JP6896217B2 - How to join columns and beams and how to join columns and beams in wooden buildings - Google Patents

Description

The present invention relates to a column-beam joining technique , in particular, a column-beam hybrid joining method in which a structural steel column is used as a main structural member pillar and a wooden structural beam (main beam) is combined as a horizontal member, and a wooden building. Regarding the method of joining columns and beams.

With the revision of the Building Standards Law in 2000, even if it is a wooden building, if it meets certain standards and performance, the restrictions on the height and scale will be relaxed, and it is possible to construct a higher-rise wooden building. It became. In response to the trend toward higher rises in wooden buildings, houses with three or more wooden high-rise buildings have come to be built even on sites with narrow frontages.
On the other hand, with the enforcement of the Law for Promotion of Wood Utilization in Public Buildings in 2010, the number of wooden public facilities is increasing. The wooden construction rate of public buildings started in 2014 exceeds 10%, and it is expected that the number of public facilities using wood will increase in the future.
In medium- and high-rise wooden buildings with three or more floors of wood, structural steel columns are used for the columns of the main structural members, and wooden structural beams (main beams) are used for the horizontal members, and the joints between the structural columns and the wooden structural beams are used. There is a prior technology that improves the rigidity and durability of the building by using beam receiving hardware.

Japanese Unexamined Patent Publication No. 2018-184743

In the joint structure of columns and beams of a wooden building described in Patent Document 1, a beam receiver having a three-dimensional joint structure is used at a joint portion between a structural steel column and a wooden structural beam (main beam). In this beam receiving metal fitting, a base plate fixed to a side of a structural steel column, a support plate extending horizontally from the base plate, and a guide plate orthogonal to the base plate and the support plate intersect each other in an orthogonal direction. It is composed of a three-dimensional joint structure. In addition, guide pins (rocket pins) that rise from the support plate are provided along both sides of the guide plate, forming a complicated three-dimensional structure. Moreover, a large number of through holes are formed in the guide plate, and each pin hole is provided at the end of the main beam corresponding to these through holes.
Then, the main beam is placed on the beam receiver fixed to the structural steel column, and a large number of drift pins are driven into each pin hole of the main beam while being supported, so that the main beam is attached to the structural steel column. A joint structure of columns and beams fixed via is constructed.

However, in this column-beam joint structure, a complicated three-dimensional joint is used for the beam receiving metal fitting, so the manufacturing, assembling and handling of the beam receiving metal fitting are complicated and time-consuming, and the construction cost of the wooden building is high. On the other hand, in order to prevent the main beam from rising, it is necessary to drive a large number of drift pins from the pin holes into each through hole of the guide plate, which requires a large amount of time and labor, which is troublesome.

The present invention has been made in consideration of the above-mentioned circumstances, and it is possible to easily join a structural steel column and a wooden structural beam (main beam) by using a beam receiving metal fitting using an adhesive. It is an object of the present invention to provide a method of joining columns and beams of a hybrid ramen structure and a method of joining columns and beams of a wooden building, which have great rigidity and durability while keeping costs down and have toughness.
Another object of the present invention is to use a simple beam receiver using an adhesive at the joint between the structural steel column and the wooden structural beam (main beam) to create a high-rise building with three or more floors of wood. For example, it is to provide a method of joining columns and beams of a wooden building capable of constructing a five-story or six-story wooden building.

Further, another object of the present invention is that a large span of 4 m to 6 m between columns enables a variety of floor plans for each floor, and since the horizontal member is wood, the partition or remodeling of the floor structure is possible. greater freedom of, is to provide a method of joining pillars and beams bonding method and wooden structure of the beam pillars which may be applied in a free design.

In addition, another object of the present invention is that since the main beam of the horizontal member is wood, it is possible to easily and easily perform the flat surface construction of each floor structure, and the floor plan is changed according to the change of the lifestyle. it is to provide a method of joining pillars and beams bonding method and wooden building pillars and beams that renovation can also be done easily to.

In order to solve the above-mentioned problems, the present invention includes a structural steel pillar erected on a pillar base metal fitting of a building foundation, a beam receiving metal fitting provided on a side portion of the structural steel frame pillar, and the beam receiving metal fitting. In the method of joining a beam having a main beam of a wooden structural beam fixed to the beam, the beam receiver is a fixed plate fixed to a side portion of the structural steel column on the factory side and the main beam. provided on an end portion, and a base plate with a fixed guide member, a fixed guide member to the base plate, is accommodated in the guide groove or the guide hole of the main beam which is formed on the axial direction, and the guide groove or The base plate is integrally joined to the main beam by an adhesive filled in the guide hole, and the beam receiver is constructed by fitting the base plate to the fixed plate so as to be wedge-bondable at a construction site. and using said beam receiving hardware, the main beam, formed integrally with the structural steel columns, joining the columns and beams, characterized in that constituting said structural steel column and the main beam in the hybrid Frame structure To provide a method.

Further, in order to solve the above-mentioned problems, the present invention installs a beam base metal fitting at at least four places on the building foundation, and fixes a square tubular structural steel pillar on the pillar base metal fitting and erects each of them. , respectively to secure the beams receiving hardware on the side of the building floor portion of the structural steel columns, wooden building provided by laterally placed the main beam of the wooden structural beam in the beam receiving hardware opposed between the structural steel columns In the method of joining a beam and a beam of an object, the beam receiving metal fitting is provided at a fixing plate fixed to a side portion of the structural steel frame column on the factory side and an end portion of the main beam to fix a guide member. The guide member provided with the base plate and fixed to the base plate is accommodated in the axial guide groove or the guide hole in which the main beam is formed, and the adhesive filled in the guide groove or the guide hole is used. The base plate is integrally joined to the main beam, and the beam receiving metal fitting is configured by fitting the base plate fixed to the main beam to the fixing plate fixed to the structural steel column at a construction site so as to be wedge-bonded. the main beam is integrally joined to the structural steel columns with receiving the beam of adhesive used hardware, wooden building, characterized in that constituting said structural steel column and the main beam in the hybrid Frame structure It is a method of joining a pillar and a beam of an object.

Further, in order to solve the above-mentioned problems, the present invention installs the beam base metal fittings at at least four places on the building foundation and arranges them in a rectangular shape, and four or more beams are erected on the beam base metal fittings of the building foundation. A wooden structure fixed to the square tubular structural steel pillar, the beam receiving metal fitting provided on the side of each floor of the structural steel frame pillar, and the opposing beam receiving metal fitting between the structural steel pillars. In the method of joining a beam and a pillar of a wooden building having a main beam of a beam, each floor portion of the building has a rectangular plane arrangement shape in which the main beam is fixed to the structural steel pillar via the beam receiving metal fitting. The beam receiver constitutes the main part of the building, and the beam receiver includes a fixing plate fixed to the side of the structural steel column on the factory side and a base plate provided at the end of the main beam and fixed to the guide member. comprising, a fixed guide member to the base plate, by the housing in the axial direction of the guide groove or guide hole formed in the main beam, and the adhesive filled in the guide groove or the guide hole, the said base plate integrally joined to the main beam, the beam receiving hardware is a fixed base plate to the main beam at the construction site, by fitting to be wedge bonded constitute a fixed fixing plate to the structural steel columns, the main beams , is integrally joined to the structural steel columns with receiving the beam of adhesive used hardware, columns and beams of wooden buildings, characterized in that constituting said structural steel column and the main beam in the hybrid Frame structure It is a joining method of.

According to the present invention, a tubular structural steel column and a wooden main beam can be integrally joined by a simple construction using a beam receiving metal fitting using an adhesive, and great rigidity and durability can be suppressed while suppressing the construction cost. and a sex can provide columns and beams joining method of pillars and bonding method and wooden building beams hybrid rigid frame structure having a toughness and shockproof.

The front view which shows the 1st Embodiment of the column- beam joining method and the column-beam joining method of a wooden building which concerns on this invention, and has applied to the wooden three-story building. The figure which omits a part of the joint structure of a steel frame column and a beam used in the three-story building of FIG. FIG. 2 is a plan sectional view taken along the line AA of FIG. A perspective view showing a pillar pedestal and stigma hardware. The perspective view which shows the beam receiving metal piece disassembled. The plan view which shows the steel member of a beam receiving metal piece disassembled. (A), (B) and (C) are a front view, a left side view, and a right side view showing the main body of the beam receiver, respectively. The perspective view which shows the beam receiving metal piece disassembled. (A) is a partial cross-sectional view showing a fixed state of a beam receiver integrally joined to a structural steel column, and (B) is a cross-sectional view taken along line BB of FIG. 9 (A). The exploded perspective view which shows the 1st deformation example of a beam receiving metal fitting. The exploded perspective view which shows the 2nd deformation example of a beam receiving metal fitting. The exploded perspective view which shows the 3rd deformation example of a beam receiving metal fitting. The exploded perspective view which shows the 4th deformation example of a beam receiving metal fitting. (A) is a partial cross-sectional view showing a mounting state of a fifth modified example of a beam receiver integrally joined to a structural steel frame column, and (B) is a cross-sectional view taken along the line CC of FIG. 14 (A). FIG. 14 is a partial cross-sectional view showing a mounting state of a fifth modification of a beam receiving metal fitting integrally joined to a structural steel frame column having a different aspect from FIG. A second embodiment of the bonding method of the pillars and beams of bonding method and wooden building pillars and beams according to the present invention, a front view of the five-story building. A table showing examples of fireproof specifications for wooden buildings. A table showing the burn margins of columns and beams in wooden and semi-fireproof buildings. Shows a third embodiment of a method of joining pillars and beams bonding method and wooden building pillars and beams according to the present invention, and the steel column and the main beam is building a main part of a hybrid rigid frame structure, structural pillars The figure which shows the plan plan example of the building which combined the ancillary part which made the main beam both wooden. The figure which disassembles and shows the example which the wooden structural column was erected on the column base hardware installed on the building foundation. Shows a first modification of the third embodiment of the bonding method of the pillars and beams of bonding method and wooden building pillars and beams according to the present invention, a steel column and the main beams of hybrid rigid frame structure building main unit The figure which shows another plan plan example which combined the structural column and the ancillary part which made both the main beam wooden.

Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.
[First Embodiment]
FIG. 1 is a front view showing a three-story wooden structure according to the first embodiment of the present invention.
A three-story wooden building can build a three-story wooden building 10 by effectively utilizing the site regardless of the size of the site, even if the site is small. In the three-story wooden building 10, the built-in garage 11 which was difficult for a wooden house built in a narrow area can be built on the first floor, and the first floor can be used as a store space that is completely open.

The wooden building 10 is a building of the conventional frame construction method showing an example in which the first floor portion is a built-in garage 11. As an example of the wooden building 10, square tubular structural steel columns 12 are erected at at least four corners of the building site. The steel column 12 is configured as a structural through column (main column), and for example, a rectangular plate-shaped column base metal 14 is installed on the building foundation 13 on the site.

As shown in FIGS. 2 and 3, the building foundation 13 is made of reinforced concrete in which column base main bars 15 and deformed reinforcing bars are arranged, and a plurality of anchor bolts 16 embedded in each building foundation 13, for example, 4 Each book is protruding. The anchor bolt 16 protrudes from the column base hardware 14 through the column base base pack 17 and is fastened with the fastening nut 18. The fastening nut 18 is composed of, for example, a double nut for preventing loosening.

The column base base pack 17 is integrally fixed to the base (bottom) of the structural steel column 12, and by erection of the structural steel column 12, the column 12 is placed on the column base hardware 14 of the building foundation 13. It is tightly tightened. The structural steel column 12 is erected by being firmly tightened by a plurality of (4) anchor bolts 16 and fastening nuts 18 via the column base hardware 14 and the column base base pack 17.

The structural steel column 12 is composed of steel square tubular steel column elements 12a, 12b, 12c and column joint blocks 19, 19a to 19c for each floor of the building. The steel column elements 12a, 12b, 12c and the column joint blocks 19 (19a to 19c) are alternately stacked in an erected state to be integrally formed, and a through column is erected. The steel column elements 12a, 12b, 12c are seamless general distribution material square tubular steel columns, and the column dimensions of the steel column elements 12a, 12b, 12c are 120 mm square to 300 mm square x length 3000 mm to 5000 mm, and meat. A thickness of 6 mm to 16 mm is used. As an example, a structural steel column 12 having a size of 200 mm square and a length of 3000 mm and a wall thickness of 9 mm is used.

Further, the column joint blocks 19 (19a, 19b, 19c) are made of steel and are formed in a square tubular shape, and are provided on the ceiling portion of each floor of the building. In the column joint block 19 (19a, 19b, 19c), a wooden structural beam, which is a horizontal member of each floor of the building, is integrally provided as a main beam 40 via a beam receiving metal fitting 30. The wooden main beam 40 is a rigid frame beam that connects the structural steel columns 12, 12 facing each other.

The column joint block 19 (19a, 19b, 19c) is located between the steel column element 12a corresponding to the first floor of the building and the steel column element 12a on the second floor of the building, the steel column element 12b on the second floor of the building and the third floor of the building. It is provided between the steel column element 12c and between the steel column element 12c on the third floor of the building and the roof column or bundle 21.

Rectangular plate-shaped steel expansion prevention plates 20a and 20b (plate thickness 10 mm to 20 mm) are interposed above and below each column joint block 19 (19a, 19b, 19c) for welding and fastening bolts and nuts. It is fixed and integrated by means. The expansion prevention plates 20a and 20b form nodes on each floor of the square tubular structural steel column 12, and the rigidity and strength of the square tubular structural steel column 12 are controlled by the column joint block 19 (19a, 19b). , 19c), and further improved.

The column joint blocks 19 (19a, 19b, 19c) and the expansion prevention plates 20a, 20b are accurately processed in a quality-controlled factory, and the bottom of the steel column element 12b on the second floor of the building (or the steel frame on the first floor of the building). At the bottom of the column element 12a), the bottom of the steel column element 12c on the 3rd floor of the building (or the top of the steel column element 12b on the 2nd floor of the building) and the bottom of the column 21 (or the top of the steel column element 12c on the 3rd floor of the building). , If necessary, it will be installed integrally in advance at the factory. An expansion prevention plate (not shown) may be provided internally between the steel column elements 12a, 12b, and 12c to improve the rigidity and strength of the structural steel column 12 in the middle.

Further, as shown in FIG. 2, the structural steel frame column 12 constitutes a through column. A steel top plate 22 that also prevents expansion is integrally fixed to the top of the pillar joint block 19c on the third floor of the building. On the top plate 22, the base plate 24 of the stigma stigma 23 shown in FIG. 4 is installed. The column base stigma 23 is fixed to the top plate 22 by welding or the like, and the small columns or bundles 21 are fixed to the erected guide plate 25 by a drift pin or the like and erected. After the structural steel column 12 is erected on the building site, the recess of the building foundation 13 is backfilled, and the building site is leveled flush with the ground.

An upper frame and a head joint (not shown) are laid horizontally on a small pillar or bundle 21 of a wooden building 10, and a roof panel 26 is laid on a known climbing beam (not shown) to form a roof 27. In this wooden building 10, an attic 28 is formed under the roof panel 26. Since it is not necessary to provide columns or bundles in the attic 28, a large storage space can be secured.

Further, in the wooden building 10, structural floor beams (not shown) that are not shown so as to be orthogonal to the wooden main beams 40 that are laid between the structural steel columns 12 and 12 are integrally formed via beam receiving metal fittings (not shown). Be joined. The wooden main beam 40 and the floor beam on each floor of the building are configured so that the upper surfaces are flush with each other, and the structural floor panel 29 is laid on the main beam 40 and the floor beam. In the examples shown in FIGS. 1 and 2, the floor panels 29 form floor surfaces on the second and third floors of the wooden building 10. Structural floor panels and roof panels 26 and floor panels not shown are accurately manufactured by precut machines in quality controlled factories.

In the wooden building 10 shown in FIG. 1, the wooden main beam 40 on each floor of the building has beam receiving metal fittings on the side of each column joint block 19 (19a, 19b, 19c) of the structural steel column 12 at both ends thereof. 30 is integrally joined to form a strong joint structure to form a ramen beam of a wooden structural beam. The wooden main beam 40 uses a structural laminated lumber with a large cross section. The main beam 40 is fixed to the structural steel column 12 by using a beam receiving metal fitting 30, and is formed as a hybrid wooden building 10 having a gate-shaped rigid frame structure to improve the joint strength and improve the earthquake resistance and durability. Can be done. In this wooden building 10, a wooden main beam 40 is formed by using a steel beam receiving metal piece 30 by using a steel column element 12a, 12b, 12c and a column joint block 19 (19a, 19b, 19c) on a structural steel column 12. It is a hybrid rigid frame structure that is integrally joined. In this hybrid rigid frame structure, 70% or more of the building is made of wood, and the floor structure is made of wood such as the main wooden beam 40, the floor beam, and the floor panel 29.

Further, as shown in FIGS. 1 and 2, in the structural steel frame column 12, the beam receiving metal fitting 30 is welded or bolted or nut to the two or three side surfaces of the column joint block 19 (19a, 19b, 19c) on each floor of the building. It is fixed by the fastening means of. The beam receiving metal fitting 30 is a joining member in which a wooden main beam 40 is attached to a column joint block 19 of a structural steel frame column 12 and integrally joined.

The beam receiving metal fitting 30 is configured as shown in FIGS. 5 to 9. The beam receiving metal fitting 30 is fitted to the fixing plate 31 made of rectangular steel as an installation plate fixed to the side surface of the column joint block 19 (19a, 19b, 19c) from above so as to be wedge-bonded to the fixing plate 31. On the other hand, it is mainly composed of a steel base plate 32 having a guide member 35 (fixed to the end of a wooden main beam 40). The fixed plate constitutes an installation plate for attaching the base plate 32 to the column joint block 19, and the base plate 32 is formed into a rectangular plate shape similar to the fixed plate 31 while the guide member 35 is fixedly provided. The fixed plate 31 and the base plate 32 are formed into a rectangular shape substantially equal to the cross-sectional area of the beam end of the wooden main beam 40, and are manufactured as described later in a quality-controlled factory.

As shown in FIGS. 5 and 6, the fixing plate 31 is formed with a longitudinal engaging recess 33 extending in the longitudinal direction on one side of the base plate 32 side. The engaging recess 33 forms a vertical slide groove inside. Further, in the base plate 32, a vertical engaging convex portion 34 is formed as a slider on the fixed plate 31 side. The engaging convex portion 34 is guided from above to the engaging concave portion 33 of the fixing plate 31 and is fitted so as to be wedge-coupled, and is provided so as to slide down to a predetermined position and wedge-couple as described later.

Further, as shown in FIG. 7, a plurality of guide members 35 are accurately fixed to the base plate 32 on the opposite side of the engaging convex portion 34 by welding or the like. The guide member 35 is made of steel and is formed in the shape of a strip or an elongated rectangular plate. The base of the guide member 35 is fixed to the base plate 32 by welding on both the upper and lower sides, and the free end side extends in the horizontal direction and ends. A plurality of concave grooves 36 are alternately formed on both side surfaces of the guide member 35 at a required pitch interval in the longitudinal direction. The concave groove 36 may be formed on only one side of the guide member 35, and by providing the concave groove 36, the surface area of the side surface of the guide member 35 can be increased, and the adhesive area with the liquid adhesive 43 can be increased. There is. Further, instead of forming the guide member 35 into a strip shape with an elongated rectangular plate, the rectangular plate may be twisted to form an irregular shape. The main body of the beam receiving metal fitting 30 is formed from the base plate 32 and the guide member 35.

Further, in the wooden building 10, as shown in FIG. 1, a main beam 40, which is a wooden structural beam, is laid horizontally between the structural steel columns 12 and 12 facing each other. The wooden main beam 40 is composed of a structural laminated wood or laminated wood of hinoki cypress wood or wood with a large cross section, or a composite material of noncombustible wood and wood. For structural laminated wood, slabs of tree seed materials (natural wood) such as cypress, cedar, rice pine, and Karamatsu are dried to a moisture content of 15% or less, and multiple (3 or more) slabs are made of epoxy resin or the like. It is laminated and bonded using an adhesive. For the wooden main beam 40, for example, a structural laminated lumber having a beam width (W) × beam height (H) having a large cross section is used. The structural laminated wood has a width dimension (W) × height dimension (H) of 105 mm (~ 240 mm) × 240 mm (~ 600 mm), and is manufactured while maintaining a dimensional relationship of W <H. A wooden main beam 40 having a large cross section of, for example, 120 mm × 300 mm, 120 mm × 380 mm, 120 mm × 450 mm (or 105 mm × 300 mm, 105 mm × 380 mm, 105 mm × 450 mm) in which the beam width (W) × beam height (H) is 120 mm × 300 mm, 120 mm × 380 mm, 120 mm × 450 mm (or 105 mm × 300 mm, 105 mm × 380 mm, 105 mm × 450 mm). Is used. As a fire prevention measure, a laminated wood having a plate thickness of 45 mm or a solid wood fireproof coating material having a plate thickness of 60 mm (not shown) is adhered and provided on both sides of the main beam 40 for 1 hour fire resistance.

The wooden main beam 40 is used for a hybrid rigid frame beam as a structural beam. When a structural laminated wood or composite material having a large cross section is used for the wooden main beam 40, even if the surface of the laminated wood or composite material is burnt in the event of a fire, a carbonized layer is formed on the burnt surface, and this carbonized layer is formed. It shuts off the supply of oxygen and stops further combustion. Since the surface of the wooden main beam 40 is only scorched, the strength as a structural material can be maintained, and the collapse of the building can be delayed and prevented.

In the wooden three-story building shown in FIG. 1, for example, structural laminated lumber having a cross section of 120 mm × 450 mm is used for the wooden main beam 40 on the first floor of the building, and 120 mm × 390 mm for the second and third floors of the building. A structural laminated lumber with a cross section of 120 mm × 300 mm is used. In a three-story building, the beam height (H) of the main beam 40 is gradually lowered as an example from the main beam 40 on the first floor of the building toward the upper floors. For the main beam 40 on each floor of the building, for example, a structural laminated wood having a large cross section is used as a ramen beam.
The wooden structural laminated wood used for the main beam 40 has higher rigidity and strength than the natural muk wood, and the inside is always kept dry, so it is not easily affected by moisture and humidity, and warpage and distortion. A structural beam of stable quality with almost no cracks is maintained for a long period of time.

As shown in FIGS. 1 and 2, the main beam 40 made of structural laminated wood of natural wood constitutes a structural beam of a ramen beam. As the structural beam of the wooden main beam 40, for example, a ramen beam having a beam length of 3600 mm or 5400 mm is used as a standard material so that the maximum length of a general distribution material for housing is 6000 mm or less.

On the other hand, in the wooden main beam 40, as shown in FIG. 5, a slit groove (guide groove) 41 extending in the longitudinal direction is accurately machined at the end portion by a precut machine (not shown), and the wooden main beam 40 is provided above and below the end portion. .. The slit groove 41 of the wooden main beam 40 has a space for accommodating the guide member 35 inside. The guide member 35 fixed to the base plate 32 is inserted into the slit groove of the main beam 40 and housed in the factory. With the guide member 35 housed in the required position, as shown in FIG. 8, a drift pin 42 is driven through the insertion hole 37 of the guide member 35 from one side of the main beam 40, and the guide member 35 is inserted into the slit groove of the main beam 40. It is fixedly supported in a floating state in the (guide groove) 41. In this way, the wooden main beam 40 can be floated and supported by inserting the guide member 35 fixed to the base plate 32 into the slit grooves 41 which are the guide members at the upper and lower ends of both sides, and the base plate 32 is the end of the main beam 40. It is provided in the part.

With the base plate 32 fixed to the end of the main beam 40, the wooden main beam 40 is filled with a liquid adhesive 43 such as flexographic resin in the slit groove 41 having an upward opening. By press-fitting and filling the slit groove 41 with the adhesive, the adhesive 43 wraps around the floating guide member 35 and is adhered. A part of the adhesive permeates into the fiber of the main beam 40 from the cut end of the slit groove (guide groove) 41 and is adhered to strengthen the adhesive force. One of the guide members 35 is firmly adhered to the slit groove 41 with an adhesive densely filled in the slit groove 41, while the guide member 35 is firmly adhered to the main beam 40 by the adhesive 43 and is integrally joined. Will be done.

The adhesive 43 filled in the slit groove 41 of the main beam 40 is allowed to dry for a predetermined time, for example, overnight, and then the main beam 40 is inverted so that the slit groove 41 having a downward opening becomes a slit groove having an upward opening. Let it be set to. In this set state, the guide member 35 of the base plate 32 is supported in a floating state in the upward slit groove 41. By press-fitting and filling the slit groove 41 with the adhesive 43, the other guide member 35 is also adhered in the slit groove 41 by the adhesive 43 in the same manner as the previous time, and is integrally joined. Then, the base plate 32 to which the guide member 35 is fixed is integrally joined to both ends of the wooden main beam 40 with the assistance of the adhesive 43 by the guide member 35, and is firmly fixed. In the wooden building 10, the base plate 32 is integrally joined to the required main beam 40 in a quality-controlled factory. Further, the fixing plate 31 in which the base plate 32 is provided so as to be wedge-bonded is also integrally bonded to the column joint block 19 (19a, 19b, 19c) of the structural steel frame column 12 by welding in a quality-controlled factory, and is firmly fixed. To.

The fixed plate 31 integrally joined to the column joint block 19 (19a, 19b, 19c) of the structural steel column 12 manufactured in the quality-controlled factory was integrally joined to the end of the wooden main beam 40. The base plate 32 is transported to the building site of the wooden building 10 and assembled at the building site to form the beam receiving metal fitting 30.

At the construction site, the base plate 32 of the wooden main beam 40 suspended by a crane on the fixed plate 31 fixed to the column joint block 19 side of the structural steel column 12 on the first floor of the building erected on the building foundation 13. Is suspended, and the base plate 32 is aligned on and opposed to the fixed plate 31.

After that, the base plate 32 fixed to the wooden main beam 40 is brought so that the lower end portion of the engaging convex portion 34 faces the top carry-in entrance of the engaging concave portion 33 of the fixing plate 31, and the main beam 40 is horizontal in the aligned state. It is hung slowly while maintaining its condition. By suspending and lowering the main beam 40, the engaging convex portion 34 of the base plate 32 is fitted into the engaging concave portion 33 of the fixed plate 31 so as to be wedge-coupled, and descends along the slide groove of the engaging concave portion 33. The lower end of the engaging convex portion 34 comes into contact with the lower end of the slide groove of the engaging concave portion 33, and the wooden main beam 40 is stopped from moving downward. In the main beam 40, when the downward movement is stopped, the retaining member 39, which is a wedge member, is inserted into the retaining hole 38 in the plate width direction formed on the joint surface between the engaging concave portion 33 and the engaging convex portion 34. Then, the assembly of the beam receiving metal fitting 30 is completed. The beam receiving metal piece 30 integrally joins the base plate 32 to the fixed plate 31, and prevents the wooden main beam 40 from rising. By inserting the retaining member 39, the beam receiving metal fitting 30 (on the first floor of the building) of the structural steel frame column 12 is assembled. In this case, the beam receiving metal fitting 30 can be easily and easily assembled by simply inserting the single retaining member 39 into the retaining hole 38 formed on the mating surface of the fixing plate 31 and the base plate 32. Similarly, the other beam receiving metal fittings 30 provided around the first floor of the building can be assembled one after another simply by inserting a single retaining member 39 into the retaining hole 38 in the plate width direction. The wooden main beam 40 is integrally joined to the column joint block 19 (19a) of the structural steel frame column 12 by the beam receiving metal piece 30, and can form the first floor portion of the building.

After the wooden main beam 40 on the first floor of the building is integrally engaged with the column joint block 19 of the structural steel column 12 using the beam receiving metal fitting 30, the wooden main beam on the second floor of the building is used. 40 is sequentially integrally joined to the structural steel column 12 (column joint block 19b). Subsequently, the wooden main beam 40 on the third floor of the building is integrally joined with the structural steel column 12 using the beam receiving metal fitting 30, so that the framework of the three-story wooden building 10 (wooden bearing structure) is formed. Is constructed.

After constructing the framework of this wooden building 10, a roof is installed, and a structural floor panel 29 (see FIGS. 1 and 2) is laid by integrally joining a floor beam (not shown) to a wooden main beam 40 on each floor of the building. It is possible to construct a three-story building of the wooden building 10 by providing a wall panel (not shown).

[Manufacturing of beam receiving hardware]
The beam receiving metal fitting 30 includes a fixing plate 31, a base plate 32, and a plurality (two) of guide members 35. The fixed plate 31, the base plate 32, and the guide member 35 are manufactured (manufactured) in a quality-controlled factory, but it is difficult to manufacture the engaging concave portion 33 of the fixed plate 31 and the engaging convex portion 34 of the base plate 32. Is different.

The engaging recess 33 of the fixed plate 31 has a carry-in entrance opened at the top, and is a vertical opening for a slide groove configuration that slides and guides the engaging convex portion 34 of the base plate 32 facing the base plate 32 side. Is formed. The vertical opening of the engaging recess 33 and the slide groove is formed into a tapered shape by gradually reducing the groove width and the opening width downward from the top (carry-in entrance) shown in FIGS. 5 and 8, and the fixing plate. It is terminated and closed at "before the lower end of 31 (for example, about 50 mm before)". Moreover, the groove width of the engaging recess 33 is configured so that the groove bottom is wide and narrows toward the opening on the side surface side of the base plate 32. Therefore, the engaging recess 33 of the fixing plate 31 is difficult to manufacture. The slide groove may be an elongated rectangular parallelepiped shape instead of a tapered shape.

Considering the difficulty of manufacturing the engaging recess 33 of the fixing plate 31, in order to accurately manufacture the stable engaging recess 33, the fixing plate 31 has two rectangular shapes as shown in FIGS. 6 and 9. Plate elements 31a and 31b (plate thicknesses of 10 mm to 20 mm, which are substantially equal) are surface-bonded to form an integral structure. One plate element 31a of the fixed plate 31 is substantially equal to the area of the main beam 40 to the beam end, and the other plate element 31b is formed with an opening for forming a slide groove of the engaging recess 33. The other plate element 31b, which has formed an opening for forming a slide groove of the engaging recess 33, is surface-bonded to the one plate element 31a so that the fixed plate 31 having the engaging recess 33 (integral structure) is provided. Will be produced. This fixing plate 31 is manufactured by fixing it to the side surface of the column joint block 19 (19a, 19b, 19c) by welding or the like at a factory. Alternatively, the fixing plate 31 may be manufactured by forming an outer flange on the peripheral side portion excluding the top and fixing the outer flange to the column joint block 19 (19a, 19b, 19c) by welding or bolts and nuts. ..

Further, as shown in FIGS. 5 to 8, the base plate 32 is formed in a rectangular shape equal to the area of the beam end of the wooden main beam 40. An engaging convex portion 34 is formed on the fixed plate 31 side of the base plate 32. The engaging convex portion 34 is formed by cutting out a rectangular block-shaped base plate 32 having a thickness of 32 mm (for example, 30 mm to 40 mm) (on the fixed plate 31 side). Instead of carving out the engaging convex portion 34 of the base plate 32, two plate elements 32a and 32b having a thickness of 16 mm (for example, 10 mm to 20 mm) may be surface-joined in the same manner as the fixed plate 31 to form an integral structure. Good. In this case, one plate element 32a of the base plate 32 is formed in a rectangular shape having an area equal to the beam end of the main beam 40, and the other plate element 32b is wedge-coupled to the engaging recess 33 of the fixed plate 31. A matching engaging protrusion 34 is formed. At that time, the engaging convex portion 34 and the engaging concave portion 33 form a complementary shape and are configured to fit each other. In this case, the base plate 32 is manufactured by an integral structure in which one plate element 32a is surface-bonded to the other plate element 32b. As shown in FIGS. 5 and 8, the engaging convex portion 34 of the base plate 32 is formed in a tapered shape so that the plate width gradually narrows downward from the wide top portion, and is formed in front of the lower end of the base plate 32. It is terminated at (for example, about 50 mm in front). Further, the engaging convex portion 34 of the base plate 32 is configured to gradually widen from the base element 32a side toward the fixed plate 31 side. When the engaging convex portion 34 of the base plate 32 is fitted by sliding the engaging concave portion 33 of the fixing plate 31 downward from the carry-in entrance at the top, the engaging convex portion 34 is fitted to the engaging concave portion 33 so as to be wedge-coupled. Will be done.
When the engaging recess 33 of the fixed plate 31 and the engaging convex portion 34 of the base plate 32 are fitted together, a retaining hole 38 extending in the plate width direction (lateral direction) is formed on the mating surface of the uneven fitting portion. A wedge member retaining member 39 is provided in the retaining hole 38 so as to be inserted.

Further, the guide member 35 is formed of an elongated steel rectangular plate in a strip shape as shown in FIGS. 5 to 8. The vertical and horizontal dimensions of the guide member 35 are, for example, 100 mm (80 mm to 150 mm) × 300 mm (300 mm to 600 mm) and a thickness of 6 mm (5 mm to 10 mm). Recessed grooves 36 having a width of 10 mm (8 mm to 15 mm) and a depth of 1 mm (1 mm to 2 mm) are alternately formed at required pitch intervals on both side surfaces of the guide member 35 so as to be orthogonal or intersect in the longitudinal direction of the guide member 35. It is composed of. The concave groove 36 of the guide member 35 may be formed on only one side. The concave groove 36 of the guide member 35 is formed by grinding or the like. The guide member 35 provided with the plurality of concave grooves 36 is a guide member 35 whose base is fixed to the base plate 32, and the main body of the beam receiving metal fitting 30 is formed. The guide member 35 has a longitudinal length of, for example, 300 mm to 600 mm.

In the base plate 32 to which a plurality (two) of guide members 35 are fixed, the wooden main beam 40 is inserted into the slit groove 41 which is a guide groove at the upper and lower ends. For example, a plurality (two) insertion holes 37 are formed in the inserted slit groove 41. A drift pin 42 is struck in the insertion hole 37 of the guide member 35 inserted into the slit groove 41, and the guide member 35 is housed in the slit groove 41 of the main beam 40 in a floating state. The base plate 32 to which the guide member 35 is fixed is filled with a liquid adhesive 43 such as flexographic resin in the slit grooves 41 above and below the wooden main beam 40 to firmly fill the ends of the main beam 40. It is fixed. Similarly, the base plate 32 is firmly fixed to the other end of the main beam 40. In the wooden building 10, the required number of base plates 32 and fixed plates 31 for the building are accurately manufactured in a quality-controlled factory.

In this factory, not only the steel column elements 12a, 12b, 12c constituting the structural steel column 12, but also the column joint blocks 19 (19a, 19b, 19c) and the expansion prevention plates 20a, 20b are manufactured. The fixing plate 31 of the beam receiving metal piece 30 is accurately fixed to the manufactured column joint block 19 (19a, 19b, 19c) by welding or fastening means not at the construction site but at the factory, and this column joint block 19 (19a) , 19b, 19c), the expansion prevention plates 20a and 20b are also fixed by welding.

In one embodiment, the beam receiving metal fitting 30 is mainly composed of a fixing plate 31 fixed to the column joint block 19 (19a, 19b, 19c) and a main body of the base plate 32 fixed to the wooden main beam 40, and is fixed. An example is shown in which the plate 31 and the base plate 32 of the main body are fitted and integrally joined so as to be wedge-bonded at a construction site to provide a beam receiving metal fitting 30. On the other hand, the beam receiver 30 may be formed into an integral structure by casting the base plate 32 and the guide member 35 with a casting material such as spheroidal graphite cast iron (ductile). When the beam receiving metal fitting 30 is made of a casting material, the base plate 32 constituting the main body and the plurality of guide members 35 are integrally molded by a casting technique, so that the guide member 35 is fixed to the base plate 32. Welding is not required. In this case, the fixing plate 31 is attached to the column joint block 19 by fixing means such as bolts and nuts instead of welding.

[Assembly of wooden buildings]
Main structures of buildings such as steel column elements 12a, 12b, 12c manufactured in the factory, pillar joint blocks 19 (19a, 19b, 19c) to which the fixing plate 31 is fixed, and the main beam 40 of the wooden structure beam to which the base plate 32 is fixed. The objects are transported from the factory to the construction site and assembled on site, and the wooden building 10 is constructed.

In the wooden building 10, the structural steel column 12 is formed by alternately stacking the steel column elements 12a, 12b, 12c and the column joint blocks 19 (19a, 19b, 19c) and integrally joining them by welding, and the through columns are formed. It is erected. Through columns are provided at the four corners and, if necessary, in the middle. Through columns are installed in major structural locations and bear a large vertical load. Further, in the structural steel column 12, the column base hardware 14 and the column base base pack 17 are fastened with fastening nuts 18 by a plurality of (4) anchor bolts 16 on the building foundation 13, and the steel column element 12a is erected. .. In the structural steel column 12, the main beam 40 of the wooden structural beam is laid horizontally between the paired column joint blocks 19 via the beam receiving metal fitting 30. The main beam 40 is suspended by a crane or the like at a construction site, is aligned, and is gradually suspended. By this suspension, the base plate 32 fixed to the main beam 40 faces the top opening (carry-in entrance) of the engaging recess 33 whose engaging protrusion 34 is fixed to the column joint block 19, and from the top opening of the engaging recess 33. Guided in the slide groove, it slides downward and stops at a predetermined position.

When the suspension rope of the crane is loosened, the main beam 40 slides down by fitting the engaging convex portion 34 of the base plate 32 into the engaging concave portion 33 of the fixed plate 31 so as to be wedge-coupled due to its own weight, and the engaging concave portion 33. The engaging convex portion 34 comes into contact with the inner bottom portion and is stopped at a predetermined position. In this stopped state, the engaging concave portion 33 and the engaging convex portion 34 are fitted in a wedge-coupled state. The retaining holes 38 formed in the fitting portion of the engaging concave portion 33 and the engaging convex portion 34 in the fitted state are linearly aligned in the plate width direction (horizontal direction) to prevent the engagement as a wedge member (stopper). The member 39 can be inserted. By inserting the retaining member 39 through the retaining hole 38, the main beam 40 is wedge-engaged and firmly fixed to the structural steel column 12. The beam receiving metal fitting 30 has a wooden main beam configured in a hybrid rigid frame structure.

The beam receiving metal fitting 30 is constructed by assembling a fixing plate 31 and a base plate 32 (main body portion) provided with a guide member 35 at a construction site with the assistance of an adhesive 43. The beam receiving metal fitting 30 is configured by inserting a retaining member 39, and the engaging concave portion 33 of the fixing plate 31 and the engaging convex portion 34 of the base plate 32 are integrally joined in a concave-convex fitting state in which wedge coupling is possible. By preventing the base plate 32 from coming off, the beam receiving metal fitting 30 can surely prevent the wooden main beam 40 from rising even in the event of an earthquake. The main beam 40 of the wooden structure is integrally joined to the column joint block 19 (19a, 19b, 19c) of the structural steel column 12 by using the beam receiving metal fitting 30, and the wooden main beam 40 is composed of a hybrid ramen beam. There is.
The main beam 40 on each floor of the building comprises a column joint block 19 (19a, 19b, 19c) of the structural steel column 12 and a beam receiving metal piece 30 as a solid hybrid rigid frame beam.

The main beam 40 on each floor of the building has an engaging recess 33 in which the engaging protrusion 34 of the base plate 32 is wedge-coupled to the engaging recess 33 of the fixing plate 31 of the column joint block 19 (19a, 19b, 19c). By fixing the fitting portion (joint portion) of the engaging convex portion 34 with the retaining member 39, it is possible to reliably prevent the main beams 40 from rising. Compared to the wooden ramen structure in which the wooden main beam 40 is integrally joined to the structural steel column 12 with the beam receiving metal fitting 30, the wooden main beam is integrally joined to the wooden structural column with the beam receiving metal fitting 30. It has twice the strength as a ratio and can realize toughness.

Further, since the main beam 40 is a wooden structural material and the floor beam and the floor panel 29 are also made of wood, the horizontal members are all made of wood, so that the floor assembly can be easily and easily performed. Further, since the beam receiving metal fitting 30 is mainly composed of the fixing plate 31 and the base plate 32 (main body portion) provided with the guide member 35, the number of parts of the steel member is small and the construction at the construction site is easy. .. Moreover, the beam receiving metal fitting 30 can be assembled at the construction site simply by inserting a single retaining member 39 into the retaining hole 38 between the engaging concave portion 33 and the engaging convex portion 34. Can be easily installed and assembled. Further, in the illustrated examples of FIGS. 5 and 7 to 9, the retaining hole 38 and the retaining member 39 have a rectangular cross section, but a circular cross section may be used in addition to the rectangular cross section, and the cross-sectional shape is restricted. Will not be received.

In addition, the wooden building 10 may have a demand for remodeling to change the floor plan due to changes in the number of households and lifestyle after the required number of years after construction, for example, 20 years or more after construction. Even when remodeling to change the layout, the main beam 40 of the wooden structure can be constructed entirely of wood, including floor beams and floor panels, so it is easy and easy to change the floor structure for remodeling, including changing the layout. , Can be done cheaply.

Further, in the wooden building 10, the main beam 40 of the wooden structure integrally joined to the structural steel column 12 by using the beam receiving metal piece 30 is configured as a hybrid ramen structure, and the wooden main beam 40 is used for a structure having a large cross section. Laminated lumber and laminated lumber are used. Therefore, the structural steel column 12 on the first floor of the building can be arranged so as to be within 6 m, which is the maximum length of the general distribution material for housing. It is possible to construct a floor structure using a wooden main beam 40 with a maximum length of 6 m, and it is possible to plan a plane with a high degree of freedom. Further, in the hybrid rigid frame structure, the wooden main beam 40 can be integrally joined to the structural steel column 12 by using the beam receiving metal fitting 30 having a simple structure. Therefore, as shown in FIG. 1, the outer wall surface supporting the building can be constructed. Can be configured as an open specification.

[First deformation example of beam receiver]
FIG. 10 shows a first modification example of the beam receiving metal used in a wooden building.
The beam receiving metal fitting 30A is provided with a support plate 50 on the beam receiving metal fitting 30 shown in the first embodiment. Since the other configurations of the beam receiver 30A are not different from the beam receivers 30 of FIGS. 5 to 9 shown in the first embodiment, the same components are designated by the same reference numerals and duplicate description will be omitted.

The beam receiving metal fitting 30A of the first modification is provided with a support plate 50 at the bottom of the base plate 32. Support plate 50 extends in the horizontal direction perpendicular from the base plate 32 the bottom is configured in a tongue shape and supports the ends of the main beam 40 of the wooden structural beam. The support plate 50 has a slit groove (guide groove) when the guide member 35 fixed to the base plate 32 by supporting the end portion of the main beam 40 is inserted into the slit groove (guide groove) 41 of the main beam 40. It guides the support in 41. The guide member 35 is supported by floating in the slit groove 41 which is a guide groove, and the drift pin 42 is driven through the insertion hole 37 of the guide member 35 from the side surface of the main beam 40 so that the guide member 35 is supported by the main beam 40. It is stably supported in a floating state in the slit groove (guide groove) 41.

The guide member 35 of the base plate 32 is floated and supported in the slit groove 41 at both ends of the main beam 40, and is made of flexographic resin or the like as in the case of the base plate 32 of the beam receiving metal fitting 30 shown in the first embodiment. The guide member 35 of the base plate 32 can be integrally joined in the slit groove 41 of the main beam 40 by using the liquid adhesive 43 of the above, and can be firmly fixed.

The base plate 32 is attached to the top and bottom of the end of the wooden main beam 40 in a quality-controlled factory. In the factory, one of the plurality of (two) guide members 35 fixed to the base plate 32 is fixed to the slit groove 41 of the opening above the main beam 40 by using a liquid adhesive 43 such as flexographic resin. After that, the main beam 40 is inverted after a required time, and the other guide member 35 is fixed in the slit groove 41 of the main beam 40 by using an adhesive 43. Then, by fixing the guide member 35 of the base plate 32 to both ends of the main beam 40 with an adhesive 43, the base plate 32 provided with the guide member 35 is integrally joined to the end of the wooden main beam 40 and firmly fixed. Will be done.

On the other hand, the base plate 32 is attached to the fixed plate 31 at the construction site of the wooden building 10 to form the beam receiving metal fitting 30A. One fixing plate 31 of the beam receiving metal fitting 30A has the same structure as the one fixing plate 31 used for the beam receiving metal fitting 30 of the first embodiment, and is not different.
The fixing plate 31 of the beam receiving metal fitting 30A is manufactured in a controlled factory, and as shown in FIGS. 1 and 2 on the side surface of the column joint block 19 (19a, 19b, 19c) of the structural steel column 12 in this factory. It is integrally connected and fixed by welding or the like.

The fixing plate 31f fixed to the column joint block 19 (19a, 19b, 19c) in the factory and the base plate 32 fixed to the wooden main beam 40 using the adhesive 43 are constructed after the required number is manufactured. A wooden main beam 40 is suspended by a crane or the like between the opposing column joint blocks 19 (19a, 19b, 19c) of the structural steel column 12 erected on the building foundation 13 at the construction site. Be taken down.

When the wooden main beam 40 is suspended, the engaging protrusion 34 of the base plate 32 fixed to the end of the main beam 40 is placed on the engaging recess 33 of the fixing plate 31 (fixed to the column joint block 19). The engaging convex portion 34 slides down from the top opening of the engaging concave portion 33 of the fixed plate 31 in the vertical slide groove of the engaging concave portion 33, and the lower end of the engaging convex portion 34 is lowered. It comes into contact with the bottom of the engaging recess 33 and is stopped. With the engaging convex portion 34 of the base plate 32 stopped at the bottom of the engaging concave portion 33 of the fixed plate 31, the retaining hole 38 in the plate width direction is aligned with the mating surface of the engaging concave portion 33 and the engaging convex portion 34. And aligned linearly. The beam receiving metal fitting 30A is assembled and configured by inserting the retaining member 39 as a wedge member into the retaining hole 38 formed in the engaging concave portion 33 and the engaging convex portion. The beam receiving metal fitting 30A can prevent the main beam 40 from rising. Moreover, the main beam 40 of the wooden structure can be integrally connected to the column joint blocks 19 (19a, 19b, 19c) of the structural steel frame column 12, and the wooden main beam 40 is prevented from rising.

The beam receiving metal fitting 30A is mainly composed of a fixing plate 31 and a base plate 32 provided with a plurality of (two) guide members 35, and the base plate 32 is fixed to the upper and lower ends of the wooden main beam 40 by flexographic resin or the like. It is integrally bonded by the adhesive force of the liquid adhesive 43 of. At that time, the base plate 32 is guided by the support plate 50 and is contact-supported, and the guide member 35 is stably and stably used by using a plurality (two) drift pins 42 in the slit grooves (guide grooves) 41 of the main beam 40. In the floating state supported by floating, a liquid adhesive 43 such as flexographic resin is filled, integrally joined, and firmly fixed.

In this case, the guide member 35 fixed to the base plate 32 in the factory whose quality is controlled by providing the support plate 50 at the bottom of the base plate 32 is inserted into the slit groove 41 (guide groove) of the wooden main beam 40. It can be stably performed, and the floating support in the slit groove 41 by driving the drift pin 42 can be easily performed. Therefore, in the first embodiment, the guide member 35 is stably floated and supported in the slit groove 41 of the wooden main beam 40, and the liquid adhesive 43 is press-fitted and filled into the slit grooves 41 above and below the wooden main beam 40. This can be done in the same manner as the wooden main beam 40 shown, and the base plate 32 is integrally joined and fixed to the end of the main beam 40.

Even in the beam receiving metal fitting 30A shown in the first modification, the fixing plate 31 is fixed to the column joint block 19 (19a, 19b, 19c) by welding or the like in the quality-controlled factory, and is provided with the guide member 35. The base plate 32 is integrally joined to the end of the wooden main beam 40 by using an adhesive 43 and fixed. After that, similarly to the beam receiving metal fitting 30 shown in the first embodiment, it is transported to the construction site, and the base plate 32 is assembled and integrally joined to the fixed plate 31 at the construction site to form the beam receiving metal fitting 30A. The wooden main beam 40 is integrally joined to the column joint block 19 (19a, 19b, 19c) of the structural steel column 12 by the beam receiving metal fitting 30A in the same manner as the beam receiving metal fitting 30 of the first embodiment, and is made of wood. Lifting of the main beam 40 is prevented.

[Second variant of beam receiver]
FIG. 11 shows a second modification of the beam receiving metal used in a wooden building.
The beam receiving metal fitting 30B has a concave-convex fitting shape in which the engaging concave portion 33 of the fixing plate 31 constituting the beam receiving metal fitting 30 and the engaging convex portion 34 of the base plate 32 can be wedge-bonded as shown in the first embodiment. The lateral (flat) cross-sectional shape is different. The engaging recess 33b of the fixing plate 31 shown in the second modification is configured so that the cross-sectional shape of the slide groove in the vertical direction in the plate width direction (horizontal direction) is a T-shaped protrusion. Other configurations and shapes of the engaging recess 33b of the fixing plate 31 and the engaging convex portion 34b of the base plate 32 of the second modification are the engagement of the engaging recess 33 of the fixing plate 31 and the base plate 32 in the first embodiment. Since the structure and shape are the same as those of the convex portion 34, the same reference numerals are given to the same structure, and duplicate explanations are omitted or simplified.

The beam receiving metal fitting 30B shown in the second modification is configured such that the cross-sectional shape of the engaging recess 33b of the fixing plate 31 in the horizontal direction (plate width direction) is a T-shaped groove, and the base plate. The vertical opening of the engaging recess 33b facing the 32 is formed by the inner flange, and is configured to be unevenly fitted with the T-shaped convex portion of the engaging convex portion 34b.

Further, the engaging convex portion 34b formed on the base plate 32 is provided with a T-shaped protrusion (convex portion) having a cross-sectional shape in the horizontal direction (plate width direction), and an outer flange is formed at the tip on the fixing plate 31 side. It is a thing. The engaging recess 33b of the fixed plate 31 is provided with a carry-in port having a large plate width at the top. The internal vertical slide groove leading to the carry-in inlet at the top of the engaging recess 33b is formed in a tapered shape with the groove width gradually decreasing downward. The engaging recess 33b is terminated and closed in front of the lower end of the fixing plate 31 (for example, about 50 mm in front). The opening of the engaging recess 33b in the vertical direction facing the base plate 32 side is gradually reduced from the top to the bottom.

Since the engaging recess 33b of the fixing plate 31 is difficult to manufacture, two rectangular plates are formed in order to accurately form the engaging recess 33b in the fixing plate 31 as in the fixing plate 31 of the first embodiment. The elements are surface-bonded to form an integral unit. Further, the base plate 32 is formed in a rectangular shape equal to the area of the beam end of the wooden main beam 40. The engaging convex portion 34b of the base plate 32 is configured to have a T-shaped protrusion (convex portion), but two plate elements are face-joined as in the base plate 32 shown in the first embodiment. It may be configured as an integral structure. Similar to the base plate 32 of the first embodiment, a plurality of (two) guide members 35 are fixed to the base plate 32 in a cantilever shape on the opposite side of the engaging convex portion 34b.

Then, in the quality-controlled factory, a fixed plate 31 and a base plate 32 provided with a plurality (two) of guide members 35 are manufactured. In this case, the base plate 32 is not provided with a support plate. The fixing plate 31 is fixed to the side surface of the column joint block 19 (19a, 19b, 19c) of the structural steel column 12 by welding. On the other hand, the base plate 32 is fixed to the end of the wooden main beam 40.

A plurality (two) of guide members 35 are fixed to the base plate 32, and the guide members 35 of the base plate 32 are inserted into the slit grooves 41 of the precut main beam 40. In the guide member 35 inserted into the slit groove 41, a plurality (two) of drift pins 42 are driven through the insertion holes 37 from the side of the main beam at a predetermined position. By driving the drift pin 42, the guide member 35 is provided at a predetermined position in the slit groove 41 and is floated and supported.

With the guide member 35 floatingly supported in the slit groove (guide groove) 41 of the wooden main beam 40, a liquid adhesive 43 such as flexographic resin is injected into the slit groove 41 opened upward to form the slit groove 41. Fill inside. The adhesive 43 is filled in the slit groove 41 of the upward opening of the wooden main beam 40, the main beam 40 is inverted after the required time elapses, and the slit groove 41 of the downward opening is set in the upward opening. Then, the adhesive 43 is injected into the slit groove 41 of the upward opening to fill it.

In this way, the guide members 35 on both the upper and lower sides of the base plate 32 are firmly adhered to the slit grooves 41 above and below the wooden main beam 40 with the assistance of the adhesive 43. The guide member 35 is integrally joined by an adhesive 43 filled in the slit grooves 41 at both end ends of the wooden main beam 40, and the wooden main beam 40 to which the base plate 32 is fixed is manufactured.

In the quality-controlled factory, the fixing plate 31 fixed to the column joint block 19 and the base plate 32 fixed to both ends of the wooden main beam 40 by the adhesive 43 are transported to the construction site. Then, at the construction site, a wooden main beam 4 suspended by a crane (not shown) is suspended between the opposing column joint blocks 19 (19a, 19b, 19c) of the structural steel column 12. When the main beams 40 are suspended and aligned between the paired column joint blocks 19 (19a, 19b, 19c), the engaging protrusions 34b of the base plate 32 fixed to the wooden main beam 40 are (column joints). It is guided by the fixing plate 31 (fixed to the blocks 19 (19a, 19b, 19c)), abuts on the top carry-in opening of the engaging recess 33b of the fixing plate 31, is guided into the slide groove, and is guided downward in the slide groove. It is slid. Until the engaging protrusion 34b of the base plate 32 fixed to the wooden main beam 40 abuts on the bottom of the engaging recess 33b of the fixed base plate 32, the engaging recess is moved downward while being suspended from the crane. It abuts on the bottom of 33b and is stopped. In this stopped state, the beam receiving metal fitting 30B is configured at the construction site simply by inserting the retaining member 39 into the retaining hole 38 formed on the mating surface of the engaging concave portion 33b and the engaging convex portion 34b. ..

In the beam receiving metal fitting 30B, the wooden main beam 40 is laid horizontally in a state where the engaging convex portion 34b of the base plate 32 is stopped at the engaging concave portion 33b of the fixed plate 31. The wooden main beam 40 is integrally joined to the column joint block 19 (19a, 19b, 19c) of the structural steel frame column 12 via the beam receiving metal fitting 30B, and is firmly fixed.

The wooden main beam 40 is integrally joined by the beam receiving metal fitting 30B in a state of being laid horizontally between the column joint blocks 19 (19a, 19b, 19c) of the structural steel frame column 12 as shown in FIGS. 1 and 2. .. In this joined state, the beam receiving metal fitting 30B has a retaining hole 38 formed in the plate width direction (lateral direction) on the mating surface of the engaging concave portion 33b of the fixed plate 31 and the engaging convex portion 34b of the base plate 32. By inserting the retaining member 39 as a wedge member through the retaining hole 38, the wooden main beam 40 is integrally joined to the structural steel frame column 12 (column joint block 19 (19a, 19b, 19c)). It is fixed and can be reliably prevented from rising.

The fixing plate 31, the guide member 35, and the base plate 32 provided with the adhesive 43 insert the retaining member 39 into the retaining hole 38 to form the beam receiving metal fitting 30B. The beam receiving metal fitting 30B has a small number of parts, and can be manufactured with a simple combination configuration by simply inserting a single retaining member 39. The engaging concave portion 33b and the engaging convex portion 34b of the base plate 32 can be fitted into the beam receiving metal fitting 30B so that the beam receiving metal fitting 30B can be wedge-coupled by simply inserting a single retaining member 39 as a wedge member into the retaining hole 38 of the uneven mating surface. It is composed by being combined.

[Third deformation example of beam receiver]
FIG. 12 shows a third modification example of the beam receiving metal used in a wooden building.
The beam receiving metal fitting 30C shown in the third modification is the unevenness between the beam receiving metal fitting 30 shown in the first embodiment and the engaging convex portion 34 and the engaging concave portion 33 provided on the fixing plate 31 and the base plate 32. It is the reverse of the fitting relationship. The beam receiving metal fitting 30C has an engaging convex portion 34c formed on the fixed plate 31 and an engaging concave portion 33c formed on the base plate 32. Since the other configurations have the same configuration and shape as those of the first embodiment, the same configurations are designated by the same reference numerals and duplicate description will be omitted.

In the beam receiving metal fitting 30C of the third modification, the fixing plate 31 is formed with the engaging convex portion 34c instead of the engaging concave portion, and the base plate 32 is formed with the engaging concave portion 33c instead of the engaging convex portion. In order to form the engaging concave portion 33c in the base plate 32 and smoothly fit the fixed plate 31 with the engaging convex portion 34c, the engaging convex portion 34c of the fixed plate 31 has a convex shape in the flat cross section at the top, which is the plate width. The width is narrow in the direction, and the width is gradually widened in the vertical direction toward the bottom of the plate. The engaging convex portion 34c is configured to gradually widen from the base side of the fixed plate 31 toward the tip of the protrusion (base plate 32 side).

The engaging recess 33c of the base plate 32 fitted so as to cover the engaging convex portion 34c of the fixed plate 31 has a flat cross-sectional groove shape of the slide groove forming a complementary shape to the flat cross-sectional convex shape of the engaging convex portion 34c. It is fitted in a concave-convex manner so as to be wedge-bonded. The engagement recess 33c of the base plate 32 is configured such that the carry-in opening at the bottom of the plate is wide in the plate width direction, and the slide groove following the carry-in opening of the engagement recess 33c is gradually narrowed upward. The upper end of the engaging recess 33c is terminated and closed in front of the top of the base plate 32 (for example, about 50 mm in front of the top). The engaging recess 33c of the base plate 32 has a vertical opening on the fixing plate 31 side, and the vertical opening is gradually narrowed from the groove bottom of the engaging recess 33c toward the opening on the fixing plate 31 side. It is composed of a narrow tapered shape. Therefore, the engaging recess 33c of the base plate 32 is guided by the engaging convex portion 34c of the fixing plate 31, smoothly slides down from above, is fitted, and is configured to be wedge-bondable.

The beam receiving metal fitting 30C of the third modification has the same uneven fitting relationship between the engaging concave portion 33c and the engaging convex portion 34c as the beam receiving metal fitting 30 of the first embodiment, and is engaged with the fixing plate 31. The joint convex portion 34c is formed, and the engaging recess 33c is formed in the base plate 32. The fixed plate 31 and the base plate 32 have a protruding shape and an engaging concave portion 33c toward the bottom side of the plate so that the concave-convex fitting relationship between the engaging convex portion 34c and the engaging concave portion 33c becomes smooth. It is configured so that the flat cross section of the slide groove shape is wide. Further, the fixing plate 31 and the base plate 32 are face-bonded with a plurality (two) of plate elements in order to facilitate the production of the engaging convex portion 34c and the engaging concave portion 33c, and the fixing plate 31 of the first embodiment is formed. And like the base plate 32, it is constructed as an integral structure.

Then, in the beam receiving metal fitting 30C shown in the third modification, the fixing plate 31 and the base plate 32 (provided with the guide member 35) are manufactured in the quality-controlled factory. The fixed plate 31 and the base plate 32 are formed in a rectangular shape substantially equal to the cross-sectional area of the beam end of the wooden main beam 40. In the factory, the fixing plate 31 is manufactured with the engaging convex portion 34c as an integral structure, and is fixed by welding to the side surface of the column joint block 19 (19a, 19b, 19c) of the structural steel frame column 12.

Further, while the engaging recess 33c is manufactured as an integral structure in the base plate 32, a plurality (two) of guide members 35 are fixed to the base plate 32 on the opposite side of the base plate 32 provided with the engaging recess 33c by welding. The base plate 32 is supported by inserting the guide member 35 into the slit grooves (guide grooves) 41 above and below the end of the main beam 40 and passing the drift pin 42 through the insertion hole 37 of the guide member 35. .. After that, with the guide member 35 floatingly supported by the slit groove 41 of the upward opening of the main beam 40, the liquid adhesive 43 is injected into the slit groove 41 to be densely filled. Subsequently, after a lapse of a predetermined time, the wooden main beam 40 is inverted and set so that the slit groove 41 of the downward opening becomes the slit groove of the upward opening, and in this set state, the liquid adhesive 43 is contained in the slit groove of the upward opening. Inject and fill tightly. In this way, the guide member 35 is firmly fixed to the wooden main beam 40 (slit groove 41) by the adhesive 43 filled in the slit grooves 41 on both sides. By fixing the guide member 35 to the main beam 40, the base plate 32 is integrally joined to the end of the wooden main beam 40 in the factory and is firmly fixed.

The column joint block 19 (19a, 19b, 19c) to which the fixing plate 31 is fixed and the main beam 40 to which the base plate 32 is fixed are manufactured at the factory, then transported to the construction site, and stand on the building base 13 at the construction site. A wooden main beam 40 suspended by a crane is suspended at a predetermined position on an engaging convex portion 34c of a fixing plate 31 fixed to a column joint block 19 (19a, 19b, 19c) of the structural steel column 12 provided. The engaging recess 33c of the base plate 32, which is lowered and fixed to the main beam 40, is guided from the carry-in opening at the bottom of the plate to the top of the engaging convex portion 34c of the fixed plate 31, and the engaging concave portion 33c is fixed. Guided along the portion 34c, it slides downward and the top concave groove of the engaging recess 33c abuts on the top of the engaging convex 34c to stop the downward movement. By stopping the lowering of the base plate 32, the engaging concave portion 33c is fitted so as to cover the engaging convex portion 34c. The retaining holes 38 in the plate width direction formed on the joint surface between the engaging convex portion 34c and the engaging concave portion 33c at the stop position of the base plate 32 are aligned and aligned linearly. In this aligned state, by inserting the retaining member 39 as a wedge member into the retaining holes 38 of the engaging convex portion 34c and the engaging concave portion 33c, the combination of the engaging concave portion 33c with the engaging convex portion 34c is completed. , The beam receiving metal fitting 30C is configured. In the beam receiving metal fitting 30C, the base plate 32 is integrally joined to the fixing plate 31 at the construction site, so that the wooden main beam 40 is integrally joined to the column joint block 19 of the structural steel frame column 12 and fixed. The beam receiving metal fitting 30C constitutes a wedge joint structure at the construction site.

In this way, the wooden main beam 40 is integrally joined to the column joint block 19 (19a, 19b, 19c) of the pair of structural steel column 12 erected on the building foundation 13 by the beam receiving metal fitting 30C to firmly join the column joint block 19 (19a, 19b, 19c). It is fixed, and the floating of the wooden main beam 40 can be reliably prevented even in the event of an earthquake or the like.

[Fourth deformation example of beam receiver]
FIG. 13 shows a fourth modification example of the beam receiving metal used in a wooden building.
The beam receiving metal fitting 30D shown in the fourth modification reverses the uneven fitting relationship between the engaging convex portion and the engaging concave portion provided on the fixing plate 31 and the base plate 32 of the beam receiving metal fitting 30B shown in the second modification. It is the one that was made. The beam receiving metal fitting 30D has an engaging convex portion 34d formed on the fixed plate 31 and an engaging concave portion 33d formed on the base plate 32. Since the other configurations have the same configuration and shape as the second modification, the same configurations are designated by the same reference numerals and duplicate description will be omitted.

Further, the beam receiving metal fitting 30D shown in the fourth modified example forms an engaging convex portion 34d on the fixed plate 31 and an engaging concave portion on the base plate 32, similarly to the beam receiving metal fitting 30C shown in the third modified example. It constitutes 33d. However, the lateral (flat) cross-sectional shape of the engaging convex portion 34d and the engaging concave portion 33d is different from the lateral (flat) cross-sectional shape of the engaging convex portion 34c and the engaging concave portion 33c of the third modification. The lateral (flat) cross-sectional shape of the engaging convex portion 34d and the engaging concave portion 33d is equal to the lateral (flat) cross-sectional shape of the engaging convex portion 34b and the engaging concave portion 33b shown in the second modification, and is T-shaped. It is composed of a protrusion (convex part) shape and a T-shaped concave groove shape.

The engaging convex portion 34d of the fixed plate 31 is formed in a T-shaped protrusion (convex portion) having a lateral (flat) cross section provided with an outer flange, and the engaging convex portion 34d is formed from the top thereof toward the bottom of the plate. The plate width direction is configured to gradually expand in the vertical direction. On the other hand, the engaging recess 33d of the base plate 32 is formed by a T-shaped groove having an inner flange in a lateral (flat) cross section. The engaging recess 33d is configured such that the vertical recess gradually expands toward the bottom of the plate so that the recess at the top becomes smaller in the plate width direction. The engaging recess 33 is configured so that the vertical opening of the slide groove becomes wider downward. The engaging recess 33 of the base plate 32 is closed by terminating the concave groove in front of the top of the plate (for example, about 50 mm in front).

The engaging protrusion 34d of the fixing plate 31 and the engaging recess 33d of the base plate 32 are quality-controlled in the same manner as the fixing plate 31 and the base plate 32 shown in the first embodiment and the first modification to the third modification. Manufactured in the factory. The fixing plate 31 is fixed to the side surface of the column joint block 19 (19a, 19b, 19c) by welding, while the base plate 32 is formed with an engaging recess 33d, and a plurality of engaging recesses 33d are formed on the base plate 32 opposite to the engaging recess 33d. The (two) guide members 35 are fixed by welding, the guide members 35 are inserted into the slit grooves (guide grooves) 41 of the wooden main beam 40, and are supported by the drift pins 42 in a floating state in the slit grooves 41. .. Similar to the main beam shown in the third modification, the liquid adhesive 43 is injected and filled into each slit groove 41 supported by the slit groove (guide groove) 41 of the wooden main beam 40 (guide). The base plate 32 (with the member 35) is integrally joined to the slit groove 41, which is the guide groove of the wooden main beam 40, with the adhesive 43, and is firmly fixed.

In this way, the fixed plate 31 manufactured in the quality-controlled factory is fixed to the column joint block 19 (19a, 19b, 19c) (of the structural steel column 12), while the wooden main beam 40 ends. The base plate 32 integrally joined to the portion using the adhesive 43 is transported from the factory to the construction site. Then, at the construction site, a wooden main beam 40 suspended by a crane is suspended at a predetermined position between the opposing column joint blocks 19 (19a, 19b, 19c) of the structural steel column 12 erected on the building foundation 13. Be taken down. When the main beam 40 is gradually suspended by the crane, the base plate 32 fixed to the main beam 40 faces the fixing plate 31 fixed to the column joint block 19 (19a, 19b, 19c), and the fixing plate 31 The carrying-in opening of the engaging recess 33d of the base plate 32 faces the engaging convex portion 34d, and the engaging concave portion 33d is guided from the top of the engaging convex portion 34d, slides down by its own weight, and is concave in the engaging concave portion 33d. The groove top abuts the top of the engaging protrusion 34d and is stopped. In this stopped state, the retaining holes 38 formed on the joint surface between the engaging convex portion 34d and the engaging concave portion 33d are linearly aligned in the plate width direction. Then, by inserting a single retaining member 39 as a wedge member into the retaining hole 38, the beam receiving metal fitting 30D is configured at the construction site. In the beam receiving metal fitting 30D, the wooden main beam 40 can be integrally joined to the column joint block 19 (19a, 19b, 19c) of the structural steel frame column 12.

The main beam 40 of the wooden structural beam is integrally connected to the structural steel column 12 by the beam receiving metal fitting 30D configured at the construction site, and the wooden main beam 40 which is a horizontal member is connected to the structural steel column 12. It can be firmly provided with a wedge-coupled structure, and the main beam 40 can be reliably prevented from rising.

The beam receiving metal fittings 30 to 30D shown in the first embodiment to the fourth modification include a fixing plate 31 and a base plate 32, and are fixed to the column joint block 19 (19a, 19b, 19c) by welding or the like. An example has been described in which the base plate 32 is integrally joined to the fixed plate 31 so as to be wedge-bonded at the construction site. You may construct a simple beam receiving metal fitting which is integrally joined with.

In a simple beam receiving metal fitting, a fixing plate is not required, and the base plate 32 does not need to be provided with an engaging convex portion or an engaging concave portion. The base plate 32 may be made of steel and formed in a rectangular plate shape, and the guide member 35 may be fixed to the side surface of the base plate 32 by welding. In this case, the guide member 35 is configured in the same manner as the guide member 35 shown in FIGS. 5 to 13, and the base plate 32 provided with the guide member 35 is shown in the slit groove (guide groove) 41 of the wooden main beam 40. Similar to the base plate 32 shown in FIGS. 5 to 13, the liquid adhesive 43 is integrally joined and fixed by injecting and filling the liquid adhesive 43 in the quality-controlled factory. The base plate 32, which is integrally joined to the end of the wooden main beam 40 in the factory by using an adhesive 43 and fixed, is transported to the construction site. Then, using a crane at the construction site, the wooden main beam 40 is located at the opposite column joint block 19 (19a, 19b, 19c) (between the structural steel columns 12 and 12 erected on the building foundation). A beam receiving metal fitting may be formed by integrally joining and fixing the beam holders by welding or using a bolt / nut fastening means in a state of being suspended and supported. In this case, the beam receiving metal fitting is simply constructed by using the adhesive 43 from the base plate 32 and the guide member 35 fixed to the base plate 32. Further, the base plate 32 shows an example in which the guide member 35 is integrally joined by welding to form an integral structure, but the base plate 32 and the guide member 35 are an integral structure of a cast product formed of a casting material such as doug tile. There may be.

[Fifth deformation example of beam receiver]
FIG. 14 shows a fifth modification example of the beam receiving metal used in a wooden building.
The beam receiving metal fitting 30E shown in the fifth modification includes a steel base plate 32 having a rectangular plate shape as shown in FIGS. 14A and 14B, and a support plate 50 provided at the bottom of the base plate 32. , A fastening nut 52 that is screw-coupled to a plurality of (for example, four) guide rods 51 provided on the base plate 32.

The base plate 32 is made of a rectangular plate-shaped steel plate having an area equal to the area of the beam end formed on the end face of the wooden main beam 40. The base plate 32 is provided with a tongue piece-shaped support plate 50 that projects vertically to the bottom. A plurality of (for example, four) guide rods 51 are arranged in parallel with the support plate 50. As shown in FIG. 14B, the guide rods 51 are provided, for example, in pairs on the left, right, top and bottom of the base plate 32. The guide rod 51 is made of a deformed reinforcing bar or the like, and is formed in a deformed rod shape having a different cross-sectional shape in the axial direction. A male screw is cut on the base (end) of the guide rod, and the fastening nut 52 is screwed to this screw.

On the other hand, the main beam 40 constituting the wooden structural beam is pre-cut in a quality-controlled factory, and has a recessed space 44 for operating a fastening nut 52 (screw-coupled to the guide rod 51) and a guide rod at the end. An insertion hole 45 (guide hole) for guiding the insertion of the 51 is provided. The insertion hole 45 as a guide hole extends axially from the end of the wooden main beam 40 and ends, and a detent member for preventing rotation of the guide rod 51 on the shaft side is provided at the end, while flexo. The injection port 46 for injecting the liquid adhesive 43 such as resin is open.

Further, the insertion hole 45, which is a guide hole, has a hole diameter larger than the rod diameter of the guide rod 51 so that the insertion of the irregularly shaped guide rod can be smoothly guided. The guide rod 51 is inserted into the insertion hole 45, and the tightening nut 52 is screwed while the main beam 40 is supported on the support plate 50 of the base plate 32 to bring the tightening nut 52 into contact with the base plate 32. With the fastening nut 52 in contact with the base plate 32, the fastening nut 52 is moved and contacted with the base plate 32 using the recessed space 44, and is fixed by welding. By welding the tightening nuts 52 screwed to each guide rod 51 to the base plate 32, all the tightening nuts 52 are sequentially fixed to the base plate 32. As a result, each guide rod 51 is fixed to the base plate 32.

After fixing each guide rod 51 to the base plate 32, the liquid adhesive 43 is press-fitted and injected from the injection port 46 or the like of the wooden main beam 40. By injecting the adhesive 43, the main beam 40 is filled with the adhesive 43 in each insertion hole 45 and the recessed space 44. By densely filling each of the insertion holes 45 and the recessed space 44 with the adhesive 43, the base plate 32 is integrally joined to the end of the main beam 40 and is firmly fixed. At that time, since the guide rod 51 is formed in a deformed shape, the contact area with the adhesive 43 is large, and the adhesive 43 filled in the insertion hole 45 is inside the fiber of the wooden main beam 40 from the insertion hole 51. The base plate 32 is firmly fixed to the main beam 40 because it penetrates into the main beam 40 and is integrally joined to the main beam 40.

The base plate 32 provided with the guide rod 51 in the quality-controlled factory is integrally joined to the end of the main beam 40 by using an adhesive 43, and the base plate 32 is fixed to the wooden main beam 40 and manufactured. The main beam 40 to which the base plate 32 is fixed is manufactured in the factory and then transported to the construction site. At the construction site, the main beam 40 is suspended by a crane and aligned with the column joint blocks 19 (19a, 19b, 19c) of the structural steel column 12 erected on the construction foundation 13. In this case, the fixing plate is not attached to the column joint block 19 (19a, 19b, 19c).

The main beam 40, which is a wooden structural beam, is attached to the structural steel column 12, with the main beam 40 suspended by a crane. With the wooden main beam 40 suspended by a crane, the base plate 32 (fixed to the wooden main beam 40) is placed on the opposite side surface of the column joint block 19 (19a, 19b, 19c) of the structural steel column 12. Place it facing you. Then, the base plate 32 is brought into contact with the side surface of the column joint block 19 (19a, 19b, 19c), and the periphery of the base plate 32 is welded or fixed by using a bolt / nut fastening means in the state of being in contact with the side surface. By welding and fixing the base plate 32 to the column joint block 19 (19a, 19b, 19c), the wooden main beam 40 is integrally joined to the column joint block 19 (19a, 19b, 19c) of the structural steel frame column 12. The beam receiving metal fitting 30E to be made is configured.

The wooden main beam 40 is integrally joined to the column joint block 19 (19a, 19b, 19c) of the structural steel frame column 12 by the beam receiving metal fitting 30E. In this case, the beam receiving metal fitting 30E can be composed of the base plate 32, the support plate 50, a plurality of guide rods 51, and the like, so that the beam receiving metal fitting 30E can be simply configured.

Further, the recessed spaces 44a and 44b formed by the wooden main beam 40 may be divided into an upper side and a lower side as shown in FIG. If the recessed spaces 44a and 44b are separated vertically, the usage fee of the adhesive 43 can be saved. Also in the beam receiving metal fitting 30E shown in FIG. 15, the wooden main beam 40 is integrally joined to the column joint block 19 (19a, 19b, 19c) of the structural steel frame column 12 at the construction site and is firmly fixed.

[Second Embodiment]
Next, a column-beam joint structure applied to a high-rise building and a second embodiment of a wooden building will be described with reference to FIG.
FIG. 16 shows an example in which the second embodiment of the wooden building according to the present invention is applied to a five-story wooden building.
In this wooden building 60, for example, a square tubular structural steel frame column 61 is erected as a structural column. In the structural steel column 61, a rectangular plate-shaped column base hardware 64 is installed on the building foundation 63 on the site. Similar to those shown in FIGS. 1 and 2, the building foundation 63 is made of reinforced concrete in which deformed reinforcing bars and column base reinforcing bars are arranged, and is tied and erected on the building foundation 63.

In the wooden building 60, as shown in FIG. 16, a main beam 70, which is a wooden structural beam, is laid horizontally between the structural steel columns 61, 61 facing each other. The main beam 70 is configured in the same manner as the wooden main beam 40 shown in the first embodiment, and is a structural laminated wood of natural wood having a large cross section or a horizontal member made of a composite material or laminated wood of wood. .. The structural laminated wood is made by drying a natural wood ground board to a moisture content of 15% or less, stacking several to ten or more ground boards, for example, ten ground boards, and using an adhesive such as epoxy resin. It is glued. The structural laminated wood may be a material in which a large number of prismatic ground boards are bundled and joined to a prismatic column having a large cross section with an adhesive.

The structural steel column 61 is configured in an upright state by alternately stacking prismatic steel column elements 61a to 61e and column joint blocks 65a to 65e on each floor of the building. The expansion prevention plates 66a and 66b made of steel in the shape of rectangular plates are integrally joined and provided above and below the column joint blocks 65a to 65e. The structural steel column 61 is configured by integrally stacking steel column elements 61a to 61e, column joint blocks 65a to 65e, and expansion prevention plates 66a and 66b, and a structural through column is erected. The column dimensions of the steel column elements 61a to 61e are rectangular cross sections of 120 mm square to 300 mm square, and square tubular steel column elements having a length of about 2500 mm to 3000 mm and a wall thickness of several mm to several mm are used.
The column joint blocks 65a to 65e have a rectangular cross section having column dimensions of 120 mm square to 300 mm square, and the height dimension is equal to the height dimension of the wooden main beam 70 and is formed in a tubular block shape.

The column joint blocks 65a to 65e are provided so as to face the main beams 70 constituting each floor of the building. The steel expansion prevention plates 66a and 66b provided above and below the joint blocks 65a to 65e form nodes for each floor of the square tubular structural steel column 61, and the rigidity of the structural steel column 61 is increased. The strength is improved. A wooden main beam 70 is integrally joined to each of the two or three side surfaces of the joint blocks 65a to 65e via a beam receiving metal fitting 68, and the main beam 70 is provided in a hybrid rigid frame structure. As the beam receiving metal fitting 68, the beam receiving metal fittings 30, 30A to 30E shown in the first embodiment and the first modification to the fifth modification are selectively used.

Further, the structural steel column 61 is configured as shown in FIG. 16, and the expansion prevention plate 66a on the column joint block 65e on the fifth floor of the building constitutes a steel top plate, and is formed on the top plate. Similar to the one shown in FIG. 1, small columns or bundles are provided via column pedestal stigma hardware to form a roof.

The structural steel column 61 is provided on the side surfaces of the column joint blocks 65a to 65e on each floor of the building on the two sides or the three sides, and the beam receiving metal fittings 30 shown in the first embodiment and the first to fifth modifications. Similar to ~ 30E, the wooden main beam 70 is integrally joined via the beam receiving metal fitting 68. The main beam 70 is integrally fixed to the structural steel column 61 by a beam receiving metal fitting 68 to form a strong hybrid rigid frame structure.

The main beam 70 is composed of, for example, structural laminated wood having a large cross section in beam width (W) and beam height (H). The beam width (W) and beam height (H) of the structural laminated lumber are configured while maintaining the dimensional relationship of W <H, and the beam dimensions (W × H) are 105 mm (~ 180 mm) × 300 mm (~ 600 mm). ) Main beam 70 of the wooden structural beam is selectively used.

In the five-story wooden building 60 shown in FIG. 16, for example, a structural laminated wood having a large cross section with a W × H dimension of, for example, 120 mm × 600 m is used as a horizontal member for the wooden main beam 70 on the first floor of the building. As an example, structural laminated lumber having a large cross section of 120 mm × 500 mm to 550 mm, 120 mm × 450 mm, 120 mm × 380 mm, and 120 mm × 300 mm is used for the second floor to the fifth floor of the building. In the wooden building 60 on the fifth floor, the beam height (H) of the main beam 70 is configured to be gradually lowered, for example, from the wooden main beam 70 on the first floor of the building toward the upper floors. For the wooden main beam 70 on each floor of the building, a structural laminated lumber with a large cross section is used as a structural beam (rigid frame beam).

Further, floor beams (not shown) are integrally joined to the main beams 70 on each floor of the building by beam receiving metal fittings (not shown) so as to be orthogonal to each other and arranged. The wooden main beam 70 and the upper surface of the floor beam are flush with each other (flat surface), and the floor surface of the floor structure of each floor of the building is provided. Structural floor panels (not shown), wall panels, and roof panels shown in Japanese Patent Application Laid-Open No. 2018-184743 are used on the main beams 70 and floor beams on each floor of the building. The structural floor panel has a panel thickness of, for example, 28 mm, and has strength to withstand heavy objects such as a piano. The structural floor panel is constructed by pre-cutting the pillar positions, the wall panel by opening such as windows, and the roof panel by matching the roof connection. On the main beam 70 and the floor beam on the 5th floor (top floor) of the building, a floor panel thinner than the structural floor panel, for example, a floor panel having a wall thickness of about 20 mm is laid to form an attic.

Further, the wooden building 60 is a building having a framework structure in which a wooden main beam 70 having a large cross section is integrally joined to a square tubular structural steel column 61 via a beam receiver 68. The wooden building 60 of a five-story building uses a steel structural steel column 61 as a structural column on the building foundation 63, but the floor beam of the main beam 70, the structural floor panel, the wall panel, the roof panel, etc. Is a wooden building that uses all wood and has a wood usage rate of over 70%.

Further, in the five-story building of the wooden building 60, the structural steel column 61 erected around the outer wall of the building has a fireproof coating material or a decorative plate bonded to at least the interior side of the building with an adhesive such as acrylic resin. , Covered. A fireproof coating material or a decorative plate is adhered to the structural steel frame column 61 erected inside the building from the outside over the entire peripheral surface with an adhesive to cover it.
The fireproof coating material is made of a commercially available product, and is used in a coated state by being adhered to a structural steel frame column 61, a wooden main beam 40, or the like, which also serves as a decorative plate.

By the way, according to the Building Standards Law, wood that is approved for "1 hour fire resistance" can be used for buildings up to 4 stories, and for "2 hour fire resistance", wood can be used for buildings up to 14 stories. Fireproof use under the Building Standards Act in general wooden buildings (high-rise buildings) is used according to the applicable floor of the building, and the suitable fireproof time is defined as shown in FIG.
In addition, the burning depth of columns and beams of semi-fireproof buildings and general wooden buildings is specified as shown in FIG. 18 (S62 Declaration No. 1902, Revised H16 National Declaration No. 333).
When laminated wood or laminated wood is used, the burn margin of columns and beams of semi-fireproof buildings is 45 mm for 1 hour fire resistance and 35 mm for 45 minutes fire resistance, and the burn margin of columns and beams of general wooden buildings is. , 30 minutes fireproof, 25 mm.

In the five-story wooden building 60 shown in the second embodiment, each structural steel column 61 is firmly formed on the building foundation 63 on at least the fourth floor of the building, similar to the wooden building shown in the first embodiment. Is fixed to. The main beam 70 having a large cross section, which is a wooden structural beam, is integrally joined to the column joint blocks 65a to 65e of the structural steel frame column 61 by using a beam receiving metal fitting 68, and is firmly fixed.
Further, the column joint blocks 65a to 65e of the structural steel column 61 are fixed with expansion prevention plates 66a and 66b at the top and bottom, and the structural steel column 61 is formed with nodes on each floor of the building to prevent expansion. Therefore, the rigidity and strength can be improved.

Further, the column joint blocks 65a to 65e of the structural steel column 61 and the wooden main beam 70 are integrally joined via a beam receiving metal fitting 68 to form a firmly fixed hybrid rigid frame structure. The beam receiving metal fitting 68 can increase the shearing force between the structural steel column 61 and the wooden main beam 70. Further, since the beam receiving metal fitting 68 is integrally joined to and fixed to the wooden main beam 70 by using an adhesive, the beam receiving metal fitting 68 can prevent the wooden main beam 70 from cracking. The hybrid rigid frame structure in which the wooden main beam 70 is integrally joined to the structural steel column 61 by using the beam receiving metal fitting 68 can enhance the rigidity of the framework structure and the restoring force after an earthquake. In addition, in the five-story wooden building 60 shown in FIG. 16, the square tubular structural steel column 61 is tightly erected on the building foundation 63, and the column joint of the structural steel column 61 is firmly erected. The wooden main beam 70 is firmly fixed to the blocks 65a to 65e by using the beam receiving metal fitting 68. Therefore, the structural steel column 61 tied to the building foundation 63 and the wooden main beam 70 integrally joined to the structural steel column 61 (column joint blocks 65a to 65e) by using the beam receiving metal fitting 68. In the wooden building 60 provided, the frame structure of the wooden main beam 70 can be made into a tough hybrid ramen structure and a hybrid structure.
The wooden building 60 has earthquake resistance and durability that does not withstand a severe earthquake, and can provide a building having toughness.

As described above, even if the five-story building is a wooden building 60, it is possible to provide a durable and earthquake-resistant building as in the wooden building shown in the first embodiment. Furthermore, with the enforcement of the Law for Promotion of Wood Utilization in Public Buildings in 2010, the number of wooden public facilities is increasing in buildings such as schools and city halls. In general houses, not only wooden buildings with three-story buildings but also high-rise wooden buildings such as wooden buildings with four or more floors, for example, five-story buildings are increasing.

[Third Embodiment]
Next, a joint structure of columns and beams applied to a wooden building and a third embodiment of the wooden building are shown, and FIG. 19 shows a conceptual diagram of a plan plan example of the building of the wooden building.
The example of the floor plan of the building used in the third embodiment shows the floor plan of the specific floor of the wooden building 80 built on the building site. The wooden building 80 is formed by arranging a plurality of, for example, nine square tubular structural steel columns 81 in the four corners of the building site to form the main part 82 of the building. A first incidental portion 83a is provided on one outer side of the building main portion 82, and a second incidental portion 83b is provided on the other outer side.

Each structural steel column 81 is tightly tied and firmly erected on the building foundation, like the structural steel column 12 shown in the first embodiment. The main beam 84 of the wooden structural beam is integrally joined between the structural steel columns 81 and 81 facing each other via a beam receiving metal fitting (not shown). As the beam receiving metal fittings, the beam receiving metal fittings 30, 30A to 30E shown in the first embodiment and the first to fifth modified examples are selectively used. The wooden main beam 84 is integrally joined to the two side surfaces, three side surfaces, or four side surfaces of the structural steel frame column 81 (column joint block 85) by using a beam receiving metal fitting, and is firmly fixed. The structural steel column 81 on the first floor of the building is arranged so that the wooden main beam 84 has a span of 6 m or less, which is the maximum length of general distribution materials. Further, the wooden main beam 84 is a high-rigid rigid frame integrally connected to the structural steel column 81 (column joint block 85) by a beam receiving metal fitting, and is configured as a hybrid rigid frame structure.

Further, in the first ancillary portion 83a, a wooden structural column 86 is used together with the main beam 84 of the wooden structural beam instead of the structural steel column. For the structural column 86, structural laminated wood or laminated wood is used. The beam receivers 30, 30A to 30E shown in the first embodiment and the first to fifth modifications are selectively used as the beam receivers for joining the wooden main beam 81 to the wooden structural columns 86. Used for. In the first ancillary portion 83a, both the structural column 86 and the main beam 84 are made of wood, so that the cost can be reduced.

Further, in the second incidental portion 83b, the wooden main beam 84 is integrally joined to the structural steel frame column 81 (column joint block 85) in a cantilever shape by using a beam receiving metal fitting (not shown), and a veranda or the like is formed. It is formed. It is also possible to provide the curtain wall 87 at the free end of the wooden main beam 81 constituting the second incidental portion 83b.

In the wooden building 80 shown in the third embodiment, incidental portions 83a and 83b are provided on the side sides of the main part 82 of the building to increase the number of wooden parts, reduce the ratio of the steel frame to the floor area, and reduce the cost. it can. Further, since the structural steel frame columns 81 constituting the main part 82 of the building are arranged in a large span, it is possible to plan a spacious floor structure with a high degree of freedom.

As shown in FIG. 20, the wooden structural columns 86 constituting the through columns provided in the first ancillary portion 83a have the bottom of the structural columns 86 erected on the column base metal 90 tied to the building foundation 88. Will be done. The structural column 86 has a slit groove 89 at the bottom and a notch 91 fitted into a guide plate 92 or a guide frame 93 in the circumferential direction erected on the column base metal 90, and a large number of drift pins 94 are attached to the structural column 86. By bringing it through the insertion hole 95 of the guide plate 92 from the side surface, it is firmly fixed and the structural pillar 86 is prevented from floating.

[First Modified Example of Third Embodiment]
FIG. 21 shows a conceptual diagram of a plan plan example of a building of a wooden building showing a joint structure of columns and beams and a first modification example of the third embodiment of the wooden building.
The example of the plan plan of the building of the wooden building 80A shown in this modified example is an example in which the incidental portion 101 formed around the main part 100 of the building is increased, and this point is shown in FIG. It is basically different from the plan plan example. The same components as those of the building plan plan example shown in the third embodiment are designated by the same reference numerals, and detailed description thereof will be omitted or simplified.

In the wooden building 80A shown in FIG. 21, the main building portion 100 is arranged in the central region of the building foundation, and the incidental portion 101 is formed on the entire side surface of the main building portion 100. In the illustrated example, a plurality of (for example, six) square tubular structural steel columns 81 are arranged at equal intervals in a rectangular shape on the main part 100 of the building. Similar to the structural steel column 81 shown in the third embodiment, each structural steel column 81 is firmly fixed and erected on the building foundation. The main beam 84 of the wooden structural beam is integrally joined and fixed between the opposing structural steel columns 81 and 81 via a beam receiving metal fitting. Wooden main beams 84 are integrally joined to three or four sides of the structural steel column 81 (column joint block 85) by using a beam receiving metal fitting, similarly to the wooden main beam 84 shown in the third embodiment. Will be done. The wooden main beam 84 is integrally joined to the structural steel frame column 81 by a beam receiving metal fitting to form a hybrid rigid frame structure which is a high-rigid rigid frame.

A wooden main beam 84 and a wooden structural column 86 are provided as a through column in the ancillary portion 101 formed on all side sides around the building main portion 100. A structural laminated wood or laminated wood is used for the structural column 86. As the beam receiving metal fitting for joining the wooden main beam 84 to the wooden structural column 86, the beam receiving metal fittings 30, 30A to 30E shown in the first embodiment and the first to fifth deformation examples are selectively used. used. Since the structural column 86 and the main beam 84 are used for the ancillary portion 101 and both are made of wood, the number of wooden parts can be further significantly increased, and the ratio of steel to the floor area can be reduced.

In this wooden building 80A, in the example of the plan plan of the building, the horizontal members include the wooden main beam 84, and all the horizontal members such as floor beams (not shown) can be made of wood, so that the floor assembly can be easily constructed. be able to. In addition, the pillars can be arranged in a large span of 4 m to 6 m, and the floor surface of each floor of the building can be planned in a variety of planes.
Further, in the wooden building 80A, since the horizontal members are all made of wood, there is a great degree of freedom in partitioning and remodeling the floors of each floor of the building. In the wooden building 80A, the floor surface of each floor of the building can be constructed with free specifications.
In addition, in the wooden building shown in the third embodiment and its modified example, since the main beam of the horizontal member is wood, the flat construction of each floor of the building can be easily and easily performed. Therefore, it is possible to easily perform a reform to display the floor plan according to the change of the lifestyle.

[Other embodiments]
In each embodiment of the wooden building according to the present invention, the wooden building of the three-story and five-story buildings has been described, but the present invention is the wooden structure of a two-story or more wooden building and a six-story or more high-rise building. It may be applied to buildings.

Although some embodiments and modifications of the present invention have been described above, these embodiments are presented as examples and are not intended to be limited to the scope of the invention. These novel embodiments can be implemented in various other embodiments, and various omissions, replacements, and changes can be made without departing from the gist of the invention. These embodiments and modifications thereof are possible without departing from the gist of the invention, and include a range equivalent to the invention described in the claims.

10 ... Wooden building, 11 ... Built-in garage, 12 ... Structural steel columns, 12a-12c ... Steel column elements, 13 ... Building base (building foundation), 14 ... Pillar base hardware, 15 ... Building main bars, 16 ... Anchor bolts , 17 ... Column base pack, 18 ... Fastening nut, 19, 19a-19c ... Column joint block, 20a, 20b ... Expansion prevention plate, 21 ... Column (bundle), 22 ... Top plate, 23 ... Column base column head hardware , 24 ... Base plate, 26 ... Roof panel, 27 ... Roof, 28 ... Roof room, 29 ... Floor panel, 30, 30A-30E ... Beam receiving hardware, 31 ... Fixed plate (installation plate), 32 ... Base plate, 33 ... Joint recess, 34 ... engaging convex part, 35 ... guide member, 36 ... concave groove, 37 ... insertion hole, 38 ... retaining hole, 39 ... retaining member, 40 ... main beam (wooden structural beam), 41 ... slit Groove (guide groove), 42 ... Drift pin, 43 ... Adhesive, 44 ... Recessed space, 45 ... Insertion hole (guide hole), 46 ... Injection port, 50 ... Support plate, 51 ... Guide rod, 52 ... Fastening nut , 60 ... Wooden building, 61 ... Structural steel column, 61a-61e ... Steel column element, 63 ... Building foundation, 64 ... Column base hardware, 65a-65e ... Column joint block, 66a, 66b ... Expansion prevention plate, 70 ... Main beam (wooden structural beam), 80, 80A ... Wooden building, 81 ... Structural steel column, 82 ... Main part of the building, 83a ... First ancillary part, 83b ... Second ancillary part, 84 ... Main Beams, 85 ... Column joint blocks, 86 ... Wooden structural columns, 87 ... Curtain walls, 88 ... Building foundations, 89 ... Slit grooves, 90 ... Column base hardware, 92 ... Guide plates, 93 ... Guide frames, 94 ... Drift Pin, 95 ... Insertion hole, 100 ... Main part of the building, 101 ... Ancillary part

Claims (11)

Structural steel columns erected on the column base hardware of the building foundation,
Beam receivers provided on the sides of this structural steel column and
In the method of joining a column having a main beam of a wooden structural beam fixed to the beam receiving metal fitting, the beam is joined.
The beam receiving metal fitting includes a fixing plate fixed to the side portion of the structural steel frame column on the factory side and a base plate provided at the end portion of the main beam and fixed to a guide member.
The guide member fixed to the base plate is housed in the axial guide groove or the guide hole formed in the main beam, and the base plate is made of the main by the adhesive filled in the guide groove or the guide hole. It is integrally joined to the beam,
The beam receiving metal fitting is configured by fitting the base plate to the fixing plate so as to be wedge-bondable at a construction site , and the main beam is integrally provided with the structural steel frame column by using the beam receiving metal fitting.
A method of joining a column and a beam, characterized in that the structural steel column and the main beam are formed into a hybrid rigid frame structure. The structural steel column is formed by stacking a column base base pack fixed to the base on the column base hardware .
The column base hardware and the column base base pack are fixed by anchor bolts and nuts protruding from the building foundation through the column base hardware and the column base base pack.
The method for joining a column and a beam according to claim 1, wherein the structural steel column is tightly erected on the building foundation. In the structural steel column, a square tubular column joint block is placed on a square tubular steel column element via a steel expansion prevention plate , and steel expansion prevention plates are sequentially placed above and below the column joint block. The method for joining columns and beams according to claim 1 or 2, wherein the columns and beams are laminated to form structural steel columns for each floor of the building. The method for joining a column and a beam according to claim 1 , wherein the base plate has a tongue piece-shaped support plate that supports an end portion of the main beam. The base plate integrally joined to the main beam with an adhesive is configured by being wedge-bonded to the fixing plate fixed to the side portion of the structural steel frame column, and the mating surface of the fixing plate and the base plate. The method for joining a column and a beam according to claim 1 , wherein a retaining member is inserted into a retaining hole formed in the plate width direction, and the beam receiving metal fitting is assembled at a construction site. The fixed plate and the base plate are formed in a rectangular shape equal to the area of the beam end of the main beam and face each other.
The fixing plate, while providing longitudinal engagement recess on one side, the base plate is provided with a engaging portion in the longitudinal direction on the fixed plate side,
The engaging protrusion is fitted into the engaging recess of the fixing plate so as to be wedge-bonded from above.
The fixing plate and the base plate form a retaining hole extending in the plate width direction on the mating surface of the engaging concave portion and the engaging convex portion that have been fitted, and a retaining member is inserted into the retaining hole. The method for joining a column and a beam according to claim 1, wherein the beam receiving metal fitting is assembled . The fixed plate and the base plate are formed in a rectangular shape equal to the area of the beam end of the main beam and face each other.
The fixing plate, while providing the engaging projection of the longitudinal on one side, the base plate is provided with a vertical engaging recess to the fixed plate side,
The engaging recess is fitted to the engaging protrusion of the fixing plate so as to be wedge-bondable from above.
The fixing plate and the base plate are mated said engaging convex portion and the engagement of the retaining holes are formed extending in the mating surface of the case recessed plate width direction to have, said member retaining the retaining hole is inserted The method for joining a column and a beam according to claim 1, wherein the beam receiving metal fitting is assembled . The beam receiving metal fitting is accommodated in a base plate fixed to a side portion of the structural steel frame column and an axial guide groove or a guide hole fixed to the base plate and having a free end side formed in the main beam. With multiple guide members,
It is provided with an adhesive that fills the guide groove or the guide hole in which the guide member is housed.
The method for joining a column and a beam according to claim 1, wherein the base plate is integrally joined to and fixed to the main beam using the adhesive. Install column base hardware at least 4 places on the foundation of the building,
Square tubular structural steel columns are fixed on the column base hardware and erected respectively.
Beam receivers are fixed to the sides of each floor of the structural steel column.
The joining method of the columns and beams of wooden buildings provided by laterally placed the main beam of the wooden structural beam in the beam receiving hardware opposed between the structural steel columns,
The beam receiving metal fitting includes a fixing plate fixed to the side portion of the structural steel frame column on the factory side and a base plate provided at the end portion of the main beam and fixed to a guide member.
The guide member fixed to the base plate is housed in the axial guide groove or the guide hole in which the main beam is formed, and the base plate is formed by the adhesive filled in the guide groove or the guide hole. It is integrally joined to
The beam receiver is constructed by fitting a base plate fixed to the main beam to a fixing plate fixed to the structural steel column so as to be wedge-bonded at a construction site.
The main beam is integrally joined to the structural steel column by using the beam receiving metal fitting using an adhesive.
A method of joining columns and beams of a wooden building, characterized in that the structural steel columns and main beams are formed into a hybrid rigid frame structure. Pillar base hardware is installed at least four places on the building foundation and arranged in a rectangular shape.
Four or more square tubular structural steel columns erected on the column base hardware of the building foundation,
Beam receiving hardware provided on the side of each floor of the structural steel column and
In a method of joining a column and a beam of a wooden building having a main beam of a wooden structural beam fixed to the beam receiving metal piece facing the structural steel column.
Each floor portion of the building constitutes a main part of the building having a rectangular plane arrangement shape in which the main beam is fixed to the structural steel frame column via the beam receiving metal fitting.
The beam receiving metal fitting includes a fixing plate fixed to the side portion of the structural steel frame column on the factory side and a base plate provided at the end portion of the main beam and fixed to a guide member.
The fixing of the guide member to the base plate, by the housing in the axial direction of the guide groove or guide hole formed in the main beam, and the adhesive filled in the guide groove or the guide hole, the main beam of the base plate It is integrally joined to
The beam receiver is constructed by fitting a base plate fixed to the main beam at a construction site to a fixing plate fixed to the structural steel column so as to be wedge-bonded.
The main beam is integrally joined to the structural steel column by using the beam receiving metal fitting using an adhesive.
A method of joining columns and beams of a wooden building, characterized in that the structural steel columns and main beams are formed into a hybrid rigid frame structure. Ancillary parts are provided on the outer side of the main part of the building.
In the ancillary portion, wooden structural columns are erected facing at least two structural steel columns in the main part of the building.
The tenth aspect of claim 10, wherein the main beam is integrally joined and horizontally laid between the wooden structural columns and the wooden structural columns facing the structural steel columns via the beam receiver. How to join columns and beams in a wooden building.

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