JP2001303663A - Narrow wall panel structure, portal frame structure and wooden building - Google Patents

Abstract

PROBLEM TO BE SOLVED: To make it possible to effectively utilize a narrow site, ensure a necessary wall quantity of a wooden building by portal frame structure and narrow wall panel structure and form a parking space of the wooden building on the first floor. SOLUTION: The portal frame structure 30 and narrow wall panel structure 60 are incorporated into a skeleton of wooden framework structure to constitute the wooden building 20. The portal frame structure 30 is so constituted that column members 1 and 1 having a rectangular section is fixed to a sill 20 with a joint hardware 23 and that a panel beam (width L) 8 is constructed and fixed to the upper ends of the column members 1 and 1 to fix a structural plywood 17 to the whole surface of the panel beam 8 and a part of the column member 1 (a) (b). The panel beam 8 is so constituted that both ends of upper and lower chord members 9 and 10 are fixed to the column members 1 and 1 with the joint hardware and that a panel frame member 12 is inserted between both upper and lower chord members 9 and 10 to fix. The panel frame member 12 is so constituted that ups and downs of muntins 13 are held between cross rails 14 and 15 to fix.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wooden structure using a narrow-wall panel structure and a portal-type rigid frame structure which are designed to exhibit the same strength as a load-bearing wall in a wooden structure.

[0002]

2. Description of the Related Art In a conventional wooden building, a load-bearing wall having a predetermined structure with bracing or the like is formed with a required width or more (usually 600 mm or more according to local government regulations), and load-bearing walls are arranged on a plane in a well-balanced manner. I had to.

[0003]

According to the above-mentioned standard, depending on the shape of the site, the required amount cannot be secured with a load-bearing wall having a normal width, or it is difficult to arrange the load-bearing walls in a well-balanced manner. In particular, in a plan that uses a narrow site or the first floor as a garage for a car, the entire narrow frontage is opened as a garage entrance, and this problem is conspicuous, and there is a problem that the plan is restricted. Was.

[0004]

According to the present invention, however, the above problems have been solved by constructing a portal-type rigid frame structure and a narrow-width wall panel structure combining structural plywood.

That is, according to the present invention, the lower ends of solid pillars arranged at a predetermined interval are joined to a horizontal member, and a predetermined interval is provided between the upper ends of the two pillars so as to be parallel to each other. The arranged upper chord material and lower chord material are joined, a panel frame material is interposed between the upper and lower chord materials, and solid columns are joined to the left and right ends of the beam material. Further, a four-sided edge portion of a structural plywood covering one surface of the panel frame material is fixed, thereby providing a portal-type ramen structure made of wood. In the above, the panel frame member has a portal-type rigid frame structure in which vertical bars arranged in parallel at predetermined intervals are fixed vertically between horizontal bars fixed along the upper and lower chord members. In addition, joining of column material and horizontal material,
The column member is connected to the upper and lower chord members by forming one or both of the fitting holes, and is performed through a fitting metal buried in the fitting hole. Structure.

[0006] The present invention also relates to a wall structure constructed between a foundation and a horizontal member or between horizontal members arranged vertically, wherein the wall structure has a parallel solid frame structure. A vertical fitting groove is formed on the opposite side surface, and both side edges of the structural plywood arranged between the two vertical frame members are fitted and bonded to the fitting groove, and the opposite side surfaces of the two vertical frame members are used for vibration damping. A narrow wall panel structure, wherein a horizontal beam is erected and adhered to the structural plywood and the pillar. Further, in the above, the crosspiece for damping has a narrow wall panel structure in which it is arranged at a position in contact with the upper and lower horizontal members and at least one is arranged at an intermediate height. Further, a narrow wall panel structure is provided in which an upper portion of the plate-shaped metal is buried and fixed to a horizontal member arranged thereon, and a lower portion of the plate-shaped metal is buried and joined to an upper end of a solid vertical frame member. In addition, a narrow wall panel structure in which a vertical portion of an inverted T-shaped joint metal is buried in a lower surface of a solid vertical frame member, and a horizontal portion of the joint metal is joined to a bolt protruding from an upper surface of a lower horizontal member. .

[0007] The invention of a wooden structure is a wooden structure characterized by combining any of the above-described portal-type ramen structures and any of the narrow wall panel structures. Furthermore, it is a wooden building in which a gate-type ramen structure and a narrow wall panel are arranged in the same plane.

In the above description, the horizontal member refers to a base, a beam, or the like.

[0009]

BEST MODE FOR CARRYING OUT THE INVENTION A wooden structure 62 of the present invention is constructed by incorporating a portal frame structure 30 and a narrow wall panel structure 60 into a frame of a wooden frame structure (FIG. 7). It is desirable that the portal-type ramen structure 30 and the narrow-width wall panel structure 60 are arranged in the same plane.

The portal-type rigid frame structure 30 fixes the pillars 1, 1 having a rectangular cross section to the base 20 with metal fittings.
A panel beam (width L) 8 is erected and fixed at the upper end of the panel ply.
Are fixed (FIGS. 1A and 1B).

The narrow wall panel 60 is constructed by fixing the upper and lower portions of the solid vertical frame members 32, 32 between the foundation and the horizontal member with metal joints. Narrow wall panel 48
The two side edges 43, 43 of the structural plywood 40 are fitted and adhered to the vertical fitting grooves 37, 37 formed on the opposed side surfaces 33 of the side-by-side vertical frame members 32, 32. The crosspieces 46 are adhered to both ends and an intermediate portion so as to sandwich the structural plywood 40 (FIG. 3).

[0012]

Embodiment 1 An embodiment of the present invention will be described with reference to FIGS.

(1) Configuration of portal type ramen structure

Columns 1 and 1 made of glued glue having a rectangular cross section (long side L 1 and short side L 2) are separated by a predetermined distance (panel beam length L).
And panel beams (width L) on the upper ends 4 of the pillars 1 and 1
8 and the structural plywood 17 is fixed to the entire surface of the panel beam 8 and a part of the column member 1, and
9 (FIGS. 1A and 1B).

In the above, a fitting hole 6 for fixing to the base 20 is formed in the lower surface 5 of the column 1, and a panel beam 8 is fixed to the inner surface of the upper end 4 of the column 1. A fitting hole 7 is formed.

In the above, the panel beam 8 is formed by fitting the panel frame member 12 between the upper chord member 9 and the lower chord member 10 having a length L. Both the upper chord material 9 and the lower chord material 10 have a square cross section (one side L2). A fitting hole 1 for fixing to a pillar material is provided at both end surfaces of the upper and lower chord materials 9 and 10.
1 are formed respectively.

The panel frame member 12 is arranged above and below the vertical bar members 13, 13 arranged in parallel at a predetermined interval.
It is integrally formed by being sandwiched between the horizontal rails 14 and 15 having the same length L as that of zero and fixed by nailing. Left and right end surfaces 16, 16 of the horizontal rails 14, 15 and the outer surface 1 of the outermost vertical rails
3a is formed flush. The panel frame material 12
(Width of the horizontal rails 14, 15 and the vertical rail 13) is L2
The front faces of the panel frame member 12, the upper and lower chord members 9, 10 and the column member 1 are formed flush (FIGS. 1A and 1B).

In the above description, generally, the column members 1, 1,... Which are assembled and processed in a factory into a structure in which the structural plywood 17 is fixed to the panel frame member 12 and similarly processed in the factory into a predetermined shape.
Along with the upper and lower chord materials 9 and 10, they are carried to the construction site.

(2) Construction of the portal type ramen structure 30

At the construction site, anchor bolts
The pillars 1 and 1 are erected and fixed on a base 20 fixed to a foundation. At this time, the fixing between the base 20 and the column 1 is
Fitting holes 22, 22 are drilled in the upper surface 21 of the column, and a plate-like common joint metal 23 is inserted into the fitting hole 6 drilled in the lower surface 5 of the column 1 to form the joint metal 23. Drift pins 25, 25 are driven into the through holes 24, 24 from the side surface of the base 20 and the front surface of the column 1 and fixed (FIG. 4B).

Subsequently, one side of the plate-shaped joint hardware 27 is inserted into the fitting holes 7 of the column members 1, 1, and the other side of the joint hardware 27 is inserted into the fitting holes 11, 11 of the lower chord material 10. Insert each one. Also,
Drift pins 25, 25 are driven into the through holes 28, 28 of the joint hardware 27 from the front of the column 1 and the front of the lower chord 10, and the columns 1, 1 and the lower chord 10 are joined. Similarly, the column members 1 and 1 and the upper chord member 9 are fixed with the joint hardware 27.

Next, between the upper and lower chord members 9, 10, the column members 1,
During 1, the panel frame material 12 (to which the structural plywood 17 is fixed) manufactured in the factory is inserted. Since the structural plywood 17 is fixed to the panel frame 12, the structural plywood 1
The left and right edges 18, 18 of 7 are located in front of the pillar 1, and the upper and lower edges 19, 19 are located on the upper and lower chords 9, 10, respectively (FIG. 1B). Subsequently, the four peripheral portions of the structural plywood 17 are fixed to the pillar members 1 and 1 and the upper and lower chord members 9 and 10 by nailing.

As described above, the portal-type ramen structure 30
Is completed (FIG. 1B).

In the above, the portal-type ramen structure 30 is constructed by the panel frame material 12 (the structural plywood 1) manufactured at the factory.
7 is fixed), and the pillar material 1, which was also processed at the factory,
1. Since the upper and lower chord materials 9, 10 were assembled at the construction site,
It is desirable because both the transport efficiency and the work efficiency at the site can be improved.
2, pillar materials 1, 1, upper and lower chord materials 9, 10, structural plywood 17
Is fixed), and the entire portal ramen 29 can be carried to the construction site.

In the above, when a certain degree of structure is manufactured in a factory and carried to a construction site, the work on the construction site can be greatly reduced, and the quality of the product can be reduced and the construction period can be shortened. The portal-type ramen structure 30 can be constructed while assembling the members (the panel frame member 12, the column members 1, 1, the upper and lower chord members 9, 10 and the structural plywood 17) at the construction site. Further, the panel frame member 12 can also be assembled at the construction site.

(3) As shown in Tables 1 to 4 below, the portal-type rigid-frame structure 30 configured as described above can secure a design wall magnification and can increase the span WW (FIG. 1B) to 2730 m.
Even if it is formed to m, when it is fixed to only one surface of the panel frame 8 using the structural plywood 17 having a thickness of 9 mm, it is possible to secure the same proof stress as the proof wall of about 500 mm to 3500 mm.

[0027]

[Table 1]

[0028]

[Table 2]

[0029]

[Table 3]

[0030]

[Table 4]

(4) Another embodiment

In the above-described embodiment, the panel frame member 12 is composed of the vertical beam members 13 and the horizontal beam members 14 and 15, but may have another constitution (not shown).

In the above embodiment, the structural plywood 1
7 can exert sufficient functions only by being fixed to one surface of the panel frame 8 (panel frame material 12), but is further strengthened by being fixed to both surfaces (not shown).

In the above embodiment, nails are used for fixing each member. However, screws or various kinds of metal fittings may be used, or they may be fixed by bonding, and these may be used together for fixing. Not shown).

Further, in the embodiment, the plate member 1 and the upper and lower chord members are joined by using the plate-shaped joint hardware 27.
Can be joined using an inverted T-shaped joint hardware (FIG. 5) similar to the joint hardware 50 of FIG. In this case, the horizontal member 51
Forms a plurality of holes for bolt insertion (four in this case)
The auxiliary plate 31 is applied to the other surface of the column 1 and the auxiliary plate 31 and the horizontal plate are fixed with four bolts and nuts (FIG. 6). Further, other conventional metal fittings can also be used (not shown).

In addition, the joint metal 50 can also be used for joining the base 20 and the column member 1 (not shown). Further, other conventional metal fittings can also be used (not shown).

[0037]

Embodiment 2 An embodiment of the narrow-wall panel structure of the present invention will be described with reference to FIGS.

(1) Structure of narrow-width wall panel

The solid vertical frame members 32, 32 having a height H are arranged side by side (interval of W between the cores of the vertical frame members 32, 32), and opposing side surfaces 33 of the vertical frame members 32, 32. A vertical fitting groove 37 is formed over the entire length in the vertical direction. A structural plywood 40 having a height H is disposed between the two vertical frame members 32, 32, and both side edges 43, 43 of the structural plywood 40 are aligned with the vertical fitting grooves 37 of the vertical frame members 32, 32.
Insert and adhere inside. Upper and lower surfaces 35, 36 of the vertical frame member 32
Are formed with fitting holes 38 and 39 for fitting metal fittings (FIGS. 3A and 3B). The fitting hole 39 on the lower surface of the vertical frame member 32 has a wide portion 39a formed on the opening side.

Both sides 4 of the upper and lower ends of the structural plywood 40
1 and 42, so that the structural plywood 40 is sandwiched therebetween,
6, 46 are adhered. The upper surface 44 of the horizontal rail 46 located above the upper surface 35 of the vertical frame member 32 and the structural plywood 40
The front surface 47 is formed flush with the upper surface 44 of the vertical frame member 32.
And is formed flush with the front surface 34. Further, the lower surface of the horizontal rail member 44 located below is formed flush with the lower surface 36 of the vertical frame member 32 and the lower surface 45 of the structural plywood 40, and
Are formed flush with the front surface 34 of the vertical frame member 36.

Subsequently, similarly, at the intermediate position in the vertical direction, the horizontal rails 46, 46 are arranged so as to sandwich the structural plywood 40,
It is bonded to the vertical beams 32, 32 and the structural plywood 40. The front 47 of the horizontal bar 46 in the middle part is also the front 34 of the vertical bar 32.
It is formed flush.

The narrow wall panel 48 is constructed as described above (FIGS. 3A, 3B and 3C). Narrow wall panel 48
Is desirably manufactured in a factory in advance and transported to a construction site. In the above-mentioned bonding, for example, an aqueous polymer isocyanate-based adhesive is used.

(2) Narrow wall panel structure

A vertical metal member 53 is integrally fixed to an upper surface of a horizontal member 51 in which a through hole 52 for inserting an anchor bolt is formed. A cutout 54 is formed in the center of the lower end of the vertical member 53 of the metal joint 50, and a through hole 55 for a drift pin is formed in the upper part (FIG. 5).

The horizontal member 51 of the metal fitting 50 is placed on the base 56, and the anchor bolt 57 projecting from the base 56
Is inserted into the through hole 52 of the horizontal member 51 and a nut is screwed into the base member 56 to fix the metal joints 50 and 50 to the base 56 (FIG. 3).
(A)).

Subsequently, the vertical frame members 32, 32 of the narrow wall panel 48 pre-assembled at the factory are arranged on the joint metal members 50, 50, and the vertical members of the joint metal member 50 are fitted into the fitting holes 39 of the vertical frame member 32. 53 is inserted (FIG. 5), and the drift pins 25, 25 are struck from the front of the vertical frame member 32.
Fix to 6.

Next, the vertical frame members 32, 3 of the narrow wall panel 48
One side of the plate-like metal fitting 23 is inserted into the fitting hole 38 on the upper surface of the drift frame 25, and the drift pins 25, 2
5 is fixed to fix the metal joint 32. Subsequently, the beam (horizontal member) 5 is disposed on the narrow wall panel 48, and the fitting 23 protruding from the upper surface of the vertical frame member 32 into the fitting hole 59 of the beam 58.
Of the drift pin 25 from the surface of the beam 58,
25, and the beam 58 and the metal joint 23 are fixed (FIGS. 3A and 3B).

The narrow wall panel structure 60 is configured as described above.

In the above, if the narrow-width panel 48 is manufactured in a factory in advance and brought into the construction site, the on-site work can be greatly reduced, thereby improving the quality of the product and shortening the construction period. Thus, the narrow-width wall panel structure 60 can be constructed while assembling the members.

(3) In the narrow wall panel structure 60 thus formed, the width W (FIG. 3A) is set to 303 to 455 m.
m, a design wall magnification of about 10.5 can be secured as shown in Table 5 below, and when a 9 mm thick structural plywood 40 is used, a bearing wall having a width of about 2000 mm is used. The same proof stress can be secured.

[0051]

[Table 5]

In the narrow wall panel structure 60, W is set to 303.
As it was formed as narrow as ~ 455mm, the normal wall width was 900m
Since the rate of bending deformation is higher than shear deformation compared to a general bearing wall of about m, a rigid beam is placed on the upper surface of the wall to restrain bending deformation and pull out the vertical frame material. Restrained. In the rigidity calculation for the horizontal force, the in-plane shear deformation and the bending deformation are calculated from the cross-sectional performance of the load-bearing wall cross section. In addition, since the width of the load-bearing wall is narrow, excessive pulling force and compressive force are generated in the vertical frame member. Therefore, in evaluating the wall magnification, the rotation of the entire narrow wall panel due to the extension of the anchor bolt is considered.

(4) Another embodiment

In the above embodiment, the lower T-shaped joint metal member 50 is used on the lower side of the vertical frame member 32 and the plate-shaped joint metal member 23 is used on the upper side.
Both upper and lower plate-shaped joint pieces 23 or inverted T-shaped joint pieces 50 can be used. In addition, other conventionally used metal joints can be used for the metal joints (both are not shown).

Further, in the above embodiment, the horizontal rails 46 of the narrow wall panel 48 are connected to both sides 42, 42 of the structural plywood 40.
The twisting of the structural plywood 40 and the vertical frame member 32 can be effectively controlled, but the structural plywood 40
May be arranged on only one side or both sides and staggered (not shown).

The two cross members 46 are arranged in the middle part, but it is possible if at least one is arranged.

Further, in the above embodiment, each member is bonded by an adhesive, but the type of the adhesive is arbitrary.
It can be fixed by nailing or screwing, various kinds of joint hardware, or other methods, and can also be used together with an adhesive (not shown).

Further, in the above embodiment, as in the case of the structural plywood 17 of the first embodiment, the structural plywood can be further fixed to one or both sides between the vertical frame members 32, 32 (shown in the figure). Absent).

Further, the narrow wall panel 48 includes a foundation 56
Although mounted on the base, the base 20 arranged on the foundation 56 can be fixed to a penetrating anchor bolt 57 (not shown). Further, it can be fixed to the base 20 by means other than the anchor bolt 57 (not shown).

On the second or third floor wall, the first or second floor
A narrow wall panel 48 can likewise be fixed on the floor beams (horizontal members) (not shown).

[0061]

Embodiment 3 An embodiment of a wooden building according to the present invention will be described with reference to FIG.

(1) The portal-type rigid frame structure 30 and the narrow-wall panel structure 60 configured as in the first and second embodiments are incorporated into a wooden frame structure (conventional construction method). For example,
A gate-shaped ramen structure 30 is formed in front of the parking space 60, and a narrow-wall panel structure 60 is arranged in the same plane as the gate-shaped ramen structure 30 in order to compensate for a wall area missing in the gate-shaped ramen structure 30. Wooden structure 62 (FIG. 7).

Therefore, after construction, it functions as one of the structural elements equivalent to a general load-bearing wall or a pillar. That is, in the event of an earthquake or storm, the horizontal load applied to the building is borne according to the rigidity ratio of the seismic elements (normal load-bearing walls, the present structure) on each floor, and the present structure also bears a corresponding horizontal force.

In calculating the wall amount corresponding to the rigidity ratio, the shape characteristics and the use characteristics of the load-bearing wall are taken into consideration. In particular, since the width of the load-bearing wall is narrow, the rate of bending deformation is higher than shear deformation compared to general load-bearing walls.When used as an independent load-bearing wall, when calculating the wall amount, the wall width is given as it is. It is not possible to evaluate the wall volume by multiplying the wall magnification (value specified in the Building Standard Law Enforcement Order, Notification of the Minister of Construction, etc.).

Accordingly, not only the calculation for obtaining an appropriate wall amount determined from the wall width, but also the wall magnification in which the given wall magnification is reduced is determined in consideration of the experimental deformation amount. Thus, similarly to a general bearing wall in design, a structural amount can be calculated by obtaining a wall amount corresponding to a wall width of the present structure using the determined wall magnification. (Structural calculation is required for a three-story wooden building, and for a two-story wooden building, it is possible only with a wall quantity test.) The rigidity of a portal-type ramen is also evaluated using the same concept. That is, in order to obtain the equivalent wall amount from the rigidity corresponding to the horizontal deformation based on the calculation and the experiment, the wall amount (wall magnification) according to the column diameter, the beam, and the span of the portal frame is set. Thus, in the case of the structure using the portal type rar, it can be easily evaluated as a pseudo-bearing wall having a wall amount equivalent to the bearing wall, instead of calculating as a combined structure of the ramen and the bearing wall in design.

Both of these narrow-wall panels (bearing walls) and portal-type ramen structures are installed not only in horizontal loads but also in vertical loads as they are built into wooden houses as seismic elements after construction. As well as the pillars.

(2) In the portal-type ramen structure 30 constructed as described above, the flow of the vertical force is controlled by the roof, the wall,
The load on the upper floor such as the floor is transmitted to the supporting column of the load-bearing wall through the beam at the upper part of the load-bearing wall, or is transmitted to the column member 1 through the panel beam 8 of the portal type rigid frame structure 30 and flows to the foundation 56. As for the flow of the horizontal force, the seismic force and wind pressure acting on the upper floor are distributed and transmitted to the load-bearing wall and the portal-type rigid frame structure 30 through the floor (rigid floor). Then, the shear force and the axial force of the column are transmitted to the base 20 and the foundation 56. The details are as follows. The horizontal force is the beam on the upper floor ↓ The hardware of the column-shaped column cap ↓ Fastener ↓ The column cap ↓ Bending and shearing deformation of the gate-type frame structure ↓ The compressive force and the pull-out force of the column-shaped frame structure ↓ The gate-type frame Column base hardware of structure ↓ Anchor bolt ↓ It is transmitted to the foundation. In addition, the vertical force is the column of the upper floor ↓ The beam of the gate-type rigid frame structure ↓ The fitting of the gate-type rigid frame structure or the metal at the top of the column ↓ Fastener ↓ The axial force of the column material of the gate-type rigid frame structure ↓ Compression of column material ↓ Connection hardware of portal-type rigid frame structure ↓ Anchor bolt ↓ Basic

[0068]

According to the present invention, the column member and the panel frame are fixed to each other with the structural plywood to form the portal-type rigid frame, which is then joined to the horizontal member with the joining hardware. Can be secured. In addition, since the vertical frame material was connected with structural plywood, the horizontal beam was fixed and the narrow wall panel was sandwiched between the foundation and the horizontal material and fixed with the joint hardware, the amount of wall equivalent to a sufficient bearing wall was Can be secured. Therefore, there is an effect that the width of a design that effectively utilizes a narrow site, such as forming a parking space on the first floor with a wooden structure, can be widened.

[Brief description of the drawings]

FIG. 1 is an embodiment of a portal-type ramen structure according to the present invention;
(A) is sectional drawing in the AA line of (b), (b) is a front view.

FIG. 2 is a cross-sectional view taken along the line BB of FIG.

FIG. 3 shows an embodiment of the narrow-wall panel structure of the present invention;
(A) is a front view, (b) is a cross-sectional view taken along line EE of (a), and (c) is a cross-sectional view taken along line FF of (a).

4A is an enlarged sectional view taken along line CC of FIG. 1A, and FIG. 4B is a sectional view taken along line DD of FIG. 1B.

FIG. 5 is a perspective view showing the assembling of the column base of the narrow wall panel.

FIG. 6 is a perspective view showing a joint structure between a column member having a portal-type rigid frame structure and a panel frame member.

FIG. 7 is a perspective view in which a part of a wooden structure using a gate-shaped ramen structure and a narrow wall panel is broken.

[Explanation of symbols]

 DESCRIPTION OF SYMBOLS 1 Column material 8 Panel frame 9 Upper chord material 10 Lower chord material 12 Panel frame 13 Vertical beam material 14 Horizontal beam material 15 Horizontal beam material 17 Structural plywood 20 Base 23 Joint metal 25 Drift pin 27 Joint metal 29 Gate-type ramen 30 Gate-type ramen Structure 32 Vertical frame material 40 Structural plywood 46 Side beam 48 Narrow wall panel 50 Joining hardware 56 Foundation 57 Anchor bolt 58 Beam 60 Narrow wall panel structure 61 Parking space 62 Wooden structure

Claims (9)

[Claims] 1. A lower end portion of a columnar member having a solid structure arranged at predetermined intervals on a horizontal member, and a lower end portion of the columnar member is provided between upper end portions of the two columnar members.
Upper and lower chords arranged in parallel at predetermined intervals in the upper and lower directions are joined, a panel frame is interposed between the upper and lower chords, and solid columns are joined to the left and right ends of the beam, A four-piece wooden frame-type rigid frame structure in which four peripheral edges of a structural plywood covering one surface of the panel frame material are fixed to the column material and the upper and lower chord materials. 2. The portal-type ramen structure according to claim 1, wherein the panel frame member is constituted by fixing the upper and lower portions of vertical bar members arranged in parallel at predetermined intervals between the horizontal bar members fixed along the upper and lower chord members. . 3. The joint between the column member and the horizontal member, and the joint between the column member and the upper and lower chord members are formed by forming one or both of the fitting holes and using a metal fitting embedded in the fitting hole. 2. The portal-type ramen structure according to claim 1, wherein a drift pin is driven into said metal joint. 4. A wall structure constructed between a foundation and a horizontal member, or between horizontal members arranged vertically, wherein the vertical frame member having a parallel solid structure is provided on an opposed side surface of the vertical frame member. Form a vertical fitting groove,
Both side edges of the structural plywood arranged between the two vertical frame members are fitted and bonded to the fitting grooves, and a horizontal rail for anti-vibration is erected on opposing side surfaces of the two vertical frame members. A narrow wall panel structure characterized by being adhered to a pillar. 5. The narrow wall panel structure according to claim 4, wherein the anti-vibration crosspiece is arranged at a position in contact with the upper and lower horizontal members, and at least one is arranged at an intermediate height. 6. An upper portion of the plate-shaped metal member is buried and fixed to a horizontal member arranged thereon, and a lower portion of the plate-shaped metal member is buried and joined to an upper end of a solid vertical frame member. Narrow wall panel structure. 7. The vertical portion of an inverted T-shaped metal joint is embedded in the lower surface of a solid vertical frame member, and the horizontal portion of the metal joint is joined to a bolt protruding from the upper surface of the lower horizontal member. The described narrow wall panel structure. 8. The method according to claim 1, wherein
A wooden building, characterized by combining the portal-type ramen structure according to any one of claims 4 to 7 and the narrow wall panel structure according to any one of claims 4 to 7. 9. The wooden building according to claim 8, wherein the portal-type ramen structure and the narrow-wall panel are arranged in the same plane.