JP2012007352A - Skeleton structure of parapet-type eaves with combined use of panel and unit - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a skeleton structure of parapet-type eaves which is excellent in on-site workability, reduces redundancy of members, improves safety of on-site work, and easily responds to a variety of eaves lengths required for each building.SOLUTION: This invention is a skeleton structure of parapet-type eaves 2 protruding in a box shape from an outer wall surface 1a of a steel-framed building body 1. Both ends of the parapet-type eaves 2 are composed of eaves units 3, 4 respectively and an eaves panel 5 is arranged in the middle of them. The eaves units 3, 4 are formed by integrally assembling a front face framework body 6 and a lateral face framework body 7 respectively constituting a front face skeleton and a skeleton of each one side of lateral faces of the parapet-type eaves 2, and have a steel frame inside the eaves extending from the back side of the front face framework body 7 to the building body 1 side.

Description

  The present invention relates to a frame structure of a panel / unit combined use parapet type fence which is a framework structure of a parapet type fence protruding in a box shape from the outer wall surface of a steel building main body which is a store building or the like.

In a store building such as a convenience store, a parapet type jar 82 protruding in a box shape from the building main body 81 is often provided as shown in FIG. Conventionally, this parapet type casket 82 is composed of casket panels 83 and 84 on the front and side surfaces and a base steel frame 89 (FIG. 16), like the building body 81. In the construction, after the outer wall panel of the building body 81 and the shed steel frame 85 are constructed, the foundation steel frame 89 of the fence is constructed, and the fence panels 83 and 84 are installed there. The purlin 86 and the horizontal brace 87 are single members and are individually attached.
Depending on the situation at the site, if there is a working space to be grounded, the base steel frame 89 is assembled at the site, it is lifted by a tow truck, and may be installed on the shed steel frame 85 of the building body 81.

JP 2007-191966 A JP 9-217455 A Japanese Patent Laid-Open No. 10-252139

Explaining the workability, the outer wall panel (not shown) of the building body 81 is constructed such that a pillar panel with a base plate at both ends is built on the foundation, and a columnless panel is inserted between them. With this, you can easily determine the level and insert the outer wall panel. On the other hand, the eaves panels 83 and 84 are poor in workability because all the eaves panels 83 and 84 are installed in a state of floating in the air. In particular, the corner portion 82a of the parapet type rod 82 has poor workability because the base steel frame is crowded, and there is a member for mating with the base steel frame 89 at the joint portion between the collar panels 83 and 84.
Regarding safety, when the heel panels 83 and 84 are joined to the base steel frame 89, work that lacks safety occurs. Depending on the site, an external scaffold may be provided, but providing an external scaffold is costly.

  An attempt has been made to unitize the entire parapet type cage 82, and the unitization can improve workability at the site, reduce duplicate members, and the like. However, the length of the parapet type jar 82 requires various overall lengths for each building. For this reason, if the entire parapet type casket 82 is unitized, it is necessary to manufacture cocoon units having different overall lengths for each building, and the factory productivity of the casket unit is poor.

  An object of the present invention is a panel unit that is excellent on site construction, can reduce duplicate members, has high work safety on site, and can easily cope with various lengths required for each building. It is to provide a frame structure of the combined parapet type cocoon.

  The frame structure of the panel-unit combined parapet cage according to the present invention is a framework structure of a parapet cage that protrudes in a box shape from the outer wall surface of the steel building body, and both end portions in the length direction of the parapet cage Is provided with a pair of scissors units that integrally assemble the front frame assembly and the side frame assemblies that respectively constitute the framework of the front and each side surface of the parapet cage, and the parapet type between the scissor units on both sides. It consists of a fence panel constituting the framework of the front of the fence, the fence unit has a fence internal steel frame extending from the back surface of the front frame assembly to the building body side, and each of the fence units is attached to the steel frame of the building body, The side frame assembly and the end of the heel internal steel frame are joined by a mounting bracket set, and the heel panel is joined to the steel frame of the building body via the heel internal steel frame. To.

According to this configuration, both ends of the parapet type cocoon are unitized as a cocoon unit, so the corner part and other parts between the front and side parts of the parapet type cocoon with poor on-site workability are assembled from the factory. be able to. For this reason, the work on site is reduced and the workability is improved. The reduction of on-site work reduces the work at high places and improves safety. By unitizing, especially by making a corner part into a unit, duplication of the steel frame and other members which become a bundle of a corner part is eliminated, and the cost reduction by the reduction of an overlapping member is obtained. Horizontal unit rigidity is also increased by unitization with the heel unit.
In addition, since the middle part of the parapet type fence is a fence panel, it is possible to cope with buildings having different lengths in the column direction by adjusting the length of the fence panel. Since the eaves panel is a planar member, different lengths can be easily produced in the factory unlike the eaves unit. When the portion between the heel units on both sides is a heel panel, the transmission of force is smoother and the rigidity in the horizontal plane is advantageous as compared with the case where the entire parapet heel is unitized. By unitizing only both ends, the volume during transportation can be reduced compared to the case where the entire parapet type basket is unitized, and there is also an advantage that transportation cost is not increased.
In this way, since both ends are made of fence units and the middle is made of fence panels, corner parts with particularly poor on-site workability can be produced in the factory in advance, and the on-site workability is factory built. This makes it easy to cope with differences in the length of the heel.

  In this invention, the mounting bracket set at the tip of the heel internal steel frame of the heel unit includes a heel side mounting bracket provided on the heel unit and a body side mounting bracket provided on the steel frame of the building body.重 ね It overlaps with each other in a plane extending in the protruding direction, and is joined by tightening with a bolt inserted into a bolt insertion hole provided in each of the heel side mounting bracket and the main body side mounting bracket and a nut screwed to this bolt. Then, either one or both of the bolt insertion hole of the heel side mounting bracket and the bolt insertion hole of the main body side mounting bracket may be a long hole extending in the heel protruding direction. In this way, the eaves unit can be adjusted by joining using the long holes.

  In this case, an in / out adjustment bolt whose tip is in contact with the steel frame of the building body may be attached to the heel side mounting bracket in the vicinity of the heel side mounting bracket in the heel unit via a female screw member. In that case, by pushing the steel frame of the building body with the bolt, the construction of the fence unit can be adjusted, and the construction can be adjusted easily.

  The frame structure of the panel-unit combined parapet cage according to the present invention is a framework structure of a parapet cage that protrudes in a box shape from the outer wall surface of the steel building body, and both end portions in the length direction of the parapet cage Is composed of a pair of heel units that integrally assemble the front frame structure and the side frame structures that respectively constitute the frame of the front and each side of the parapet ridge, and the parapet type between the heel units on both sides. Provided with a fence panel constituting the framework of the front of the fence, the fence unit has a steel internal steel frame extending from the back surface of the front frame assembly to the building body side, each of the fence units is on the steel frame of the building body, Since the side frame assembly and the end of the heel internal steel frame are joined by a mounting bracket assembly, and the heel panel is joined to the steel frame of the building body via the heel internal steel frame, Excellent workability, reduction of duplicate members Hakare, high safety of working in the field, and also supports becomes easy to various eaves length required for each building.

It is the top view and side view of a building provided with the framework structure of the panel unit combined use parapet type fence concerning one embodiment of this invention. It is a schematic perspective view of a heel unit and a heel panel used for the framework structure of the parapet type heel. It is the top view and front view of the framework structure of the same parapet type cage. It is the top view and front view of the coffin unit. (A) is a side view of the VA street part of FIG. 3, (B) is a fractured side view of the VB street part. (A) is a fractured side view of the VIA passage portion of FIG. 3, and (B) is a side view of the VIA passage portion. It is an expanded sectional view of the VII part of FIG. It is an enlarged view of the VIII section of Drawing 5 (B). FIG. 6 is an enlarged view of a portion IX in FIG. It is an enlarged view of the X section of Drawing 6 (A). It is a perspective view of the coffin unit. It is a perspective view which shows the state which attached the cohabitation unit to the building main body. It is the fracture | rupture front view and fracture | rupture side view which show the relationship between the same coffin unit, a coffin panel, and a conveyance jig. It is the top view and side view of a prior art example. It is a partial expansion perspective view of the prior art example.

  An embodiment of the present invention will be described with reference to FIGS. The frame structure of the parapet type coffin combined with the panel / unit is a frame structure of a parapet type coffin 2 that protrudes in a box shape from the outer wall surface 1a of the building body 1 that is a steel structure and has a flat roof. Both end portions of the slab are made up of heel units 3 and 4, and a heel panel 5 is provided between the heel units 3 and 4 on both sides. There may be one eaves panel 5 or a plurality of eaves panels 5 arranged side by side. The building body 1 is a one-story building that serves as a store building such as a convenience store. The building body 1 may be a steel structure building, and is, for example, an outer wall panel method building or a frame method building. In this embodiment, the outer wall panel construction method described later is used.

The heel units 3 and 4 are obtained by integrally assembling the front frame assembly 6 and the side frame assembly 7 that respectively constitute the front and side frames of the parapet type heel 2, and the back surface of the front frame assembly 6. It has the heel internal steel frames 20 and 21 extended from the building main body side. As will be described later, the side frame assembly 7 and the heel inner steel frames 20 and 21 constitute a heel truss. Although the saddle units 3 and 4 have the face material 65 (FIG. 2) stretched on the outdoor side surfaces of the front frame assembly 6 and the side frame assembly 7, It may be an attachment.
The heel panel 5 is a frame structure that constitutes a framework in front of the parapet heel 2. The eaves panel 5 may also be a product with a face material 66 stretched, or a face material unattached product in which the face material 66 is stretched by on-site construction.

  The saddle units 3 and 4 will be specifically described. The heel units 3 and 4 on both sides have the same structure except that the side frame assembly 7 is arranged on the left and right sides and the length in the column direction is not necessarily the same. 3, and the detailed description of the right saddle unit 4 is omitted. 3 (A) and 3 (B) are a plan view and a front view of the entire parapet type cage 2, and FIGS. 2 (A) and 2 (B) are schematic perspective views of the cage unit 3 and the cage panel 5. is there. FIG. 11 is a perspective view of a specific example of the saddle unit 3.

  As shown in FIG. 2 (A), the front frame assembly 6 of the eaves unit 3 has a plurality of bundle members 9 and 10 arranged in the direction of the line and the upper and lower ends across the plurality of bundle members 9 and 10. It has an upper beam 11 and a lower beam 12 provided respectively, and a shed main building 13 and an intermediate beam 14 provided between adjacent bundle members 9 and 10. The main roof 13 is a middle rail that receives a roof panel (not shown). The roof panel is a panel in which a roof frame is stretched on a panel frame. A roof panel purlin 26 (FIG. 5B) at the lower end constituting the roof panel is disposed along the vicinity of the roof purlin 13. In FIG. 2A, the lower middle rail 14 is a member that serves as a signboard mounting base or the like. A draining base 15 is provided on the lower surface of the upper rail 11. These bundle members 9 and 10, the upper beam 11, the lower beam 12, the main beam 13, the middle beam 14, and the drainage base 15 are all made of a steel material such as a square pipe or C-shaped steel, and are joined to each other by welding or the like. It is framed.

  The side frame assembly 7 includes a pair of bundle members 9 and 16, and an upper beam 11 </ b> A, a lower beam 12 </ b> A, an upper chord member 17, a lower chord member 18, and upper and lower chord members 17 provided between the bundle members 9 and 16. It has diagonal members 19 (see FIG. 5A) provided between 18 and constitutes a truss truss. One bundle member 9 is a member that also serves as the bundle member of the front frame assembly 6. Each member (9, 16, 17, 18, 19) is made of a steel material such as a square pipe or C-shaped steel, and is joined and framed by welding or the like.

  In FIG. 2A, on the back surface of each bundle member 10 except for the corner bundle member 9 in the front frame assembly 6, a plurality of upper and lower (in the illustrated example, two) cage internal steel frames 20 extending to the building body side 1. , 21 protrudes. The diagonal member 22 is joined between the upper and lower inner steel frames 20 and 21 as shown in FIG. 5B, and the upper truss inner steel frames 20 and 21 and the diagonal member 22 are used to form the truss truss. Constitute. The upper and lower iron inner steel frames 20 and 21 are the upper and lower chord members of the iron truss. Between each truss truss, the inner steel frame 20 and the upper chord member 17 which are upper chord members are connected to each other by a connecting member 23. Note that the inner steel frames 20 and 21 do not necessarily constitute a truss. For example, as shown in FIG. 11 (second from the left in the figure), the inner frame 20 is a front frame assembly. 6 may protrude independently from the back side of 6. FIG. 11 shows a portion of the truss truss different from the other drawings. Further, FIG. 11 also shows other parts with a slightly different configuration from other figures.

  Between the upper chord member 17 of the side frame assembly 7 and the awning purlin 13 of the front frame assembly 6, as shown in FIG. A horizontal diagonal member 25 serving as a fire material is also provided between the upper inner steel frame 20 constituting the other end truss truss and the main purlin 13 of the front frame assembly 6. Each of the members 20 to 25 is also made of a steel material such as a square pipe or C-shaped steel, and is joined to each other by welding or the like.

  The joint structure between the eaves unit 3 and the building body 1 will be described. As shown in a plan view in FIG. 3A, the building body 1 is a building of an outer wall panel method, and the outer wall 1A has a plurality of steel pillars 27. These pillars 27 include those that also serve as the panel frames at both ends of the outer wall panel 28 with both end pillars, and independent pillars. The outer wall 1A includes the outer wall panel 28 with both end pillars and the adjacent outer wall panel 28 with both end pillars. Or a non-columnar outer wall panel 28A disposed between the outer wall panel 28 with columns on both ends and the independent column 27. The eaves unit 3 is joined to the steel column 27 of the building body 1.

As shown in FIG. 5A, the side frame assembly 7 of the eaves unit 3 is joined to the column 27 of the building body 1 by the mounting bracket assembly 31. As shown in a part of FIG. 9 in an enlarged manner in FIG. 9, the mounting bracket set 31 is attached to the side surface of the column 27 of the building body 1 and covers the side surface of the bundle 16 of the side frame assembly 7. It consists of a joining plate 32 made of the like and a bolt 33. The bolt 33 is inserted into a bolt insertion hole 34 formed of an elongated hole or the like provided in the joining plate 32 and extending in the vertical direction, and is screwed into a female screw hole (not shown) provided in the side frame assembly 7 bundle 16 and tightened. Fixed. The female screw hole of the bundle member 16 is constituted by a nut (not shown) fixed to the inner surface of the bundle member 16 by welding. A nut may be used instead of providing the female screw hole in the bundle 16.
As described above, the bolt insertion hole 34 is a long hole extending in the vertical direction, so that the vertical mounting position of the eaves unit 3 with respect to the column 27 of the building body 1 can be adjusted. Further, as shown in the figure, since the bundle 16 of the side frame assembly 7 of the eaves unit 3 is in direct contact with and joined to the column 27 of the building main body 1, the steel base can be reduced. Since the connection in the figure is the same as the connection of the outer wall panel of the building body 1, the construction method becomes clear.

  In each part except the side frame assembly 7 of the kite unit 3, as shown in FIG. 5 (B), the tips of the kite inner steel frames 20 and 21 that are the upper and lower chord members of the kite truss are in relation to the column 27 of the building body 1. Are joined by the mounting bracket set 35. As shown in FIG. 7, the mounting bracket set 35 includes a heel side mounting bracket 36 provided at the tip of the heel inner steel frames 20, 21 of the heel unit 3 and a main body provided on a column 27 made of a steel frame of the building body 1. The side mounting bracket 37 is overlapped with each other on a vertical plane extending in the protruding direction, and a bolt 38 inserted through bolt insertion holes provided in both the mounting brackets 36 and 37, and a nut screwed into the bolt 38 39 and tightening and joining. The mounting brackets 36 and 37 are gusset plates or the like. A bolt insertion hole provided in either the heel side mounting bracket 36 or the main body side mounting bracket 37, in the illustrated example, the bolt insertion hole 40 of the heel side mounting bracket 36 as shown in FIG. As a hole.

  FIG. 8 shows the heel side mounting bracket 36 provided at the tip of the lower heel inner steel frame 21 in the heel unit 3, and the entry / exit adjusting bolt 41 is located at a position directly above the heel side mounting bracket 36. The internal thread member 42 made of a long nut is provided. The female screw member 42 is fixed by welding or the like to a mounting base 43 fixed by welding or the like to the upper surface of the tip of the inner steel frame 21. The tip of the in / out adjustment bolt 41 abuts on the steel column 27 of the building body 1. A reinforcing plate 44 made of an iron plate or the like is fixed to a portion of the column 27 adjusted by the in / out adjusting bolt 41 by welding or the like. As shown in the figure, the lower iron inner steel frame 21 in the iron unit 3 is attached to the eaves base 65.

  As shown in FIG. 3, the inner steel frames 20, 21 of the eaves unit 3 do not necessarily have to be joined to the pillar 27, and the steel frames that serve as horizontal members of the building body 1, for example, the outer wall panels 28, 28 </ b> A. You may join to the horizontal frame material 52. FIG. In the example of FIG. 3, some of the inner steel frames 20 and 21 are joined to the horizontal frame member 52 of the outer wall panel 28A.

  In addition to the above-described members, the eaves unit 3 having the above-described configuration may be provided with an auxiliary member for construction, a transport jig fixture 59 (FIG. 11), and the like.

  In FIG. 2 (B), the eaves panel 5 is composed of an upper beam 45 and a lower beam 46 which are framed by a vertical beam 47 at both ends and one or more vertical beams 48 in the middle. Is provided. Each said member (45-50) consists of a square pipe or C-shaped steel etc., and is mutually joined by welding.

  As shown in FIG. 3, the eaves panel 5 is joined to a column 27 which is a steel frame of the building body 1 via an eaves internal steel frame 53 extending in the eaves protruding direction. As shown in FIG. 6 (A), the heel inner steel frame 53 is provided in two upper and lower sides, and constitutes a heel truss 56 together with the bundle material 54 and the diagonal material 55, and both ends of the skeleton panel 5 and the steel frame of the building body 1 respectively. It is attached to the column 27 via mounting brackets 57 and 58. As shown in FIG. 10, the mounting bracket set 57 to be joined to the side panel 5 side is not described in detail, but has the same configuration as the mounting bracket set 35 of the side unit 3 described above with reference to FIG. The entrance and exit adjustment is possible by the hole. Further, an entrance / exit adjustment bolt 60 similar to the entrance / exit adjustment bolt 41 described above with reference to FIG. 8 is attached to the eaves truss 56 in the vicinity of the mounting bracket set 57 via an internal thread member 61. The tip of the in / out adjustment bolt 60 abuts on the vertical bars 47 and 48 of the eaves panel 5.

  As shown in FIG. 3A, a horizontal brace 62 is stretched between adjacent truss trusses in a portion of the length range in which the parapet-type scissors panel 2 is provided.

  The eaves unit 3 and eaves panel 5 having the above-described configuration are produced in a factory, for example, as shown in FIG. 14, housed in the same carrying jig 64, and carried together with the carrying jig 64 to a construction site by a truck or the like. The The size of the transport jig 64 is set to a size that can be loaded on a normal truck in accordance with road traffic regulations. For example, the total length L is 6,500 mm and the width W is 2,400 mm. The eaves unit 3 and the eaves panel 5 are manufactured to dimensions that can be accommodated in the carrying jig 64.

  As described above, the fence unit 3 transported to the building site has a steel frame that is a frame such as the column 27 of the building body 1 as described above, and the bundle 16 of the side frame assembly 7 and the tips of the steel internal frames 20 and 21 are respectively Bolts are joined by the mounting bracket set 31 (FIG. 9) and the mounting bracket set 35 (FIG. 8). The eaves panel 5 is joined to a steel frame which is an eaves body such as the column 27 of the building body 1 by means of mounting brackets 57 and 58 (FIG. 6) via an eaves internal steel frame 53 extending in the eaves protruding direction. FIG. 12 shows a state in which the fence unit 3 of FIG. 11 is attached to the building body 1.

  The mounting bracket assembly 31 (FIG. 9) for attaching the side frame assembly 7 of the heel unit 3 is a long hole with the bolt insertion hole 34 extending in the vertical direction, so that the mounting position in the vertical direction with respect to the column 27 can be adjusted. is there. In addition, the mounting bracket group 35 (FIG. 8) at the tip of the heel inner steel frames 20 and 21 is a long hole in which the bolt insertion hole 40 extends in the heel projecting direction, so that even if there is an error in the exit / entry direction. Moreover, the building adjustment with respect to the pillar 27 of the building main body 1 can be performed by the in / out adjustment bolt 41 provided in the vicinity of the mounting bracket set 35.

  According to the frame structure of the panel / unit combined use parapet type cocoon of this configuration, since both ends of the parapet type cocoon 2 are unitized as the cocoon unit 3, the front part and the side part of the parapet type cocoon with poor site construction are separated. The corner portion 2a and other portions can be assembled from the factory, and the work of connecting the panels of the corner portion 2a at the site is eliminated. For this reason, the work on site is reduced and the workability is improved. The reduction of on-site work reduces the work at high places and improves safety. Since the eaves unit 3 is assembled from the steel frame of the building body 1, construction from an internal shelf scaffold (not shown) is possible, and safety is further improved. Since a safety net (not shown) can be attached to the eaves unit 3, even when eaves panels 5 between eaves units 3 are constructed, dangerous work can be avoided by working from the eaves unit 3 side.

  By unitizing as the saddle unit 3, especially by making the corner portion 2 a of the parapet-type saddle 2 into a unit, the overlap of the steel frame, the connecting member, and other members that form the bundle of the corner portion 2 a is eliminated. Cost reduction due to reduction can be obtained. Horizontal unit rigidity is also increased by unitization with the heel unit. Since the purlin unit and the eaves base 65 can be attached to the coffin unit 3, there is no work to install on the site, and further labor saving of the site work can be achieved. By unitizing as the eaves unit 3, the eaves inner steel frames 20, 21, etc. can be integrated with the eaves base steel frames and the panels, and the eaves internal steel frames 20, 21 that become cantilever beams and the pillars of the building body 1 The eccentric distance with 27 can be reduced.

Moreover, since the middle part of the parapet type cage | basket 2 was used as the eaves panel 5, it can respond also by adjusting the length of the eaves panel 5 also to the building from which the eaves total length in a column direction differs variously. Since the eaves panel 5 is a planar member, different lengths can be easily produced in the factory unlike the eaves unit 3. When the portion between the heel units 3 and 4 on both sides is the heel panel 5, the transmission of force is smoother and the rigidity in the horizontal plane is advantageous as compared with the case where the entire parapet heel 2 is unitized. . By forming the both ends of the parapet type cage 2 as a unit, the right angle accuracy of the protruding corner can be enhanced even when the parapet type cage 2 is used together. Since the scissor unit 3 can be welded and assembled at the factory, it is easy to obtain the right-angle accuracy of the protruding corner, and also leads to the improvement of the level accuracy of the parapet type scissors 2.
By unitizing only both ends, the volume at the time of transportation can be reduced as compared with the case where the entire parapet type basket 2 is unitized, and there is also an advantage that the transportation cost is not increased. As a specific example, as described above with reference to FIG. 14, the bag unit 3 and the bag panel 5 can be stored in the same transfer jig 64 and transferred, and excellent transfer efficiency can be obtained.

  As described above, since both ends are made up of the eaves units 3 and 4 and the middle is made up of the eaves panel 5, the corner portion 2a having particularly poor on-site workability can be produced in the factory in advance, and the on-site workability is greatly improved. The same fence unit 3 can be used for different buildings, and it becomes easy to cope with differences in the fence length.

In addition, as shown in FIG. 7, when the attachment bracket set 35 at the tip of the heel inner steel frames 20, 21 of the heel unit 3 is bolted using the bolt insertion hole 40 formed of a long hole as shown in FIG. The building of the unit 3 can be adjusted.
In this case, when the entrance / exit adjustment bolt 41 is provided in the fence unit 3, by pushing the steel column 27 of the building body 1 with the entry / exit adjustment bolt 41, the building of the fence unit 3 can be adjusted. Easy to do.

DESCRIPTION OF SYMBOLS 1 ... Building main body 1a ... Outer wall surface 2 ... Parapet type 庇 3, 4 ... 庇 unit 5 ... 庇 panel 6 ... Front frame assembly 7 ... Side frame assembly 8 ... 庇 Internal steel frame 27 ... Building body pillar 31 ... Mounting bracket assembly 35 ... Mounting bracket set 36 ... Side-side mounting bracket 37 ... Main body-side mounting bracket 38 ... Bolt 41 ... In / out adjustment bolt 53 ... 庇 Inner steel frame

Claims (3)

  A frame structure of a parapet ridge projecting in a box shape from the outer wall surface of a steel-frame building main body, wherein both end portions of the parapet ridge in the length direction are skeletons on the front surface and one side surface of the parapet skeleton. Each of the front frame assembly and the side frame assembly that are integrally assembled with each other, and a cage panel that constitutes the framework of the front of the parapet cage is provided between the cage units on both sides. The unit has an eaves internal steel frame that extends from the rear surface of the front frame assembly to the building body side, and each eaves unit is attached to the steel frame of the building main body at the end of the side frame assembly and the eaves internal steel frame. A panel / unit combined parapet type frame structure characterized in that the frame panel is bonded to a steel frame of the building main body via a frame internal steel frame.   In Claim 1, the said mounting bracket group of the front-end | tip of the said heel internal steel frame of the said heel unit is the heel side mounting bracket provided in the said heel unit, and the main body side mounting bracket provided in the steel frame of the said building main body. , Which are overlapped with each other on a plane extending in the heel protrusion direction, and are fastened and joined by a bolt inserted into a bolt insertion hole provided in each of the heel side mounting bracket and the main body side mounting bracket and a nut screwed to the bolt. A panel / unit combined parapet type skeleton structure in which one or both of the bolt insertion hole of the heel side mounting bracket and the bolt insertion hole of the main body side mounting bracket are elongated holes extending in the heel protruding direction.   3. The panel unit combined use according to claim 2, wherein an in / out adjustment bolt whose tip is in contact with the steel frame of the building body is attached to the heel side mounting bracket in the vicinity of the heel side mounting bracket in the heel unit via a female screw member. A frame structure of a parapet type cocoon.

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