JP2019138088A - Frame structure - Google Patents

Abstract

To reduce reasonably the bending moment acting on the columns of each column beam structure.SOLUTION: A frame structure in which a plurality of column beam structures 20 in which a beam 21 having a large extension length to the distal end side and a column 22 supporting the base end side thereof are rigidly joined are assembled, and the joint structure between the column 22 and the foundation of each column beam structure 20 is set to a joint rigidity that does not collapse even if there is no support force in the beam width direction by other beams, and the plurality of column beam structures 20 are connected by a connecting portion for vertical load transmission 60 by which the front end side of the beam 21 of one column beam structure 20 is supported on the column 22 side of another column beam structure 20 or the column 42 side of the second column beam structure 40 having a different form from the column beam structure 20.SELECTED DRAWING: Figure 3

Description

  The present invention relates to a frame structure in which a plurality of column beam structures each including a beam having a long extension length toward a distal end side and a column supporting the base end side thereof are assembled.

As the above-mentioned frame structure, for example, there is a modular shelter shown in Patent Document 1. In Patent Document 1, a gusset plate is fixed to an upper end portion of a column fixed to a foundation via a pedestal, and an arch-shaped beam having a large one-side extension length is provided on the upper end portion of the gusset plate. Are connected by a connecting shaft along the horizontal direction. Furthermore, a brace is constructed over the fixed plate provided at the center in the extending direction of the beam and the lower end of the gusset plate. The proximal end portion of the bracing is connected to the lower end portion of the gusset plate by a connecting shaft along the horizontal direction. The ends of the braces are fixedly connected to the fixing plate of the beam by a fixing shaft and a bolt along the horizontal direction.
A column beam structure is constituted by the columns, the beams and the braces. A pair of column beam structures are arranged in such a posture that the tip portions of both beams are joined in a substantially V shape in plan view, and the beam tip portions of both column beam structures are fixedly connected with bolts. Yes.

Japanese translation of PCT publication No. 2003-513182

  In Patent Document 1, since the tip portions of the beams of the two-column beam structure are fixedly connected with bolts, the vertical load acting on both beams is distributedly supported by the two columns. Therefore, the bending moment acting on each column of the two-column beam structure is large, and as described above, a bracing is installed between the fixing plate provided at the center in the extending direction of the beam and the lower end of the gusset plate, etc. Therefore, the structure of the column beam structure is complicated, and the cost is increased.

  In view of this situation, the main problem of the present invention is to provide a frame structure that can reasonably achieve a reduction in bending moment acting on the columns of each column beam structure.

The first characteristic configuration of the present invention is a frame structure in which a plurality of column beam structures in which a beam extending to the distal end side and a column supporting the base end side thereof are rigidly joined are assembled. Because
The joint structure between the pillar and the foundation of each of the column beam structures is set to a joint rigidity that does not fall down even if there is no supporting force in the beam width direction by other beams. For vertical load transmission in which the front end side of the beam of the column beam structure is supported on the column side of another column beam structure or the column side of the second column beam structure of a different form from the column beam structure It is in the point which is connected by the connection part.

  According to the above configuration, in a state where the columns of each column beam structure are bonded to the foundation with a predetermined bonding rigidity, a beam having a long extension to one side is supported by a separate beam from the beam width direction. Therefore, the degree of freedom in combining a plurality of column beam structures is increased. Furthermore, since the vertical load acting on the beam of one column beam structure is supported on the column side of another column beam structure or the column side of the second column beam structure, it acts on the columns of each column beam structure. It is possible to rationalize the frame structure, for example, by reducing the bending moment and reducing the cross section of the column.

  According to a second characteristic configuration of the present invention, the connecting portion for transmitting the vertical load connects the front end side of the beam of one of the column beam structures and the column side of another column beam structure directly above the column. There is in point to do.

  According to the above configuration, a plurality of column beam structures are formed in a state in which the vertical load on the beam side of one column beam structure is transmitted in the axial direction from directly above the column to the columns of the other column beam structures. Can be built continuously.

  According to a third characteristic configuration of the present invention, the beam of the column beam structure is supported by the column in a state in which a base end side thereof protrudes in a direction opposite to the extending direction of the beam, and the one column beam The distal end side of the beam of the structure and the projecting proximal end of the beam of another column beam structure are connected by the connecting portion for vertical load transmission.

  According to the above configuration, by projecting the base end side of the beam in the direction opposite to the extending direction of the beam with respect to the column, the bending moment on the projecting base end side of the beam is reduced. It acts on the side to reduce the bending moment transmitted to the column by canceling the bending moment on the beam body side excluding the portion. Furthermore, by supporting the vertical load acting on the beam of one column beam structure on the protruding base end portion of the beam of another column beam structure, the bending moment on the beam main body side can be further reduced. Thereby, the bending moment which acts on the column of each column beam structure can be further reduced, and rationalization of the frame structure can be promoted, for example, by reducing the cross section of the column.

  A fourth characteristic configuration of the present invention is that the connecting portion for transmitting a vertical load is a pin connecting portion.

  According to the above configuration, one column beam is supported while a vertical load acting on a beam of one column beam structure is supported on the column side of another column beam structure or the column side of the second column beam structure. It is possible to suppress the bending moment on the beam side of the structure from being transmitted to the column side of another column beam structure or the column side of the second column beam structure. As a result, it is possible to further reduce the bending moment acting on the columns of each column-beam structure and promote rationalization of the frame structure, such as reducing the cross-section of the columns.

  According to a fifth feature of the present invention, the column beam structure in which the beam is inclined to one side with respect to the longitudinal direction of the frame in plan view; The inclined column beam structure is continuously arranged in a lightning pattern.

  According to the above configuration, two types of column beam structures inclined in opposite directions with respect to the longitudinal direction of the frame are continuously arranged in a lightning pattern, thereby widening the opening width between adjacent columns in the longitudinal direction of the frame. And the passage can be reasonably constructed.

  A sixth characteristic configuration of the present invention is that, among the columns of the plurality of column beam structures, a roof mounting member for a roof material is installed between the columns adjacent in the longitudinal direction of the frame.

  According to the above-described configuration, it is possible to prevent a positional shift or a dropout between the columns of the roofing material laid across the beams of the plurality of column beam structures with a simple structure.

The top view which shows the frame structure of 1st Embodiment Plan view showing the foundation of the frame structure Perspective view of main part of frame structure Enlarged view of the two-column beam structure of the frame structure Cross section of the foundation of the frame structure The perspective view of the double column beam structure of the frame structure of 2nd Embodiment The perspective view of the double column beam structure of the frame structure of 3rd Embodiment The perspective view of the frame structure of 4th Embodiment

Embodiments of the present invention will be described with reference to the drawings.
[First Embodiment]
FIG. 1 shows an outdoor passage 2 that is straight in the left-right direction in a state of being continuous with both doorways 12 (see FIG. 2) formed in the left and right side walls 11 of the building 1 in the left and right outdoor areas of the building 1. A frame structure 3 is arranged. As shown in FIGS. 1 and 2, the outdoor passage 2 configured by the left and right frame structures 3 is configured in a straight line with the indoor passage 4 configured between both the entrances 12 in the building 1. In the present embodiment, the left and right outdoor passages 2 and indoor passages 4 are configured as a plurality of lanes that are all weather paved. In the middle of the longitudinal direction of the left and right outdoor passages 2 (which is also the longitudinal direction of the frame), the left and right sides of the track 5 that has been subjected to all-weather pavement passing between both first pillars 22 described later constituting the frame structure 3 The curved runways 5A and 5B are connected and formed. In the building 1, a measuring device (not shown) that collects various data of runners is arranged.

As shown in FIGS. 1 and 2, the left and right frame structures 3 include a plurality of first column beam structures 20 disposed in an intermediate area excluding both longitudinal ends of the outdoor passage 2, and a first column beam structure. The second column beam structure 40 is provided in a different form from the body 20 and disposed at both ends in the longitudinal direction of the outdoor passage 2.
As shown in FIGS. 1 and 3, each of the first columnar beam structures 20 includes a first beam 21 having a large extension length toward the distal end side, and a proximal end portion side in the longitudinal direction of the first beam 21. The first pillar 22 and the first beam 21 are rigidly joined in a diaphragm form.
As shown in FIGS. 1 and 3, the second column beam structure 40 includes a second beam 41 along the width direction of the outdoor passage 2 and a second column that supports both ends of the second beam 41 in the longitudinal direction. 42, and the second beam 41 and both the second pillars 42 are rigidly joined in a diaphragm form.
Each of the 1st beam 21 of the 1st column beam structure 20 and the 2nd beam 41 of the 2nd column beam structure 40 is comprised from the shape steel etc. which have an H-shaped cross-sectional shape. Further, each of the first column 22 of the first column beam structure 20 and the second column 42 of the second column beam structure 40 is constituted by a square steel pipe or the like having a square cross-sectional shape.

As shown in FIG. 4, the through-diaphragm column beam joint 30 connecting the first column 22 and the first beam 21 of the first column beam structure 20 is, for example, a square shape having a square cross-sectional shape. And a square upper diaphragm 32 and a lower diaphragm 33 which are respectively joined at the upper end surface and the lower end surface of the bonded steel pipe portion 31. The upper end portion of the first column 22 is joined to the lower surface of the lower diaphragm 33 of the joining steel pipe portion 31 by welding.
The base end portion of the web 21a of the first beam 21 is joined to the side surface of the beam joining target portion of the joining steel pipe portion 31 by welding. The base ends of the upper and lower flanges 21 b and 21 c that are continuous with the web 21 a of the first beam 21 are joined to the upper diaphragm 32 and the lower diaphragm 33 of the joining steel pipe portion 31 by welding. Thereby, the 1st pillar 22 and the 1st beam 21 of the 1st pillar beam structure 20 are rigidly joined.

As shown in FIG. 1 and FIG. 3, the first column 21 has a first beam 21 under the condition that the first column 22 is disposed at the same position on one side in the passage width direction (frame width direction). Is a one-side-inclined type first column beam structure 20A that is inclined to one side with respect to the passage longitudinal direction (frame length direction) 6 of the outdoor passage 2 in plan view, and the first beam 21 is outdoors in plan view. An other side inclined type first columnar beam structure 20B that is inclined to the other side with respect to the longitudinal direction of the passage 2 is provided.
In this embodiment, each of the first beam 21 in the first column beam structure 20A of the one side inclined type and the first beam 21 in the first column beam structure 20B of the other side inclined type is an outdoor passage. The inclination angle is set to 45 degrees with respect to the two passage width directions.

The first column 22 in the one-side-inclined type first column beam structure 20A is outdoor on one side in the passage width direction (frame width direction) (for example, toward the entrance 12 of the building 1 as shown in FIG. 3). It is disposed on the left side of the passage 2. The first column 22 in the first column beam structure 20B of the other side inclined type is outdoors on the other side in the passage width direction (frame width direction) (for example, as shown in FIG. Arranged on the right side of the passage 2. As a result, as shown in FIGS. 1 and 3, in plan view, the first beam 21 in the first column beam structure 20 </ b> A of the one side inclined type and the first column beam structure 20 </ b> B of the other side tilt type. The first beam 21 is continuously arranged in a lightning pattern.
And as above-mentioned, by arrange | positioning two types of 1st column beam structures 20A and 20B which incline in the opposite direction mutually with respect to a channel | pass longitudinal direction (frame longitudinal direction) in the shape of a lightning bolt, The opening width between the adjacent first pillars 22 can be widened, and the outdoor passage 2 can be reasonably constructed.

As shown in FIG. 5, the base plate 23 fixed to the lower end portion of the first column 22 and the lower ends of the second column 42 are provided in each of the column mounting equivalent portions of the concrete foundation 50 constructed in the arrangement region of the frame structure 3. An anchor bolt 51 for attaching the base plate 23 fixed to the portion is provided. The base plate 23 of the first pillar 22 and the base plate 23 of the second pillar 42 are fixed to the upper surface of the concrete foundation 50 by the anchor bolts 51 and the nuts 52 screwed into the anchor bolts 51. The joining structure of the base plate 23 of the first pillar 22 and the concrete foundation 50 is set to a joining rigidity that prevents the first pillar 22 from falling even if there is no supporting force in the beam width direction by other beams.
In the state in which the first column 22 of each first column beam structure 20 is bonded to the concrete foundation 50 with a predetermined bonding rigidity, the first beam 21 having a large extension length toward the distal end side is connected to the beam width direction. Therefore, there is no need to support with separate beams, so that the degree of freedom of the combination of the plurality of first column beam structures 20 is increased.

  As shown in FIG. 2, the concrete foundation 50 includes both straight foundation portions 50 </ b> A constructed along the passage longitudinal direction at both outer positions in the passage width direction of the outdoor passage 2, and the first columnar beam structures 20. An inclined foundation 50B constructed across both straight foundations 50A at a position directly below one beam 21 and across both straight foundations 50A at a position just below the second beam 41 of the second column beam structure 40. 50C of width direction foundation parts constructed | assembled.

  As shown in FIG. 3 and FIG. 4, the plurality of first column beam structures 20 includes the first column beam structure 20 of the first column beam structure 20 on the tip side of the first beam 21 of the first column beam structure 20. They are connected by a vertical load transmission connecting portion 60 to be supported on the one pillar 22 side. Specifically, as shown in FIG. 4, the front end portion of the first beam 21 in the first side beam type first column beam structure 20 </ b> A is the first column in the other side tilt type first column beam structure 20 </ b> B. 22 is connected by a pin connection portion 61, which is an example of a vertical load transmission connection portion 60, at a position corresponding to a position immediately above the first column 22 (an example immediately above the column). The tip of the other side inclined type first columnar beam structure 20B with respect to the first beam 21 is for vertical load transmission with respect to the first column 22 of the one side inclined type first columnar beam structure 20A. They are connected by a pin connecting part 61 which is an example of the connecting part 60.

  With the above-described configuration, a vertical load acting on the first beam 21 of one first columnar beam structure 20 can be supported on the first column 22 side of another first columnar beam structure 20. It is possible to rationalize the frame structure 3 by reducing the bending moment acting on the first column 22 of the one-column beam structure 20 and reducing the cross section of the first column 22.

  As shown in FIG. 4, the pin connection portion 61 is connected to the connection target side surface of the joining steel pipe portion 31 in the first column 22 of the one first column beam structure 20 to be connected to the other first column beam structure 20. The gusset plate 62 in a posture along the extending direction of the first beam 21 is joined by welding. The leading end portion of the web 21 a in the first beam 21 of the other first column beam structure 20 is applied to the gusset plate 62, and the gusset plate 62 and the web 21 a of the first beam 21 are fixed by a plurality of bolts 63. Link. In this fixed connection state, the end surfaces of the upper and lower diaphragms 32 and 33 in the first column 22 of one first columnar beam structure 20 and the flanges 21 b and 21 c in the first beam 21 of the other first columnar beam structure 20. An air gap is formed between the tip of the two.

  While the vertical load acting on the first beam 21 of one first columnar beam structure 20 is supported on the first column 22 side of another first columnar beam structure 20 by the pin connecting portion 61 described above, It is possible to prevent the bending moment on the first beam 21 side of the first columnar beam structure 20 from being transmitted to the first column 22 side of another first columnar beam structure 20. Thereby, the rationalization of the frame structure 3 can be promoted such that the bending moment acting on the first column 22 of each first column beam structure 20 is further reduced and the cross section of the first column 22 is made smaller.

  As shown in FIG. 3, the first beam 21 of the first column beam structure 20 adjacent to the second column beam structure 40 is connected to the second column 42 to be connected to the second column beam structure 40. The pin connection part 61 which is an example of the connection part 60 for vertical load transmission is connected. This pin connection part 61 is comprised by the same structure as the pin connection part 61 of 1st column beam structure 20 comrades.

As shown in FIGS. 1 and 3, of the first pillars 22 of the plurality of first pillar-beam structures 20 constituting the frame structure 3, the first pillars 22 adjacent to each other in the passage longitudinal direction (frame longitudinal direction). A roof attachment member 71 for the roof material 70 shown in FIG. Further, a roof mounting member 71 for the roof material 70 is also provided between the second column 42 of the second column beam structure 40 and the first column 22 of the first column beam structure 20 adjacent to the second column 42 in the passage longitudinal direction. Is built.
Due to the roof mounting member 71 described above, the roof material 70 laid out over the first beam 21 of the plurality of first columnar beam structures 20 and the second beam 41 of the second columnar beam structure 40 is displaced, dropped off, or the like. Can be prevented with a simple structure.
When the roof material 70 is sufficiently large and the roof material 70 can be reliably supported by the first beam 21 of the plurality of first column beam structures 20 and the second beam 41 of the second column beam structure 40, The roof mounting member 71 can be omitted.

[Second Embodiment]
A frame structure 3 shown in FIG. 6 shows a basic structure in which two first columnar beam structures 20 are combined.
Each of the first columnar beam structures 20 includes a first beam 21 having a long extension length toward the distal end side, and a first column 22 that supports the proximal end side of the first beam 21, The one pillar 22 and the first beam 21 are rigidly joined in a diaphragm form. The first column 22 of one first column beam structure 20 is configured to be higher than the first column 22 of the other first column beam structure 20 by the height of the first beam 21.

The front end of the first beam 21 of one first columnar beam structure 20 is located directly above the first column 22 of the other first columnar beam structure 20B (an example directly above the column). It is being placed. The leading end portion of the first beam 21 in one of the first columnar beam structures 20A placed on top and the upper end portion of the first column 22 of the other first columnar beam structure 20B are connected to the connecting portion 60 for transmitting a vertical load. It is connected by a pin connecting portion 61 which is an example of. As a result, the vertical load on the first beam 21 side of one first columnar beam structure 20A is pivoted from directly above the first column 22 with respect to the first column 22 in the other first columnar beam structure 20B. Can be transmitted in the direction.
In addition, since it is the same as the structure demonstrated in 1st Embodiment, the same number is attached to the same structure location as 1st Embodiment, and the description is abbreviate | omitted.

[Third Embodiment]
A frame structure 3 shown in FIG. 7 shows a basic structure in which two first columnar beam structures 20 are combined.
Each of the first columnar beam structures 20 includes a first beam 21 having a long extension length toward the distal end side, and a first column 22 that supports the proximal end side of the first beam 21, The one pillar 22 and the first beam 21 are rigidly joined in a diaphragm form. The first column 22 of one first column beam structure 20 is configured to be higher than the first column 22 of the other first column beam structure 20 by the height of the first beam 21.
The first beam 21 of each first column beam structure 20 is supported by the first column 22 in a state in which the base end side protrudes in the direction opposite to the extending direction of the first beam 21. Therefore, the first beam 21 is connected to the beam main body 21 </ b> A that extends greatly toward the distal end side relative to the through-diaphragm-type column beam joint 30 of the first column 22, and the column beam joint 30 of the first column 22. And a protruding base end portion 21B protruding in a direction opposite to the extending direction of the beam main body 21A.
And the front-end | tip part of 21 A of beam main bodies in the 1st beam 21 of one 1st column beam structure 20 is put on the upper surface of the protrusion base end part 21B in the 1st beam 21 of the other 1st column beam structure 20. It has been. The distal end portion of the beam main body 21A in the first beam 21 of one of the first columnar beam structures 20A on which it is placed, and the protruding proximal end portion 21B in the first beam 21 of the other first columnar beam structure 20B are: They are connected by a pin connection portion 61 which is an example of the vertical load transmission connection portion 60.

As described above, the first end portion 21B of the first beam 21 is protruded in the direction opposite to the extending direction of the first beam 21 with respect to the column-beam joint portion 30 of the first column 22, thereby making the first end. The bending moment on the protruding proximal end portion 21B side of the beam 21 cancels the bending moment on the beam main body 21A side excluding the protruding proximal end portion 21B of the first beam 21, and the bending moment transmitted to the first column 22 is reduced. Act on the side. Further, the vertical load acting on the first beam 21 of one first columnar beam structure 20 is supported by the projecting proximal end portion 21B of the first beam 21 of the other first columnar beam structure 20, whereby the beam The bending moment on the main body 21A side can be further reduced. As a result, the bending moment acting on the first column 22 of each first columnar beam structure 20 can be further reduced, and the rationalization of the frame structure 3 can be promoted, such as making the cross section of the first column 22 smaller. it can.
In addition, since the other structure is the same as the structure demonstrated in 1st Embodiment, the same number is attached to the same structure location as 1st Embodiment, and the description is abbreviate | omitted.

[Fourth Embodiment]
The frame structure 3 shown in FIG. 8 shows a basic structure in which two first column beam structures 20 and one second column beam structure 40 are combined.
The first column beam structure 20 includes a first beam 21 having a large extension length toward the distal end side, and a first column 22 that supports the proximal end side of the first beam 21. 22 and the first beam 21 are rigidly joined. The first column 22 of the first column beam structure 20 is configured to be higher than the second column 42 of the second column beam structure 40 by the height of the second beam 41.
The second column beam structure 40 includes a second beam 41 that is inclined with respect to the longitudinal direction and the width direction of the outdoor passage 2 and a pair of second columns that support both ends of the second beam 41 in the longitudinal direction. 42, and the first pillars 22 and the first beams 21 are rigidly joined.

  The tip of the first beam 21 in the first columnar beam structure 20 is placed on the second column 42 side on the upper surface of the second beam 41 of the second columnar beam structure 40. The tip end portion of the first beam 21 in one of the first columnar beam structures 20 on which it is placed and the portion on the one second column 42 side of the second beam 41 of the second columnar beam structure 40 are It is connected by a pin connecting portion (not shown) which is an example of a connecting portion for vertical load transmission at a position just above the second column 42. Thereby, the vertical load which acts on the 1st beam 21 of one 1st column beam structure 20A can be supported by the one 2nd column 42 of the 2nd column beam structure 40 to the side.

  The tip of the first beam 21 in the other first column beam structure 20 is placed on the other second column 42 side on the upper surface of the second beam 41 of the second column beam structure 40. The tip end portion of the first beam 21 in the other first column beam structure 20 on which it is placed and the portion on the other second column 42 side in the second beam 41 of the second column beam structure 40 are the other side. It is connected by a pin connecting portion (not shown) which is an example of a connecting portion for vertical load transmission at a position just above the second column 42. Accordingly, the vertical load acting on the first beam 21 of the other first columnar beam structure 20A can be supported on the other second column 42 of the second columnar beam structure 40 on the side.

  In addition, the 1st beam 21 and the 1st pillar 22 of the 1st pillar beam structure 20 are comprised from the shape steel, the square steel pipe, etc. similarly to the above-mentioned 1st-3rd embodiment. Moreover, the 2nd beam 41 and the 2nd pillar 42 of the 2nd column beam structure 40 are also comprised from the shape steel, the square steel pipe, etc. similarly to the above-mentioned 1st-3rd embodiment.

[Other Embodiments]
(1) In the first embodiment described above, the first column 22 and the first beam 21 of the first column-beam structure 20 are rigidly joined by the through-diaphragm column beam joint 30. You may rigidly join by the beam-column joint part 30 of an outer ring diaphragm type.

  (2) In the second embodiment described above, the tip of the first beam 21 in one first columnar beam structure 20B is directly positioned directly above the first column 22 in another first columnar beam structure 20B. However, the tip of the first beam 21 in one first columnar beam structure 20B is placed at a position just above the first column 22 in the first beam 21 of the other first columnar beam structure 20B. You may hang it.

  (3) In the third embodiment described above, the distal end portion of the first beam 21 of one first columnar beam structure 20 is used as the protruding proximal end portion 21B of the first beam 21 of another first columnar beam structure 20. The top end of the first beam 21 of one first columnar beam structure 20 and the protruding proximal end portion 21B of the first beam 21 of another first columnar beam structure 20 are viewed from the side. You may join by a pin connection part.

  (4) In each of the above-described embodiments, the first beam 21 and the first column 22 of the first columnar beam structure 20 are configured from a shape steel, a square steel pipe, or the like. The beam 21 and the first pillar 22 may be integrally formed from a wood material such as a laminated material. Furthermore, the second beam 41 and the second column 42 of the second column beam structure 40 may also be integrally formed from a wood material such as a laminated material.

20 Beam-column structure (first beam-column structure)
20A Beam-column structure (first beam-column structure)
20B Beam-column structure (first beam-column structure)
21 Beam (first beam)
21B Protruding base end 22 Column (first column)
40 Second column beam structure 41 Beam (second beam)
42 Pillar (second pillar)
50 foundation (concrete foundation)
60 Vertical Load Transmission Connection 61 Pin Connection 70 Roof Material 71 Roof Mounting Member

Claims (6)

A frame structure in which a plurality of column beam structures in which a beam having a large extension length to a distal end side and a column supporting the base end side thereof are rigidly joined are assembled.
The joint structure between the pillar and the foundation of each of the column beam structures is set to a joint rigidity that does not fall down even if there is no supporting force in the beam width direction by other beams. For vertical load transmission in which the front end side of the beam of the column beam structure is supported on the column side of another column beam structure or the column side of the second column beam structure of a different form from the column beam structure A frame structure connected by a connecting part.   2. The frame structure according to claim 1, wherein the vertical load transmission connecting portion connects the tip end side of the beam of one of the column beam structures and the column side of another column beam structure directly above the column.   The beam of the column beam structure is supported by the column in a state where a base end side of the beam protrudes in a direction opposite to the extending direction of the beam, The frame structure according to claim 1, wherein a protruding base end portion of the beam of another column beam structure is connected by the connecting portion for vertical load transmission.   The frame structure according to any one of claims 1 to 3, wherein the vertical load transmission connecting portion is a pin connecting portion.   The column beam structure in which the beam is inclined to one side with respect to the frame longitudinal direction in plan view, and the column beam structure in which the beam is inclined to the other side with respect to the frame length direction in plan view. The frame structure according to any one of claims 1 to 4, wherein the frame structure is continuously arranged in a lightning bolt shape.   The roof attachment member with respect to a roofing material is constructed between the said pillars adjacent to each other in the longitudinal direction of the frame among the pillars of the plurality of pillar-beam structures. Frame structure.

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