JP6218217B2 - Frame and building - Google Patents

Description

  The present invention relates to a frame and a building, and in particular, includes a frame provided inside a rectangular frame surrounded by a pair of left and right vertical members, an upper horizontal member, and a lower horizontal member, and the frame. Is related to the building.

  Conventionally, as a structural form of a building, a composite structure is used in which a frame structure composed of columns and beams, an intermediate member such as a stud provided in the frame, and diagonal members such as streaks and braces are used. . In such a composite structure, the vertical and horizontal loads (seismic load and wind load) of the building are supported by the rigid frame, and the horizontal load is mainly borne by the intermediate members and diagonal members, thereby providing earthquake resistance (wind resistance). It is supposed to enhance the sex. As a composite structure, a brace structure including an intermediate member (intermediate column) provided by connecting intermediate positions of the upper and lower beams, and a brace extending and connected to the intermediate member from four column beam joints. Has been proposed (see, for example, Patent Document 1). In this brace structure, the eccentric position of the intermediate member (between the connecting positions of the upper and lower braces) is concentrated by shifting the connecting positions of the pair of upper braces and the pair of lower braces up and down with respect to the intermediate member. Shear deformation is performed, and this eccentric part is used as an energy absorbing material.

Japanese Patent Laid-Open No. 10-227061

  However, in the structure in which stress is concentrated on the eccentric portion of the intermediate member and energy is absorbed by the plastic deformation as in the conventional technique described in Patent Document 1, the peripheral members of the energy absorbing material are reinforced strongly. And a mechanism that prevents additional stress from acting on the peripheral members must be provided, resulting in a complicated structure and increased material and construction costs. Furthermore, in the conventional structure that concentrates stress on the energy absorber, it is necessary to increase the rigidity of the peripheral members of the energy absorber, and the initial stiffness of the entire frame becomes too high. In addition, there is a problem that the input to the building becomes excessive, the fixing portion of the column and the column beam joint are damaged, and the structural performance cannot be sufficiently improved.

  Accordingly, an object of the present invention is to provide a frame and a building that can simplify the structure and can be constructed at a low cost and can improve the structural performance.

In order to achieve the above object, the frame body according to claim 1 is a frame body provided inside a rectangular frame surrounded by a pair of left and right vertical members, an upper horizontal member and a lower horizontal member, An intermediate member extending vertically between the upper and lower horizontal members in the middle of the pair of vertical members, and a pair of upper oblique members extending diagonally downward from the upper end portions of the pair of vertical members to the intermediate member A pair of lower diagonal members that extend obliquely upward from the lower ends of the pair of vertical members to the intermediate member, and upper ends of the pair of upper diagonal members and the pair of vertical members, respectively. An upper first connecting member, an upper second connecting member for connecting the lower end of the pair of upper diagonal members and the intermediate member, and a lower end of the pair of lower diagonal members and the pair of vertical members. A lower first connecting member for connecting to each other, and A lower second connecting member that respectively connects an upper end portion of a pair of lower diagonal members and the intermediate member, and the upper second connecting member and the lower second connecting member are formed of the intermediate member. across the longitudinal center provided spaced apart by substantially equal distances above and below, of the upper second connection member and the lower second connecting member, one is a damping connection member damping means is provided The other is a pin connection member for connecting the members to be connected to each other so as not to move and to rotate freely .

  According to such a frame structure of the present invention, the pair of upper diagonal members and the pair of lower diagonal members are connected to the intermediate member so as to be offset from each other in the vertical direction relative to the center of the intermediate member. When a horizontal force is applied to the upper member, the upper diagonal member and the lower diagonal member intersect with each other to resist the horizontal force, and a bending moment and a shearing force are generated at the central portion of the intermediate member. In this way, the intermediate member functions as a bending material, so that the toughness due to bending deformation of the intermediate member can be improved while suppressing the horizontal rigidity of the frame body as compared with the axial force structure using a general bracing. it can. Therefore, it is possible to reduce the acceleration input of seismic motion by suppressing the horizontal rigidity, improve the deformation performance by high toughness, and maintain the restoring force against external force such as seismic motion that is repeatedly input. High hysteresis energy absorption performance can be exhibited.

Further, according to the present invention, the upper first connecting member that connects the upper diagonal member to the vertical member, the upper second connecting member that connects the upper diagonal member to the intermediate member, and the lower diagonal member is connected to the vertical member. In each part of the lower first connecting member and the lower second connecting member that connects the lower diagonal member to the intermediate member, three or more connecting members do not overlap and are connected to the same part, so the connecting portion Can be simplified. For this reason, the member shape of each connecting member can be simplified and reduced in size, and the connecting operation can be performed easily and quickly, and the material cost and construction cost of each member can be suppressed. Further, by the hand and the intermediate member of the upper diagonal member and the lower diagonal members are connected by damping connecting member, it is possible to exert a damping force by the damping means when a horizontal force is applied to the rack structure, The energy absorption can prevent the structural body from being damaged and further enhance the structural performance. Furthermore, one of the upper second connecting member and the lower second connecting member is an attenuation connecting member and the other is a pin connecting member, so that the upper diagonal member or the lower diagonal member and the intermediate member on the other side are connected. The lower diagonal member or the upper diagonal member is connected to the intermediate member extending from the pin connection position via the attenuation connecting member. Accordingly, the damping member is connected to the intermediate member extending to one side while the rigidity of the frame body is increased by the upper diagonal member or the lower diagonal member that is pin-connected to the intermediate member. The operation effect of the connecting member can be enhanced.

The frame structure according to claim 2 is the frame structure according to claim 1, wherein the upper second connection member is the attenuation connection member, and the lower second connection member is the pin connection member. It is preferable that the upper first connecting member and the lower first connecting member are the pin connecting members .

  The frame structure according to claim 3 is the frame structure according to claim 1 or 2, wherein the attenuation connection member is provided on a base member fixed to one member to be connected and the other member. Preferably, the base member and a movable member that is relatively movable are provided, and the damping means is configured to be able to exert a damping force by relative movement between the base member and the movable member.

  According to such a configuration, the damping connection member is configured to exert a damping force by the relative movement of the base member and the moving member, so that at least one of the upper diagonal member and the lower diagonal member and the intermediate member It is possible to efficiently convert the transmission of stress at the connection portion to the damping force. In addition, the initial horizontal rigidity of the frame is further suppressed by causing relative movement between the base member and the moving member of the damping connecting member at the connection portion between at least one of the upper diagonal member and the lower diagonal member and the intermediate member. As a result, the acceleration input can be reduced, and the stress acting on the fixing portion of the vertical member and the joint portion with the horizontal member can be reduced to improve the structural performance.

  The frame structure according to claim 4 is the frame structure according to claim 3, wherein the base member is provided with a movement restricting portion for restricting movement of the moving member within a predetermined range. It is preferable.

  According to such a configuration, when the movement restricting portion restricts the movement of the moving member within a predetermined range, and the horizontal displacement of the frame is more than a certain level, the base member and the moving member in the attenuation connection member By restricting the relative movement between the upper diagonal member and the lower diagonal member, the intermediate member is fixedly connected to the intermediate member to prevent excessive horizontal displacement of the frame body. can do.

  The frame structure according to claim 5 is the frame structure according to any one of claims 1 to 4, wherein the intermediate member is continuously provided across a plurality of floors. .

  According to such a configuration, since the intermediate member is continuously provided over a plurality of floors, a large horizontal displacement occurs in the frame body, and the fixing portion of the vertical member and the joint portion with the horizontal member are damaged. Even in this case, the intermediate member can function as a mandrel and bear the stress, and the collapse of the building can be prevented or suppressed.

  The frame structure according to claim 6 is the frame structure according to any one of claims 1 to 5, wherein the intermediate member, the upper diagonal member, and the lower diagonal member are made of wood, bamboo, It is made of metal or resin, or made of a composite material obtained by combining a plurality of materials among the materials.

  According to such a configuration, an appropriate material can be selected according to the structure type and scale of the building, and a structural body with a structural performance corresponding to the strength and deformation performance of the material can be configured. Here, for example, in a relatively small building such as a wooden house, the intermediate member, the upper diagonal member and the lower diagonal member are made of wood or bamboo, or only the intermediate member is made of bamboo, or the upper diagonal member is made. By making the material and the lower diagonal material made of bamboo, the frame body can be configured relatively inexpensively. On the other hand, in the case of a steel structure building or the like, the intermediate member, the upper diagonal member and the lower diagonal member are made of steel or other metal, so that the strength can be increased and a large horizontal force can be borne.

  A building according to a seventh aspect is characterized in that the frame structure according to any one of the first to sixth aspects is provided in a framework.

  Here, as the building of the present invention, its use (house, store, commercial building, factory, warehouse, etc.), scale (building area, volume, number of floors, etc.), structural type (wooden, steel structure, reinforced concrete structure, etc.) Are not limited, and the frame body of the present invention can be applied to various buildings. In the present invention, the vertical member means a member provided extending in the vertical direction such as a pillar, and the horizontal member means a member provided extending in the horizontal direction such as a beam, a foundation, or a base. In this case, the vertical direction and the horizontal direction include directions having a slight inclination.

  According to the present invention described above, since the upper diagonal member and the lower diagonal member are connected separately from each other in the vertical direction from the center of the intermediate member, the central portion of the intermediate member functions as a bending member. It is possible to reduce the acceleration input by suppressing the horizontal rigidity, and it is possible to improve the deformation performance by increasing the toughness of the frame body by bending deformation of the intermediate member. Furthermore, since the structure of the connection part between each member can be simplified, simplification of the member shape and simplification of the connection work can be achieved, and the installation cost of the frame body can be suppressed.

It is a front view which shows the framework of the building which concerns on one Embodiment of this invention. It is a front view which shows the frame provided in the said building. It is a front view which expands and shows a part of said frame.

  Hereinafter, a building and a frame according to an embodiment of the present invention will be described with reference to FIGS. The building of this embodiment is, for example, a building such as a detached house or an apartment, and is applied to a relatively small-scale building having a wooden frame structure and two to three floors. The building framework 1 includes a plurality of columns C (first-floor columns C1 and C2) as vertical members and beams G (foundation beams G1 and G2 as horizontal members that connect the top and bottom of the columns C). And the ceiling beam G3). The foundation beam G2 is fixed to the upper part of the reinforced concrete foundation F, and is provided extending in the horizontal direction by connecting the lower ends of the first floor pillars C1. The second floor beam G2 is connected to the upper end portion of the first floor column C1 and is connected to the lower end portion of the second floor column C2 so as to extend in the horizontal direction. The ceiling beam G3 is connected to the upper end portion of the second floor column C2. And it is provided extending in the horizontal direction. The frame body 10 is provided inside a rectangular frame W surrounded by a pair of left and right columns C and upper and lower beams G, and mainly bears a horizontal force (earthquake load or wind load) acting on the building. And it is provided in a balanced manner at a plurality of locations in the framework 1 of the building (in this embodiment, two locations on each floor of a single plane and the same position on the first and second floors).

  The pillars C1 and C2 are made of wood such as cedar laminated timber having a square cross section, and have a cross-sectional dimension of 105 mm × 105 mm, for example. The base beam G1 is made of wood such as cedar laminated timber having a square cross section, and has a cross-sectional dimension of 105 mm × 105 mm, for example. The second-floor beam G2 is made of wood such as cedar laminated wood having a square cross section, and has a cross-sectional dimension of 105 mm × 180 mm, for example. The third-floor beam G3 is made of wood such as cedar laminated wood having a square cross section, and has a cross-sectional dimension of 105 mm × 105 mm, for example. The lower end of the column C1 is joined to the foundation beam G2 by a fixing member B1 provided from the foundation F through the foundation beam G2. The upper end portion of the column C1 and the lower end portion of the column C2 are joined to the second floor beam G2 by a fixing member B2 penetrating the second floor beam G2. The upper end of the column C2 is joined to the ceiling beam G3 by a fixing member B3 that penetrates the ceiling beam G3. As these fixing members B1, B2, and B3, for example, hole-down hardware or anchor bolts having a diameter of 30 mm can be used.

  The frame body 10 includes an intermediate column 11 as an intermediate member extending vertically from the base beam G1 to the ceiling beam G3 in the middle of the pair of left and right columns C, and an intermediate column extending diagonally downward from the upper ends of the pair of left and right columns C. 11, a pair of upper diagonal members 12, a pair of lower diagonal members 13 extending obliquely upward from the lower ends of the pair of left and right columns C and extending to the intermediate column 11, an upper end portion of the pair of upper diagonal members 12, and An upper first connecting member 14 that connects the upper ends of the pillars C, an attenuation connecting member 15 that is an upper second connecting member that connects the lower ends of the pair of upper diagonal members 12 and the studs 11, respectively, and a pair of The lower first connecting member 16 that connects the lower end of the lower diagonal 13 and the lower ends of the left and right columns C, and the lower end of the lower diagonal 13 and the lower ends of the left and right columns C are connected. The lower first connecting member 16, the upper ends of the pair of lower diagonal members 13, and the stud 11 And is configured to include a pin connecting member 17 is a second lower connecting member for connecting each of the. The stud 11 is made of a cedar laminated material having a cross-sectional dimension of 105 mm × 105 mm, for example, and the upper diagonal member 12 and the lower diagonal member 13 are made of steel having a cross-sectional dimension of 60 mm × 30 mm and a thickness of 1.6 mm, for example. Consists of square pipes.

  The upper first connection member 14 and the lower first connection member 16 are formed of the same member, are formed in a U-shaped cross section, and are fixed to the side surface of the column C with screws or bolts, A fixing unit 18 connected to B1, B2, and B3 and a pair of connection units 19 extending from the fixing unit 18 are provided. The pair of connecting portions 19 are provided so as to sandwich the upper end portion of the upper diagonal member 12 and the lower end portion of the lower diagonal member 13, respectively, and are rotatably connected by pins 20 penetrating them. The pin connection member 17 is formed in a U-shaped cross section, and has a fixing portion 21 that is fixed to the side surface of the stud 11 by screws or bolts, and a pair of connection portions 22 that extend from the fixing portion 21. The pair of connecting portions 22 are provided with the upper end portion of the lower diagonal member 13 interposed therebetween, and are rotatably connected by pins 23 penetrating them. That is, the upper end portion of the upper diagonal member 12 and the lower end portion of the lower diagonal member 13 are pin-bonded to the column C, and the upper end portion of the lower diagonal member 13 is pin-bonded to the intermediate column 11, A bending moment is not generated at the end of each member.

  As shown in FIG. 3, the damping connection member 15 includes a base member 31 fixed to the stud 11, a moving member 32 provided at the end of the upper diagonal member 12, and between the base member 31 and the moving member 32. And a viscoelastic body 33 as damping means. The base member 31 includes a first concave base plate 31A that is fixed along the side surface of the stud 11, and a second concave base plate 31B that is fixed to cover the first base plate 31A. , And a bolt 34 and a nut 35 for fixing them to the spacer 11. The moving member 32 is configured by overlapping a pair of U-shaped channel members, and each channel member has a bottom surface portion 32A and a pair of side surface portions 32B rising from both end edges of the bottom surface portion 32A. Has been. The moving member 32 has a side surface portion 32 </ b> B rotatably attached to the end portion of the upper diagonal member 12 by a pin 36. The moving member 32 is provided such that each bottom surface portion 32 </ b> A is alternately provided with the first base plate 31 </ b> A and the second base plate 31 </ b> B and is relatively movable along the axial direction of the stud 11 with respect to the base member 31. .

  The viscoelastic bodies 33 are provided at three locations between the first base plate 31A and the second base plate 31B and the bottom surface portions 32A. The viscoelastic body 33 is configured to be sheared and deformed by the relative movement of the base member 31 and the moving member 32, and to exhibit a damping force by the deformation. Further, the first base plate 31A and the second base plate 31B have a step portion 31C constituting an end portion of a gap through which the bottom surface portion 32A of the moving member 32 is inserted, and between the step portion 31C and the bottom surface portion 32A. In addition, a clearance through which the moving member 32 is movable is provided. Therefore, the moving member 32 is configured to be movable by a clearance distance toward the one side and the other side along the axial direction of the stud 11, and after moving the distance, the moving member 32 comes into contact with the stepped portion 31C. Further movement is restricted. That is, the step 31C constitutes a movement restricting portion that restricts the movement of the moving member 32 within a predetermined range.

  In the frame 1 and the frame 10 described above, the dimensions of each part are set such that, for example, the column span L that is the interval between the left and right columns C is 910 mm, and the internal height H that is the distance between the upper and lower beams G is 2700 mm. Has been. In addition, the connection positions of the upper diagonal member 12 and the lower diagonal member 13 with respect to the stud 11, that is, the positions of the attenuation connecting member 15 and the pin connecting member 17 are approximately equal distances up and down across the longitudinal center position of the stud 11. The distance between the upper and lower attenuation connecting members 15 and the pin connecting member 17 is set to be about 1/3 of the length of the stud 11. Note that the positions of the damping connection member 15 and the pin connection member 17 along the longitudinal direction of the stud 11 may be any positions that cause bending deformation of the main diagonal member 11, as will be described later. It is preferable that the connecting member 17 is not too close, and the distance dimension may be set to about ¼ or more and ½ or less of the length dimension of the stud 11. Further, the crossing angle formed by the stud 11 and the upper diagonal member 12 and the lower diagonal member 13 is small so that relative displacement is likely to occur between the base member 31 and the moving member 32 of the attenuation connecting member 15. Although it is preferable, it should just be set to about 20 ° or more and 45 ° or less.

  Next, the operation of the frame body 10 will be described. When an external force such as an earthquake is input to the building, a horizontal force that causes the frame 1 to undergo shear deformation acts. For example, in FIG. 1, when a horizontal force from left to right or from right to left is applied to the position of the second floor beam G2 and the ceiling beam G3, a tensile axial force is generated in one of the pair of upper diagonal members 12. A compression axial force is generated on the other side, a compression axial force is generated on one of the pair of lower diagonal members 13, and a tensile axial force is generated on the other side. As a result, a bending moment and a shearing force are generated at the center portion between the upper and lower attenuation connecting members 15 and the pin connecting member 17 in the inter-column 11. Further, in the damping connecting member 15, the moving member 32 slides upward with respect to the base member 31, and shear deformation occurs in the viscoelastic body 33 due to this sliding. In the range where the horizontal force acting in this way is small and the shear deformation of the framework 1 is small (for example, the interlayer deformation angle is about 1/200), the damping force by the viscoelastic body 33 of the damping connecting member 15 is exhibited, and the building The vibration of can be suppressed.

  Next, when the external force level increases and the horizontal force acting on the frame 1 increases and the shear deformation of the frame 1 increases to a certain extent (for example, the interlayer deformation angle is about 1/100), the damping connecting member 15 The moving member 32 in FIG. 1 moves by the clearance distance and comes into contact with the step portion 31C of the base member 31, so that the movement is restricted, and the stud 11 and the upper diagonal member 12 are non-movable and rotatably pin-bonded. The stress is transmitted directly between these members. Therefore, the bending moment generated in the central portion of the intermediate pillar 11 is increased, and the intermediate pillar 11 is deformed into an S-shape by the bending moment and the shearing force that are opposite to each other about the center in the longitudinal direction of the intermediate pillar 11. That is, the stud 11 functions as a bending material that bears a bending moment and a shearing force, and resists a horizontal force by the restoring force of the bending deformation.

  According to the present embodiment described above, the studs 11 function as a bending material, so that the toughness due to bending deformation can be enhanced while suppressing the horizontal rigidity of the frame body 10. Therefore, the acceleration input such as seismic motion can be reduced by suppressing the horizontal rigidity, and the deformation performance can be improved by high toughness, and the restoring force is maintained against the external force such as repeatedly inputted seismic motion. High hysteresis energy absorption performance. Furthermore, since the stud 11 and the upper diagonal member 12 are connected by the damping connecting member 15, the damping force by the viscoelastic body 33 can be exhibited when a horizontal force acts on the frame body 10, and the energy absorption thereof Thus, damage to the frame body 10 and the frame 1 can be prevented, and the structural performance can be further enhanced. In addition, when a large external force is applied, the movement of the moving member 32 is restricted by contacting the stepped portion 31 </ b> C of the base member 31 in the damping connection member 15, so that the frame 10 and the frame 1 are excessively horizontal. The collapse of the building can be prevented by preventing displacement.

  Further, since the interstice 11 is continuously provided from the foundation beam G1 to the ceiling beam G3, a large horizontal displacement occurs in the frame 1 and the frame body 10, and a fixing portion of the column C and a joint portion with the beam G are formed. Even if it is a case where it breaks, the stud 11 can function as a mandrel and bear the stress, and the collapse of the building can be prevented or suppressed. Furthermore, the upper diagonal member 12 is connected to the stud 11 via the attenuation connecting member 15, and the lower diagonal member 13 is connected to the stud 11 via the pin connecting member 17. While supporting the extending pillar 11 in a cantilever manner and connecting the attenuation connecting member 15 to the cantilever pillar 11, the relative movement between the base member 31 and the moving member 32 in the attenuation connecting member 15 is amplified, The operation effect of the damping connection member 15 can be enhanced.

  In addition, embodiment mentioned above only showed the typical form of this invention, and this invention is not limited to embodiment. That is, various modifications can be made without departing from the scope of the present invention.

  For example, in the above-described embodiment, the column C and the beam G are the frame 1 in the wooden building of the wood, the frame 11 is made of wooden laminated material, and the upper diagonal member 12 and the lower diagonal member 13 are steel square pipes. Although the body 10 is provided, all of the studs 11, the upper diagonal member 12, and the lower diagonal member 13 may be made of wood or bamboo. Furthermore, the stud 11, the upper diagonal member 12, and the lower diagonal member 13 may be made of steel or reinforced concrete, or may be a mixture of wooden or bamboo and steel or reinforced concrete. Further, the frame structure of the present invention is not limited to a structure provided in a relatively small building such as a 2-3-story detached house, but can also be applied to office buildings, warehouses, school buildings, and the like. Furthermore, the frame body of the present invention is not limited to a structure that is incorporated into a framework when a new building is constructed, but can also be used as a seismic reinforcement frame that is attached to an existing building later.

  In the above embodiment, the upper diagonal member 12 is connected to the stud 11 via the attenuation connecting member 15 and the lower diagonal member 13 is connected via the pin connecting member 17. The upper diagonal member 12 and the lower diagonal member 13 may be connected to the stud 11 via the damping connecting member 15, or the upper diagonal member 12 is connected to the stud 11 via the pin connecting member 17, The lower diagonal member 13 may be connected via the attenuation connecting member 15. Furthermore, in the said embodiment, although the stud 11 was provided continuously over two layers from the foundation beam G1 to the ceiling beam G3, it is not restricted to this, The stud 11 may be divided | segmented for every layer. .

1 frame 10 frame body 11 stud (intermediate member)
12 Upper diagonal member 13 Lower diagonal member 14 Upper first connection member 15 Damping connection member (upper second connection member)
16 Lower first connection member 17 Pin connection member (lower second connection member)
31 Base member 31C Step part (movement restriction part)
32 moving member 33 viscoelastic body (damping means)
C Column (vertical member)
G Beam (horizontal member)
W Rectangular frame

Claims (7)

A frame provided inside a rectangular frame surrounded by a pair of left and right vertical members and an upper horizontal member and a lower horizontal member,
An intermediate member extending up and down across the upper and lower horizontal members in the middle of the pair of vertical members;
A pair of upper diagonal members extending obliquely downward from the upper ends of the pair of vertical members to the intermediate member;
A pair of lower diagonal members extending obliquely upward from the lower ends of the pair of vertical members to the intermediate member;
An upper first connecting member that connects an upper end portion of the pair of upper diagonal members and the pair of vertical members, respectively;
An upper second connecting member for connecting the lower end portion of the pair of upper diagonal members and the intermediate member, and
A lower first connecting member for connecting the lower end of the pair of lower diagonal members and the pair of vertical members, respectively;
A lower second connecting member that connects the upper end of the pair of lower diagonal members and the intermediate member, respectively,
The upper second connection member and the lower second connection member are provided at substantially equal distances above and below the middle position in the longitudinal direction of the intermediate member,
Of the upper second connection member and the lower second connecting member, one is a damping connection member damping means is provided, the pin and the other is connected freely immovable and rotating the members together to be connected A frame body characterized by being a connecting member. The upper second connection member is the attenuation connection member, and the lower second connection member is the pin connection member,
The frame structure according to claim 1, wherein the upper first connection member and the lower first connection member are the pin connection members . The attenuation connection member has a base member fixed to one member to be connected, and a moving member provided on the other member and movable relative to the base member,
The frame structure according to claim 1 or 2, wherein the damping means is configured to be able to exert a damping force by relative movement between the base member and the moving member.   4. The frame body according to claim 3, wherein in the attenuation connecting member, the base member is provided with a movement restricting portion that restricts movement of the moving member within a predetermined range.   The frame according to any one of claims 1 to 4, wherein the intermediate member is provided continuously over a plurality of floors.   The intermediate member, the upper diagonal member, and the lower diagonal member are each made of wood, bamboo, metal, or resin, or made of a composite material in which a plurality of materials are combined. The frame according to any one of claims 1 to 5, wherein   A building comprising the frame according to any one of claims 1 to 6 in a framework.

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