JP2009185571A - Building - Google Patents

Building Download PDF

Info

Publication number
JP2009185571A
JP2009185571A JP2008028924A JP2008028924A JP2009185571A JP 2009185571 A JP2009185571 A JP 2009185571A JP 2008028924 A JP2008028924 A JP 2008028924A JP 2008028924 A JP2008028924 A JP 2008028924A JP 2009185571 A JP2009185571 A JP 2009185571A
Authority
JP
Japan
Prior art keywords
floor
bearing wall
portal
floor structure
wall
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2008028924A
Other languages
Japanese (ja)
Inventor
Hirotoshi Okazaki
宏俊 岡崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP2008028924A priority Critical patent/JP2009185571A/en
Publication of JP2009185571A publication Critical patent/JP2009185571A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To rigidly dispose a gantry bearing wall of wooden rigid frame structure on a floor structure installed on a lower structure by a simple structure. <P>SOLUTION: In this building 1, the floor structure 20 is installed on the lower structure 3, the right and left pedestals of the gantry bearing wall 30 of wooden rigid frame structure are placed on the floor structure 20, and the pedestals of the gantry bearing wall 30 are connected to the lower structure 3 through hardware 40, 50. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は建物に関する。   The present invention relates to buildings.

特許文献1に記載の如く、建物の木質ラーメン構造の門型フレームの柱脚を基礎の上に中間金物を介して強固に取付け、門型フレームの広い開口幅をもつガレージ等の内部空間を構成するものがある。
特開平9-60107
As described in Patent Document 1, the column base of the wooden frame structure of the building's wooden ramen structure is firmly attached to the foundation via an intermediate hardware, forming an internal space such as a garage with a wide opening width of the portal frame There is something to do.
JP-A-9-60107

建物の床上に大開口を形成する構造として、特許文献1に記載の門型フレームの柱脚まわりに床構造体を敷き設けることが考えられる。しかしながら、このとき、門型フレームの左右の柱脚の外寸を一辺とする矩形状床構造体の輪郭を門型フレームの柱脚に対応する角部で切欠き、床構造体の非切欠部を基礎の上に載せるものとする場合には、床構造体の枠組等の構成が複雑になる。また、このとき、門型フレームの左右の柱脚の内寸を一辺とする矩形状床構造体を門型フレームの柱脚の内側面に突き当て支持するものとする場合には、床構造体を門型フレームに支持するための格別の支持金物が必要になる。   As a structure for forming a large opening on the floor of a building, it is conceivable to lay and provide a floor structure around the column base of the gate-type frame described in Patent Document 1. However, at this time, the outline of the rectangular floor structure having the outer dimensions of the left and right column bases of the gate-type frame as one side is cut out at the corner corresponding to the column base of the gate-type frame, and the non-notch portion of the floor structure If the floor is to be placed on the foundation, the structure of the frame structure of the floor structure becomes complicated. At this time, if the rectangular floor structure with the inner dimension of the left and right column bases of the portal frame is one side and is supported by the inner surface of the column base of the portal frame, the floor structure Special support hardware is required to support the frame on the portal frame.

本発明の課題は、下部構造体の上に設置した床構造体の上に木質ラーメン構造の門型耐力壁を、簡易な構造によって強固に配置することにある。   An object of the present invention is to firmly arrange a gate-type load bearing wall of a wooden ramen structure on a floor structure installed on a lower structure with a simple structure.

請求項1の発明は、下部構造体の上に床構造体を設置し、床構造体の上に木質ラーメン構造の門型耐力壁の左右の柱脚を載せ、門型耐力壁の柱脚と下部構造体を金物を介して連結した建物である。   According to the first aspect of the present invention, a floor structure is installed on the lower structure, the left and right column bases of the wooden load-bearing wall of the wooden ramen structure are mounted on the floor structure, It is a building where lower structures are connected via hardware.

請求項2の発明は、請求項1の発明において更に、前記床構造体と門型耐力壁とが予め一体化された床付壁ユニットを構成するようにしたものである。   According to a second aspect of the present invention, in the first aspect of the present invention, the floor structure and the gate-type load-bearing wall are further integrated into a floor-attached wall unit.

請求項3の発明は、請求項1又は2の発明において更に、前記金物が、床構造体に内蔵した中間金物を含み、この中間金物に、前記門型耐力壁の柱脚と下部構造体とがそれぞれ連結されてなるようにしたものである。   According to a third aspect of the present invention, in the first or second aspect of the present invention, the hardware further includes an intermediate hardware incorporated in a floor structure, and the intermediate hardware includes a column base of the portal load bearing wall and a lower structure. Are connected to each other.

(請求項1)
(a)建物において、下部構造体の上に床構造体を設置し、床構造体の上に木質ラーメン構造の門型耐力壁の左右の柱脚を載せ、門型耐力壁の柱脚と下部構造体を金物を介して連結した。従って、下部構造体と門型耐力壁の柱脚との間に床構造体を挟み込む構造になり、床構造体の輪郭を切欠く必要がないし、床構造体を下部構造体の上に支持し、かつ下部構造体と門型耐力壁の柱脚の間に強固に挟み込み配置される。
(Claim 1)
(a) In a building, a floor structure is installed on the lower structure, the left and right column bases of the portal frame of the wooden ramen structure are placed on the floor structure, and the column base and lower part of the portal type load bearing wall The structures were connected via hardware. Therefore, the floor structure is sandwiched between the lower structure and the column base of the gate-type bearing wall, and it is not necessary to cut out the outline of the floor structure, and the floor structure is supported on the lower structure. And it is firmly sandwiched between the lower structure and the column base of the gate-type load bearing wall.

(請求項2)
(b)床構造体と門型耐力壁とが予め一体化された床付壁ユニットを構成する。従って、床付壁ユニットを予め工場で生産した後に建築現場に輸送して据付けるものになり、建物の工業生産化率を向上できる。
(Claim 2)
(b) A floor wall unit in which the floor structure and the gate-type load-bearing wall are integrated in advance is configured. Therefore, the floor-mounted wall unit is produced in advance at the factory and then transported and installed at the construction site, so that the industrial production rate of the building can be improved.

(請求項3)
(c)門型耐力壁の柱脚が、床構造体に内蔵した中間金物に連結される。従って、門型耐力壁の柱脚と床構造体を中間金物により強固に一体化できる。また、門型耐力壁の両面や床構造体の上面に面材が張設された状態であっても、床下からの作業で各連結作業ができるので工程の自由化ができる。
(Claim 3)
(c) The column base of the portal bearing wall is connected to the intermediate hardware built in the floor structure. Therefore, the column base of the portal bearing wall and the floor structure can be firmly integrated with the intermediate hardware. Further, even in a state in which face materials are stretched on both sides of the gate-type load bearing wall and the upper surface of the floor structure, each connection work can be performed from the bottom of the floor, so that the process can be liberalized.

図1は建物を示す斜視図、図2は床付壁ユニットの設置構造を示す正面図、図3は門型耐力壁の連結構造を示す正面図、図4は門型耐力壁の柱と梁の剛接合構造を示し、(A)は正面図、(B)は側面図、図5は中間金物を示す斜視図、図6は門型耐力壁と床構造体の連結構造を示す斜視図、図7は門型耐力壁と基礎の連結構造を示す斜視図である。   FIG. 1 is a perspective view showing a building, FIG. 2 is a front view showing an installation structure of a floor-mounted wall unit, FIG. 3 is a front view showing a connection structure of portal load-bearing walls, and FIG. (A) is a front view, (B) is a side view, FIG. 5 is a perspective view showing an intermediate hardware, and FIG. 6 is a perspective view showing a connection structure of a portal bearing wall and a floor structure. FIG. 7 is a perspective view showing a connection structure between the portal bearing wall and the foundation.

図1に示す建物1は、複数個の工場生産された建物ユニット2を、建築現場に設けてある基礎3の上に隣接設置して構築されたユニット建物であり、その一部に床付壁ユニット10を有する。   A building 1 shown in FIG. 1 is a unit building constructed by adjoining a plurality of factory-produced building units 2 on a foundation 3 provided at a construction site, and a part of the building is a floor wall. It has a unit 10.

床付壁ユニット10は、図2に示す如く、床構造体20と木質ラーメン構造の門型耐力壁30とを工場生産段階で予め一体化したものである。門型耐力壁30の柱脚が、床構造体20に内蔵した中間金物40に連結される。そして、建物1は、床付壁ユニット10に対する下部構造体としての基礎3の上に床構造体20を設置し、床構造体20の上に門型耐力壁30の左右の柱脚を載せ、門型耐力壁30の壁枠組31と基礎3を中間金物40を介して連結してある。建物1は、床構造体の上で、門型耐力壁30の左右の壁枠組31に挟まれる空間を窓等の大開口とする。   As shown in FIG. 2, the floor-equipped wall unit 10 is a unit in which a floor structure 20 and a portal load-bearing wall 30 having a wooden ramen structure are integrated in advance at the factory production stage. The column base of the portal load bearing wall 30 is connected to an intermediate hardware 40 built in the floor structure 20. And the building 1 installs the floor structure 20 on the foundation 3 as a lower structure with respect to the floor-equipped wall unit 10, mounts the left and right column bases of the portal bearing wall 30 on the floor structure 20, The wall frame 31 and the foundation 3 of the portal load bearing wall 30 are connected via an intermediate hardware 40. In the building 1, a space between the left and right wall frames 31 of the portal load bearing wall 30 on the floor structure is a large opening such as a window.

床構造体20は、図2、図3に示す如く、木質根太21Aからなる床枠組21の下面に木質土台22を取付けるとともに、床枠組21の上面に床面材23を取付けて構成される。   As shown in FIGS. 2 and 3, the floor structure 20 is configured by attaching a wooden base 22 to the lower surface of a floor frame assembly 21 made of a wooden joist 21 </ b> A and attaching a floor material 23 to the upper surface of the floor frame assembly 21.

門型耐力壁30は、図2〜図4に示す如く、木質構造柱31Aと木質縦枠材31Bにより壁枠組31を形成し、左右の壁枠組31の上端部に木質構造梁32の両端部を剛接合して門型とする。壁枠組31と構造梁32は、図4に示す如く、相交差する構造柱31Aの上端部と構造梁32の端部のそれぞれの幅方向中央部に溝33A、33Bを形成し、L型接合金物34をそれらの溝33A、33Bに差し込み、構造柱31Aの上端部とその溝33Aに差し込まれたL型接合金物34とをドリフトピン35Aにより接合されるとともに、構造梁32の端部とその溝33Bに差し込まれたL型接合金物34とをドリフトピン35Bにより接合される。これにより、左右の構造柱31A、ひいては壁枠組31と構造梁32とが剛接合され、木質ラーメン構造の門型耐力壁30が形成される。   As shown in FIGS. 2 to 4, the portal bearing wall 30 forms a wall frame 31 with a wooden structure column 31 </ b> A and a wooden vertical frame member 31 </ b> B, and both ends of the wooden structure beam 32 at the upper ends of the left and right wall frames 31. Are rigidly joined to form a gate. As shown in FIG. 4, the wall frame 31 and the structural beam 32 are formed with grooves 33A and 33B at the widthwise central portions of the upper end portion of the structural column 31A and the end portion of the structural beam 32 that intersect each other. The metal piece 34 is inserted into the grooves 33A and 33B, and the upper end portion of the structural column 31A and the L-shaped joint metal piece 34 inserted into the groove 33A are joined by the drift pin 35A, and the end portion of the structural beam 32 and The L-shaped metal fitting 34 inserted into the groove 33B is joined by the drift pin 35B. As a result, the left and right structural columns 31A, by extension, the wall frame 31 and the structural beam 32 are rigidly joined to form a portal bearing wall 30 having a wooden frame structure.

尚、門型耐力壁30は、左右の壁枠組31の下端面に木質下枠材36を架け渡されるとともに、左右の壁枠組31の上端面に木質上枠材37を架け渡される。生産段階の門型耐力壁30は左右の壁枠組31を下枠材36により連結されて安定化される。下枠材36は、床構造体20と門型耐力壁30の一体化後に、左右の構造柱31Aの内寸相当部を切除される。   Note that the portal load bearing wall 30 has a wooden lower frame member 36 laid over the lower end surfaces of the left and right wall frame assemblies 31 and a wooden upper frame member 37 laid over the upper end surfaces of the left and right wall frame assemblies 31. The portal bearing wall 30 in the production stage is stabilized by connecting the left and right wall frames 31 with a lower frame member 36. In the lower frame member 36, after the floor structure 20 and the gate-type load bearing wall 30 are integrated, portions corresponding to the inner dimensions of the left and right structural columns 31 </ b> A are cut off.

床構造体20と門型耐力壁30は以下の構造により連結されて一体化される。床構造体20において、図3に示す如く、門型耐力壁30の左右の構造柱31A、縦枠材31Bの各柱脚に対応する床面材23の下側側傍に中間金物40を配置し、この中間金物40を木ねじ41で床枠組21の根太21Aに固定する。中間金物40は、図5に示す如く、上板40Aと下板40Bの間につなぎ板40Cを有して構成され、つなぎ板40Cが木ねじ41により根太21Aに固定される。他方、門型耐力壁30において、図3に示す如く、左右の構造柱31A(縦枠材31Bにおいても同じ)の脚部の側面に引き寄せ金物50の取付板50Aをボルト51、釘52で固定する。床構造体20の上に門型耐力壁30の左右の構造柱31A(縦枠材31Bにおいても同じ)の脚部を載せ、図6に示す如く、ボルト61を引き寄せ金物50の台座板50B、門型耐力壁30の下枠材36、床構造体20の床面材23のそれぞれに設けた孔経由で、構造柱31Aの脚部に対応する中間金物40の上板40Aのボルト挿通孔に挿通し、その挿通端にナット61Aを締結する。これにより、床構造体20と門型耐力壁30(構造柱31A、縦枠材31B)を連結した床付壁ユニット10が形成される。   The floor structure 20 and the portal bearing wall 30 are connected and integrated by the following structure. In the floor structure 20, as shown in FIG. 3, the intermediate hardware 40 is disposed on the lower side of the floor surface material 23 corresponding to the column bases of the left and right structural columns 31 </ b> A and the vertical frame material 31 </ b> B of the portal bearing wall 30. Then, the intermediate hardware 40 is fixed to the joists 21 </ b> A of the floor frame 21 with the wood screws 41. As shown in FIG. 5, the intermediate metal piece 40 includes a connecting plate 40 </ b> C between the upper plate 40 </ b> A and the lower plate 40 </ b> B, and the connecting plate 40 </ b> C is fixed to the joists 21 </ b> A by the wood screws 41. On the other hand, in the portal bearing wall 30, as shown in FIG. 3, the attachment plate 50A of the pulling metal object 50 is fixed to the side surfaces of the legs of the left and right structural columns 31A (the same applies to the vertical frame member 31B) with bolts 51 and nails 52. To do. The left and right structural pillars 31A (the same applies to the vertical frame member 31B) of the portal load bearing wall 30 are placed on the floor structure 20, and the bolts 61 are drawn as shown in FIG. Via the holes provided in the lower frame member 36 of the portal load bearing wall 30 and the floor member 23 of the floor structure 20, the bolt insertion hole of the upper plate 40 </ b> A of the intermediate hardware 40 corresponding to the leg portion of the structural column 31 </ b> A. The nut 61A is fastened to the insertion end. Thereby, the floor-equipped wall unit 10 in which the floor structure 20 and the gate-type load-bearing wall 30 (the structural pillar 31A and the vertical frame member 31B) are connected is formed.

門型耐力壁30と基礎3は以下の構造により連結される。床付壁ユニット10の床構造体20を基礎3の上に据付け設置するに際し、図7に示す如く、基礎3のアンカーボルト4を床構造体20の土台22に設けた孔経由で、門型耐力壁30の構造柱31A、縦枠材31Bの各脚部に対応する中間金物40の下板40Bのボルト挿通孔に挿通し、その挿通端にナット4Aを締結する。これにより、門型耐力壁30の左右の構造柱31A、縦枠材31Bの各脚部が、引き寄せ金物50、中間金物40を介して基礎3に連結される。   The portal bearing wall 30 and the foundation 3 are connected by the following structure. When the floor structure 20 of the floor wall unit 10 is installed and installed on the foundation 3, as shown in FIG. 7, the anchor bolt 4 of the foundation 3 is connected to the gate structure via the hole provided in the base 22 of the floor structure 20. The structural pillar 31A of the load bearing wall 30 and the vertical frame member 31B are inserted into the bolt insertion holes of the lower plate 40B of the intermediate hardware 40 corresponding to the legs, and the nut 4A is fastened to the insertion end. As a result, the left and right structural columns 31 </ b> A of the portal bearing wall 30 and the leg portions of the vertical frame member 31 </ b> B are connected to the foundation 3 through the attracting hardware 50 and the intermediate hardware 40.

本実施例によれば以下の作用効果を奏する。
(a)建物1において、基礎3の上に床構造体20を設置し、床構造体20の上に木質ラーメン構造の門型耐力壁30の左右の柱脚を載せ、門型耐力壁30の柱脚と基礎3を引き寄せ金物50、中間金物40を介して連結した。従って、基礎3と門型耐力壁30の柱脚との間に床構造体20を挟み込む構造になり、床構造体20の輪郭を切欠く必要がないし、床構造体20を基礎3の上に支持し、かつ基礎3と門型耐力壁30の柱脚の間に強固に挟み込み配置される。
According to the present embodiment, the following operational effects can be obtained.
(a) In the building 1, the floor structure 20 is installed on the foundation 3, and the left and right column bases of the portal frame bearing wall 30 of the wooden ramen structure are placed on the floor structure 20. The column base and the foundation 3 were connected to each other through the drawing metal 50 and the intermediate metal 40. Accordingly, the floor structure 20 is sandwiched between the foundation 3 and the column base of the portal load bearing wall 30, and it is not necessary to cut out the outline of the floor structure 20, and the floor structure 20 is placed on the foundation 3. It is supported and placed firmly between the foundation 3 and the column base of the portal load bearing wall 30.

(b)床構造体20と門型耐力壁30とが予め一体化された床付壁ユニット10を構成する。従って、床付壁ユニット10を予め工場で生産した後に建築現場に輸送して据付けるものになり、建物1の工業生産化率を向上できる。   (b) The floor-equipped wall unit 10 in which the floor structure 20 and the portal bearing wall 30 are integrated in advance is configured. Accordingly, the floor-mounted wall unit 10 is produced in advance at the factory and then transported and installed at the construction site, so that the industrial production rate of the building 1 can be improved.

(c)門型耐力壁30の柱脚が、床構造体20に内蔵した中間金物40に連結される。従って、門型耐力壁30の柱脚と床構造体20を中間金物40により強固に一体化できる。また、門型耐力壁30の両面や床構造体20の上面に面材が張設された状態であっても、床下からの作業で各連結作業ができるので工程の自由化ができる。   (c) The column base of the portal bearing wall 30 is connected to the intermediate hardware 40 built in the floor structure 20. Therefore, the column base of the portal bearing wall 30 and the floor structure 20 can be firmly integrated by the intermediate hardware 40. Moreover, even if the face material is stretched on both surfaces of the portal bearing wall 30 and the upper surface of the floor structure 20, each connecting operation can be performed from below the floor, so that the process can be liberalized.

以上、本発明の実施例を図面により詳述したが、本発明の具体的な構成はこの実施例に限られるものではなく、本発明の要旨を逸脱しない範囲の設計の変更等があっても本発明に含まれる。本発明の建物において、床構造体が設置される下部構造体は下階の壁構造体の縦枠材と、下階構造体であっても良い。   Although the embodiments of the present invention have been described in detail with reference to the drawings, the specific configuration of the present invention is not limited to these embodiments, and even if there is a design change or the like without departing from the gist of the present invention. It is included in the present invention. In the building of the present invention, the lower structure in which the floor structure is installed may be a vertical frame member of the lower floor wall structure and a lower floor structure.

図1は建物を示す斜視図である。FIG. 1 is a perspective view showing a building. 図2は床付壁ユニットの設置構造を示す正面図である。FIG. 2 is a front view showing the installation structure of the floor wall unit. 図3は門型耐力壁の連結構造を示す正面図である。FIG. 3 is a front view showing the connecting structure of the portal bearing walls. 図4は門型耐力壁の柱と梁の剛接合構造を示し、(A)は正面図、(B)は側面図である。4A and 4B show a rigid connection structure between a column and a beam of a portal bearing wall, where FIG. 4A is a front view and FIG. 4B is a side view. 図5は中間金物を示す斜視図である。FIG. 5 is a perspective view showing an intermediate hardware. 図6は門型耐力壁と床構造体の連結構造を示す斜視図である。FIG. 6 is a perspective view showing a connecting structure of the portal bearing wall and the floor structure. 図7は門型耐力壁と基礎の連結構造を示す斜視図である。FIG. 7 is a perspective view showing a connection structure between the portal bearing wall and the foundation.

符号の説明Explanation of symbols

1 建物
3 基礎(下部構造体)
10 床付壁ユニット
20 床構造体
30 門型耐力壁
40 中間金物(金物)
50 引き寄せ金物(金物)
1 Building 3 Foundation (substructure)
10 floor unit with floor 20 floor structure 30 portal bearing wall 40 intermediate hardware (hardware)
50 attracted hardware (hardware)

Claims (3)

下部構造体の上に床構造体を設置し、床構造体の上に木質ラーメン構造の門型耐力壁の左右の柱脚を載せ、門型耐力壁の柱脚と下部構造体を金物を介して連結した建物。   A floor structure is installed on the lower structure, and the left and right column bases of the wooden load-bearing wall with a wooden ramen structure are placed on the floor structure, and the column base of the portal load-bearing wall and the lower structure are placed through hardware. Connected buildings. 前記床構造体と門型耐力壁とが予め一体化された床付壁ユニットを構成する請求項1に記載の建物。   The building according to claim 1, wherein the floor structure and the gate-type load-bearing wall constitute a floor-attached wall unit integrated in advance. 前記金物が、床構造体に内蔵した中間金物を含み、この中間金物に、前記門型耐力壁の柱脚と下部構造体とがそれぞれ連結されてなる請求項1又は2に記載の建物。   The building according to claim 1 or 2, wherein the hardware includes an intermediate hardware incorporated in a floor structure, and a column base and a lower structure of the gate-type load bearing wall are connected to the intermediate hardware.
JP2008028924A 2008-02-08 2008-02-08 Building Pending JP2009185571A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2008028924A JP2009185571A (en) 2008-02-08 2008-02-08 Building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2008028924A JP2009185571A (en) 2008-02-08 2008-02-08 Building

Publications (1)

Publication Number Publication Date
JP2009185571A true JP2009185571A (en) 2009-08-20

Family

ID=41069077

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2008028924A Pending JP2009185571A (en) 2008-02-08 2008-02-08 Building

Country Status (1)

Country Link
JP (1) JP2009185571A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020117891A (en) * 2019-01-22 2020-08-06 積水化学工業株式会社 Building unit

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1113136A (en) * 1997-06-25 1999-01-19 Sumitomo Forestry Co Ltd Sill column base fixing metal fitting and sill column base fixing structure
JP2001303663A (en) * 2000-04-24 2001-10-31 Nippon Jutaku Panel Kogyo Kyodo Kumiai Narrow wall panel structure, portal frame structure and wooden building
JP2003328435A (en) * 2002-05-16 2003-11-19 Sekisui Chem Co Ltd Connecting structure in wooden building, and unit building

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1113136A (en) * 1997-06-25 1999-01-19 Sumitomo Forestry Co Ltd Sill column base fixing metal fitting and sill column base fixing structure
JP2001303663A (en) * 2000-04-24 2001-10-31 Nippon Jutaku Panel Kogyo Kyodo Kumiai Narrow wall panel structure, portal frame structure and wooden building
JP2003328435A (en) * 2002-05-16 2003-11-19 Sekisui Chem Co Ltd Connecting structure in wooden building, and unit building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020117891A (en) * 2019-01-22 2020-08-06 積水化学工業株式会社 Building unit
JP7201452B2 (en) 2019-01-22 2023-01-10 積水化学工業株式会社 building unit

Similar Documents

Publication Publication Date Title
JP2018197474A (en) Joint structure of wall member and foundation
JP5142574B2 (en) Wooden building
JP2009185571A (en) Building
JP2006214268A (en) Method of connecting foundation members, columns or beams in a wooden building
JP2015063852A (en) Underground pit structure
JP6860354B2 (en) Building structure
JP5968837B2 (en) Column beam connection structure
JP6427240B1 (en) Indoor earthquake resistant structure and method of assembling the same
JP5142575B2 (en) Seismic reinforcement method for wooden buildings and wooden buildings
JP2017020208A (en) Unit type building structure
JP6385686B2 (en) Wood frame structure
JP6091367B2 (en) Floor panel support structure
JP5320206B2 (en) Extension method of unit building
JP4871363B2 (en) Column / beam joint structure and unit building reconstruction method
JP2013241803A (en) Force bearing wall
JP2017020210A (en) Building outer wall structure
JP7303712B2 (en) unit building
JP7298158B2 (en) Lower end structure of bearing wall
JP2011026767A (en) Hanging stairs structure, building unit, unit building, method for constructing the unit building, and method for manufacturing hanging rod panel
JP2009293342A (en) Joint structure used for gate-shaped wood frame
JP2017110460A (en) Bearing wall structure
JP2010077645A (en) Joint structure in wooden building
JP6789152B2 (en) Building unit and its manufacturing method
JP2004339923A (en) Connection structure for horizontal member
WO2013012012A1 (en) Wooden framework building

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20100922

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120614

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120619

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20121016