Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3472192B2 - Bracing structure using connecting metal fittings - Google Patents
[go: Go Back, main page]

JP3472192B2 - Bracing structure using connecting metal fittings - Google Patents

Bracing structure using connecting metal fittings

Info

Publication number
JP3472192B2
JP3472192B2 JP11922599A JP11922599A JP3472192B2 JP 3472192 B2 JP3472192 B2 JP 3472192B2 JP 11922599 A JP11922599 A JP 11922599A JP 11922599 A JP11922599 A JP 11922599A JP 3472192 B2 JP3472192 B2 JP 3472192B2
Authority
JP
Japan
Prior art keywords
fixed
side member
shaft assembly
side members
lower side
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.)
Expired - Fee Related
Application number
JP11922599A
Other languages
Japanese (ja)
Other versions
JP2000309982A (en
Inventor
勲 山下
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP11922599A priority Critical patent/JP3472192B2/en
Publication of JP2000309982A publication Critical patent/JP2000309982A/en
Application granted granted Critical
Publication of JP3472192B2 publication Critical patent/JP3472192B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696Shear bracing

Landscapes

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

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、建築物の壁等に使
用される筋違構造に関するものであり、特に地震などに
よる横揺れ、縦揺れに対して強度が大きく、耐震性に優
れた筋違構造が容易に得られる連結金具を用いた筋違構
造体に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bracing structure used for a wall of a building, etc., and in particular, it has a large strength against swaying and pitching due to an earthquake and has excellent seismic resistance. The present invention relates to a brace structure having a connecting metal fitting that can easily obtain a structural failure.

【0002】[0002]

【従来の技術】従来の筋違構造は、矩形状に組まれた軸
組の空間内に2本の筋違を対角線状に交差して設けるの
が一般的であった。また、このような筋違を取り付け固
定するのに使用する連結金具については、例えば特開平
8−277588号公報、特開平8−284253号公
報に開示されている。
2. Description of the Related Art In the conventional bracing structure, two braces are generally provided diagonally intersecting each other in a space of a rectangular frame assembly. Further, connecting fittings used for attaching and fixing such braces are disclosed in, for example, Japanese Patent Application Laid-Open Nos. 8-277588 and 8-284253.

【0003】しかし、上記従来のように対角線状に交差
した筋違構造では、上下方向及び左右横方向の耐力が不
足し、地震などによる縦揺れ、横揺れに対する強度が必
ずしも充分ではなかった。
However, the diagonally intersecting brace structure as described above lacks the vertical and lateral lateral proof strength, and its strength against vertical pitching and rolling due to an earthquake is not always sufficient.

【0004】[0004]

【発明が解決しようとする課題】そこで、本発明は、筋
違を対角線方向に交差して設けるだけではなく、上下方
向及び左右方向にも筋違を設けることができ、上下方向
及び左右方向の耐力が大きく、特に地震などによる縦揺
れ、横揺れに強く、耐震性に優れた筋違構造が容易に
られる連結金具を用いた筋違構造体を提供することを目
的とする。
In view of the above, according to the present invention, not only the braces are provided diagonally intersecting each other, but also the braces can be provided in the vertical direction and the horizontal direction. Large proof strength, especially strong against vertical and horizontal swaying due to earthquakes, etc., and easily obtain a brace structure with excellent earthquake resistance.
An object of the present invention is to provide a bracing structure using a connecting metal fitting .

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、本発明の筋違構造体は、平行して相対する上辺部材
及び下辺部材と平行して相対する左右の側辺部材とが互
いに直角をなす多角形の枠体に形成されている軸組体
と、八角形の金属製枠体の各辺部に筋違の連結孔が設け
られていて、前記軸組体の空間内に配設される連結金具
と、一端部が前記連結孔に挿通して前記連結金具に固着
されると共に、他端部が前記軸組体の前記上辺部材及び
下辺部材に固着される上下方向の筋違と、一端部が前記
連結孔に挿通して前記連結金具に固着されると共に、他
端部が前記軸組体の前記左右の側辺部材に固着される左
右方向の筋違と、さらに、一端部が前記連結孔に挿通し
て前記連結金具に固着されると共に、他端部が前記上辺
部材及び下辺部材と前記左右の側辺部材との間に設けら
れた斜辺部材を貫通して梁材又は土台に固着される対角
線方向の筋違とで構成されている。
In order to achieve the above object, the brace structure of the present invention has an upper side member and a lower side member that are parallel to each other, and left and right side members that are parallel to each other. A frame assembly formed in a polygonal frame that makes a right angle, and a bracing connection hole in each side of the octagonal metal frame
And a connecting fitting arranged in the space of the shaft assembly.
And one end part is inserted into the connection hole and fixed to the connection fitting, and the other end part is fixed to the upper side member and the lower side member of the shaft assembly, and one end part is A left-right brace in which the other end is fixed to the left and right side members of the shaft assembly while being inserted into the connection hole and fixed to the connection fitting, and one end is connected to the connection hole. And is fixed to the connecting metal fitting, and the other end is fixed to the beam member or the base through the oblique side member provided between the upper side member and the lower side member and the left and right side side members. It is composed of diagonal braces.

【0006】上記のように前記連結金具が八角形に形成
されているので、前記軸組体の空間内に設ける複数の筋
違を上下方向、左右方向及び対角線方向に容易に位置決
めして組み立てることができる。
Since the connecting fitting is formed in an octagonal shape as described above, a plurality of braces provided in the space of the shaft assembly can be easily positioned in the vertical direction, the horizontal direction and the diagonal direction to be assembled. You can

【0007】また、前記軸組体が、前記左右の側辺部材
と該側辺部材の両端に連続する斜辺部材とが一体に形成
され、前記上辺部材及び下辺部材の両端が前記斜辺部材
の端部に着脱可能に接続されて八角形の枠体を形成する
ように構成すると、前記軸組体を解体して運搬でき、工
事現場で容易に組み立てることができる。この場合、前
記軸組体は金属製角パイプ材により構成することが好ま
しい。
Further, in the shaft assembly, the left and right side members and a hypotenuse member continuous to both ends of the side member are integrally formed, and both ends of the upper and lower side members are ends of the hypotenuse member. If it is configured to be detachably connected to the part to form an octagonal frame, the frame assembly can be disassembled and transported, and can be easily assembled at a construction site. In this case, it is preferable that the shaft assembly is made of a metal square pipe material.

【0008】さらに、本発明による筋違構造体は、矩形
状に形成された軸組体に適用することも可能である。こ
の場合、前記対角線方向の筋違は前記左右の側辺部材に
固着するか、前記左右の側辺部材を貫通して梁材又は土
台に固着する。
Further, the bracing structure according to the present invention can be applied to a rectangular frame assembly. In this case, the diagonal brace is fixed to the left and right side members, or penetrates the left and right side members and is fixed to the beam or the base.

【0009】[0009]

【発明の実施の形態】以下、本発明の好適な実施の形態
を図面に基づいて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of the present invention will be described below with reference to the drawings.

【0010】図1及び図2は、本発明の筋違構造体に用
いる連結金具1を示している。該連結金具1は、鋳鉄、
アルミ合金などの金属材料により正八角形の枠体に成形
され、8つの辺部2に後述する筋違7,7〜10,10
の連結孔3が貫通して設けられている。
1 and 2 are used for the bracing structure of the present invention .
The connecting metal fitting 1 is shown. The connecting fitting 1 is made of cast iron,
A regular octagonal frame body is formed of a metal material such as an aluminum alloy, and the eight side portions 2 have struts 7, 7 to 10, 10 described later.
Connection hole 3 is provided so as to penetrate therethrough.

【0011】図3は、連結金具1を用いて構成された本
発明の筋違構造体5を梁材41と土台42との間に組み
込んだ使用状態を示している。該筋違構造体5は、八角
形の枠体に形成された軸組体6と、該軸組体6の空間内
の中心部位に配設される連結金具1と、それぞれ一対か
らなる形状及び構造の異なる4組の筋違7,7〜10,
10とにより構成されている。
FIG. 3 shows a usage state in which the brace structure 5 of the present invention constructed by using the connecting fitting 1 is incorporated between the beam member 41 and the base 42. The brace structure 5 includes a shaft assembly 6 formed in an octagonal frame body, a connecting fitting 1 arranged at a central portion in the space of the shaft assembly 6, and a pair of shapes and 4 pairs of different structures 7, 7-10,
10 and 10.

【0012】軸組体6は、図3及び図4に示すように、
平行して相対する左右の側辺部材11,11がそれぞ
れ、その両端に斜辺部材12,12を一体に設けた形状
を有し、斜辺部材12の端部に接続され平行に相対する
上辺部材13と下辺部材14は、図5に示すように同一
構造でそれぞれ別体に形成されている。これらの各構成
部材11〜14は金属製角パイプ材により製造されてい
て、斜辺部材12の端部に設けたフランジ部15と、上
辺部材13及び下辺部材14の両端に設けたフランジ部
16をボルト・ナット17,18(図3参照)で着脱可
能に結合して八角形の枠体からなる軸組体6が形成され
るようになっている。したがって、斜辺部材12,12
が一体化されている両側辺部材11,11と上辺部材1
3及び下辺部材14を解体して運搬し、工事現場で組み
立てることが可能である。
The shaft assembly 6 is, as shown in FIGS. 3 and 4,
The right and left side members 11 and 11 facing each other in parallel have a shape in which the hypotenuse members 12 and 12 are integrally provided at both ends thereof, and the upper side member 13 connected to the end of the hypotenuse member 12 and facing in parallel. As shown in FIG. 5, the lower side member 14 and the lower side member 14 have the same structure and are separately formed. Each of these constituent members 11 to 14 is manufactured from a metal square pipe material, and includes a flange portion 15 provided at an end portion of the hypotenuse member 12 and a flange portion 16 provided at both ends of the upper side member 13 and the lower side member 14. A bolt / nut 17 and 18 (see FIG. 3) are detachably coupled to each other to form a frame assembly 6 formed of an octagonal frame. Therefore, the hypotenuse members 12, 12
Both side members 11, 11 and upper side member 1 in which
3 and the lower side member 14 can be disassembled, transported, and assembled at a construction site.

【0013】上下方向の筋違7,7は、図6に示すよう
に、支持棒20の一端にねじ部21を設け、他端にコ字
形の受け片22を設けた構造を有し、ねじ部21を連結
金具1の上下方向に相対する連結孔3に挿通してナット
40,40で連結金具1に固着すると共に、受け片22
を上辺部材13及び下辺部材14に係合して支持固定す
るように取り付けられる。
As shown in FIG. 6, the vertical striations 7, 7 have a structure in which a screw portion 21 is provided at one end of the support rod 20 and a U-shaped receiving piece 22 is provided at the other end. The part 21 is inserted into the connecting hole 3 facing the vertical direction of the connecting fitting 1 and fixed to the connecting fitting 1 with the nuts 40, 40, and the receiving piece 22
Is engaged with the upper side member 13 and the lower side member 14 so as to be supported and fixed.

【0014】左右方向の筋違8,8は、支持棒23の両
端にねじ部24,25を設けた構造で、一方のねじ部2
4を連結金具1の左右方向に相対する連結孔3に挿通し
てナット40,40で連結金具1に固着すると共に、他
方のねじ部25を側辺部材11に設けた連結孔26に挿
通してナット40,40で側辺部材11に固着して取り
付けられる。
The left and right braces 8 and 8 have a structure in which screw portions 24 and 25 are provided at both ends of the support rod 23.
4 is inserted into the connecting hole 3 of the connecting metal fitting 1 facing in the left-right direction and fixed to the connecting metal fitting 1 with nuts 40, 40, and the other screw portion 25 is inserted into the connecting hole 26 provided in the side member 11. It is fixedly attached to the side member 11 with nuts 40, 40.

【0015】対角線方向の筋違9,9と筋違10,10
のうち、上側に配設される筋違9,9は、支持棒27の
両端にねじ部28,29を設けた構造で、一方のねじ部
28を連結金具1の対角線方向に相対する上側の連結孔
3に挿通してねじ部28に螺着したナット40,40に
より連結金具1に固着すると共に、他方のねじ部29を
軸組体6の斜辺部材12に設けた連結孔30に挿通し、
さらに梁材41を貫通させ、三角座金31を介してねじ
部29に螺着したナット40で梁材41に固着して取り
付けられる。一方、下側に配設される筋違10,10
は、支持棒32の一端にねじ部33を設け、他端に固定
用金物34を設けた構造で、ねじ部33を軸組体6の対
角線方向に相対する下側の斜辺部材12に設けた連結孔
30に外方から挿通し、さらに連結金具1の対角線方向
に相対する下側の連結孔3に挿通して、ねじ部33に螺
着したナット40,40により連結金具1に固着すると
共に、固定用金物34を釘、ねじ釘その他適宜の固着具
35で土台42に固着して取り付けられる。
Diagonal brace 9,9 and brace 10,10
Among them, the braces 9, 9 arranged on the upper side have a structure in which the threaded portions 28, 29 are provided at both ends of the support rod 27, and one threaded portion 28 on the upper side opposite to the diagonal direction of the coupling fitting 1. The nut 40, which is inserted into the connecting hole 3 and screwed into the screw portion 28, is fixed to the connecting fitting 1, and the other screw portion 29 is inserted into the connecting hole 30 provided in the hypotenuse member 12 of the shaft assembly 6. ,
Further, the beam member 41 is penetrated and fixedly attached to the beam member 41 with a nut 40 screwed to the screw portion 29 via the triangular washer 31. On the other hand, the braces 10, 10 arranged on the lower side
Is a structure in which a threaded portion 33 is provided at one end of the support rod 32 and a fixing metal piece 34 is provided at the other end, and the threaded portion 33 is provided at the lower oblique side member 12 facing diagonally of the shaft assembly 6. It is inserted into the connecting hole 30 from the outside and further into the lower connecting hole 3 which is diagonally opposed to the connecting metal fitting 1, and is fixed to the connecting metal fitting 1 by the nuts 40 and 40 screwed to the screw portion 33. The fixing hardware 34 is fixedly attached to the base 42 with nails, screw nails, or other appropriate fasteners 35.

【0016】上記のようにして、梁材41と土台42と
の間に組み立てられた筋違構造体5はさらに、軸組体6
の上辺部材13に設けた孔36に梁材41を貫通させた
ボルト37を挿通し、ナット40で締め付けて梁材41
に固着すると共に、下辺部材14に設けた孔38に基礎
43に植設したアンカーボルト39を挿通し、ナット4
0で締め付けて土台42に固着して施工が完了する。
The brace structure 5 assembled between the beam member 41 and the base 42 as described above further includes the frame assembly 6.
The bolt 37, which penetrates the beam 41, is inserted into the hole 36 provided in the upper side member 13, and is tightened with the nut 40.
The anchor bolt 39 that is planted in the foundation 43 is inserted into the hole 38 provided in the lower side member 14, and the nut 4
The work is completed by tightening at 0 and fixing to the base 42.

【0017】なお、対角線方向の筋違9,9と筋違1
0,10は、斜辺部材12,12に固着するようにして
もよい。
Note that diagonal lines 9 and 9 and line 1
0 and 10 may be fixed to the hypotenuse members 12 and 12.

【0018】図7は、軸組体6が木材により構成され、
平行して相対する左右の側辺部材11,11と平行して
相対する上辺部材13及び下辺部材14とで矩形状の枠
体に形成された筋違構造体5を梁材41と土台42との
間に組み込んだ例を示している。対角線方向に配設され
る筋違9,9と筋違10,10が側辺部材11,11に
設けた孔45,46に挿通して取り付けられる点を除い
て、4組の筋違7,7〜10,10の構造及び取付け方
法は、図3に示した実施例と同一であるので、同一構成
部分に同一の符号を付して説明は省略する。なお、対角
線方向の筋違9,9と筋違10,10は、側辺部材1
1,11に固着するようにしてもよい。
In FIG. 7, the frame assembly 6 is made of wood,
The bracing structure 5 formed in a rectangular frame body by the left and right side members 11, 11 facing in parallel and the upper side member 13 and the lower side member 14 facing in parallel is provided with a beam member 41 and a base 42. Shows an example incorporated in between. Four sets of braces 7, except that the braces 9, 9 and the braces 10, 10 arranged in a diagonal direction are inserted through the holes 45, 46 provided in the side members 11, 11, respectively. Since the structure and the mounting method of 7 to 10 and 10 are the same as those of the embodiment shown in FIG. 3, the same components are designated by the same reference numerals and the description thereof will be omitted. Note that the diagonal braces 9, 9 and the braces 10, 10 are the side members 1
You may make it adhere to 1 and 11.

【0019】上記した実施例では、本発明の連結金具1
を用いた筋違構造体5を建築物の柱構造又は壁構造とし
て使用する例を示したが、本発明の筋違構造体5は、建
築物の基礎工事における配筋に替わる構造部材、土木工
事用の耐力壁あるいは建設現場における足場その他種々
の構造要素として使用することが可能である。また、筋
違7,7〜10,10は上記実施例の形状及び構造に限
定されるものでないことは勿論である。さらに、上記の
実施例では、連結金具1を正八角形としたが、軸組体6
が縦長の枠体の場合には、連結金具1も縦長の八角形に
形成することが好ましい。
In the above embodiment, the connecting fitting 1 of the present invention is used.
The example in which the bracing structure 5 using is used as a pillar structure or a wall structure of a building has been shown, but the bracing structure 5 of the present invention is a structural member or civil engineering substituting for bar arrangement in the foundation construction of a building. It can be used as a load-bearing wall for construction, a scaffold at a construction site, or various other structural elements. Further, it goes without saying that the braces 7, 7 to 10 and 10 are not limited to the shapes and structures of the above-mentioned embodiments. Further, in the above embodiment, the connecting fitting 1 is a regular octagon, but the shaft assembly 6
Is a vertically long frame, it is preferable that the connecting metal fitting 1 is also formed in a vertically long octagon.

【0020】[0020]

【発明の効果】以上説明したように、本発明の筋違構造
体は、特に地震などによる縦揺れ、横揺れに強く、耐震
性に優れている。しかも耐力が大きいので、建築物にお
ける柱又は壁などの構造要素としてだけではなく、建築
物の基礎工事における配筋に替わる構造部材、土木工事
用の耐力壁あるいは建設現場における足場など種々の構
築用構造要素として使用することができる。 また、本発
明の筋違構造体に用いる連結金具は八角形の金属製枠体
の各辺部に筋違の連結孔が設けられているので、筋違を
対角線方向、上下方向及び左右方向に容易に位置決めし
て取り付けることができ、筋違の組み立て作業が能率良
く行なえる。
As described above, the braided structure of the present invention
The body is particularly resistant to vertical and horizontal shaking due to earthquakes, etc.
It has excellent properties. Moreover, since it has a large proof strength, it is suitable for buildings.
Not only as a structural element such as a pillar or wall, but also as an architecture
Civil engineering work, structural members that replace bar arrangements for building foundations
Load bearing walls or scaffolds at construction sites.
It can be used as a construction element. Also,
The octagonal metal frame is used as the connecting bracket for the Ming bracing structure.
Since there are bracelet connection holes on each side of the
Easy to position diagonally, vertically and horizontally
It can be installed by attaching it, and the assembly work of the braces is efficient
You can do it.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の筋違構造体に用いる連結金具の一部切
欠き正面図である。
FIG. 1 is a partially cutaway front view of a connecting fitting used for a brace structure of the present invention.

【図2】同側面図である。FIG. 2 is a side view of the same.

【図3】図1の連結金具を用いた本発明の筋違構造体の
使用例を示す正面図である。
3 is a front view showing an example of use of the brace structure of the present invention using the connecting fitting of FIG. 1. FIG.

【図4】同軸組体を構成する斜辺部材を一体化した側辺
部材の斜視図である。
FIG. 4 is a perspective view of a side member that integrates the hypotenuse members that form the coaxial assembly.

【図5】同軸組体を構成する上辺部材(下辺部材)を示
す斜視図である。
FIG. 5 is a perspective view showing an upper side member (lower side member) forming the coaxial assembly.

【図6】同上下方向の筋違を示す斜視図である。FIG. 6 is a perspective view showing a vertical brace.

【図7】本発明による筋違構造体の別の使用例を示す正
面図である。
FIG. 7 is a front view showing another usage example of the brace structure according to the present invention.

【符号の説明】[Explanation of symbols]

1 連結金具 2 辺部 3 連結孔 5 筋違構造体 6 軸組体 7,7〜10,10 筋違 11 側辺部材 12 斜辺部材 13 上辺部材 14 下辺部材 41 梁材 42 土台 43 基礎 1 connecting bracket 2 sides 3 connection holes 5 Brace structure 6-frame assembly 7,7-10,10 11 Side member 12 hypotenuse member 13 Upper member 14 Lower side member 41 Beam material 42 foundation 43 Basic

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 平行して相対する上辺部材及び下辺部材
と平行して相対する左右の側辺部材とが互いに直角をな
す多角形の枠体に形成されている軸組体と、八角形の金属製枠体の各辺部に筋違の連結孔が設けられ
ていて、 前記軸組体の空間内に配設される連結金具と、 一端部が前記連結孔に挿通して前記連結金具に固着され
ると共に、他端部が前記軸組体の前記上辺部材及び下辺
部材に固着される上下方向の筋違と、 一端部が前記連結孔に挿通して前記連結金具に固着され
ると共に、他端部が前記軸組体の前記左右の側辺部材に
固着される左右方向の筋違と、 さらに、一端部が前記連結孔に挿通して前記連結金具に
固着されると共に、他端部が前記上辺部材及び下辺部材
と前記左右の側辺部材との間に設けられた斜辺部材を貫
通して梁材又は土台に固着される対角線方向の筋違とで
構成されていることを特徴とする筋違構造体。
1. A shaft assembly in which an upper side member and a lower side member which face each other in parallel and left and right side members which face each other in parallel are formed in a polygonal frame body at a right angle to each other, and an octagonal member. There are bracelet connection holes on each side of the metal frame.
And a connecting fitting arranged in the space of the shaft assembly , one end of which is inserted into the connecting hole and fixed to the connecting fitting, and the other end of which is the upper side member of the shaft assembly. And a vertical streak that is fixed to the lower side member, and one end is inserted into the connecting hole and fixed to the connecting fitting, and the other end is fixed to the left and right side members of the shaft assembly. Further, the one end portion is inserted into the connecting hole and fixed to the connecting fitting, and the other end portion is between the upper and lower side members and the left and right side members. A bracing structure comprising a diagonal bracing member that is fixed to a beam or a base through a hypotenuse member provided in the bracing structure.
【請求項2】 前記軸組体が、前記左右の側辺部材と該
側辺部材の両端に連続する斜辺部材とが一体に形成さ
れ、前記上辺部材及び下辺部材の両端が前記斜辺部材の
端部に着脱可能に接続されて八角形の枠体を形成するこ
とを特徴とする請求項記載の筋違構造体。
2. The shaft assembly is formed by integrally forming the left and right side members and a hypotenuse member continuous to both ends of the side member, and both ends of the upper and lower side members are ends of the hypotenuse member. The bracing structure according to claim 1 , wherein the bracing structure is detachably connected to the portion to form an octagonal frame.
【請求項3】 前記対角線方向の筋違が、前記斜辺部材
に固着されていることを特徴とする請求項又は記載
の筋違構造体。
Wherein the diagonal streaks differences are Suji違structure according to claim 1 or 2, characterized in that it is secured to the oblique side member.
【請求項4】 前記軸組体が、金属製角パイプ材により
構成されている請求項1、2又は3記載の筋違構造体。
4. The bracing structure according to claim 1, 2 or 3 , wherein the frame assembly is made of a metal square pipe material.
【請求項5】 平行して相対する上辺部材及び下辺部材
と平行して相対する左右の側辺部材とが互いに直角をな
す矩形状に形成されている軸組体と、八角形の金属製枠体の各辺部に筋違の連結孔が設けられ
て、 前記軸組体の空間内に配設される連結金具と、 一端部が前記連結孔に挿通して前記連結金具に固着され
ると共に、他端部が前記軸組体の前記上辺部材及び下辺
部材、前記左右の側辺部材に固着される上下方向、左右
方向及び対角線方向の筋違とで構成されていることを特
徴とする筋違構造体。
5. A shaft assembly in which an upper side member and a lower side member that face each other in parallel and left and right side members that face each other in parallel are formed in a rectangular shape at right angles to each other, and an octagonal metal frame. There are bracelet connection holes on each side of the body
And a connecting fitting arranged in the space of the shaft assembly , one end of which is fixed to the connecting fitting by being inserted into the connecting hole, and the other end of which is the upper side member of the shaft assembly and A brace structure comprising a lower side member and vertical and horizontal directions fixed to the right and left side members and diagonal directions.
【請求項6】 前記対角線方向の筋違の前記他端部が、
前記左右の側辺部材を貫通して梁材又は土台に固着され
ていることを特徴とする請求項記載の筋違構造体。
6. The other end of the diagonal brace,
The brace structure according to claim 5, wherein the left and right side members are penetrated and fixed to a beam or a base.
JP11922599A 1999-04-27 1999-04-27 Bracing structure using connecting metal fittings Expired - Fee Related JP3472192B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11922599A JP3472192B2 (en) 1999-04-27 1999-04-27 Bracing structure using connecting metal fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11922599A JP3472192B2 (en) 1999-04-27 1999-04-27 Bracing structure using connecting metal fittings

Publications (2)

Publication Number Publication Date
JP2000309982A JP2000309982A (en) 2000-11-07
JP3472192B2 true JP3472192B2 (en) 2003-12-02

Family

ID=14756064

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11922599A Expired - Fee Related JP3472192B2 (en) 1999-04-27 1999-04-27 Bracing structure using connecting metal fittings

Country Status (1)

Country Link
JP (1) JP3472192B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101188784B1 (en) * 2011-02-09 2012-10-10 조선대학교산학협력단 Circular brace and Construction method using that

Also Published As

Publication number Publication date
JP2000309982A (en) 2000-11-07

Similar Documents

Publication Publication Date Title
JP3124832U (en) Seismic reinforcement structure for wall frame
JP3472192B2 (en) Bracing structure using connecting metal fittings
JP2000273952A (en) Connecting device of structural material for building
JP5213048B2 (en) Ceiling steady rest system
JP3409137B2 (en) Bearing wall structure of wooden frame
JP5190904B1 (en) Seismic reinforcement structure for wooden houses
JP2005344492A (en) Earthquake resistance reinforcing method for wooden house, metal fitting used for the same and device for preventing pillar from falling out
JP2006328845A (en) Earthquake-resistant reinforcing frame for wooden building and earthquake-resistant reinforcing construction method by earthquake-resistant reinforcing frame
JP3045043U (en) Construction fittings
JP4654674B2 (en) How to install seismic reinforcement brackets for wooden buildings
JP2519196B2 (en) One-sided scaffold
JP4095481B2 (en) Building structure
JP3233822B2 (en) Earthquake-resistant wooden house structure
JPH09273250A (en) Braced joint structure in steel house
JP7603428B2 (en) Earthquake-resistant reinforcement structure
JP4958096B2 (en) Seismic steel frame for wooden
JPH0726520Y2 (en) Steel frame structure
JP3040650U (en) External type seismic reinforcement braces for existing wooden houses
JPH0715923Y2 (en) Strut fastening device for wooden buildings
JPH0728260Y2 (en) ALC wall panel mounting structure
JPH09268654A (en) Frame structure of wooden building
JP3036445U (en) Seismic structure of wooden houses
JP2642101B2 (en) Structure of mounting part of cantilever floor panel
JP2002356988A (en) Scaffold
JPH09242373A (en) Collapse preventive structure of wooden building

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080912

Year of fee payment: 5

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090912

Year of fee payment: 6

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090912

Year of fee payment: 6

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100912

Year of fee payment: 7

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100912

Year of fee payment: 7

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110912

Year of fee payment: 8

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120912

Year of fee payment: 9

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120912

Year of fee payment: 9

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130912

Year of fee payment: 10

LAPS Cancellation because of no payment of annual fees