JP3500377B2 - Building reinforcement - Google Patents

Building reinforcement

Info

Publication number
JP3500377B2
JP3500377B2 JP2002021329A JP2002021329A JP3500377B2 JP 3500377 B2 JP3500377 B2 JP 3500377B2 JP 2002021329 A JP2002021329 A JP 2002021329A JP 2002021329 A JP2002021329 A JP 2002021329A JP 3500377 B2 JP3500377 B2 JP 3500377B2
Authority
JP
Japan
Prior art keywords
fixing member
horizontal
pillar
fixed
building
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
JP2002021329A
Other languages
Japanese (ja)
Other versions
JP2003221876A (en
Inventor
猛夫 滝本
Original Assignee
トータルシステム株式会社
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 トータルシステム株式会社 filed Critical トータルシステム株式会社
Priority to JP2002021329A priority Critical patent/JP3500377B2/en
Publication of JP2003221876A publication Critical patent/JP2003221876A/en
Application granted granted Critical
Publication of JP3500377B2 publication Critical patent/JP3500377B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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、家屋などの建造物
において柱と横架材との連結部を補強する建造物の連結
補強具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting and reinforcing tool for a building that reinforces a connecting portion between a pillar and a horizontal member in a building or the like.

【0002】[0002]

【従来の技術】近年、家屋などの建造物においては、大
規模な地震等にも耐えられるような耐震設計が求められ
ている。図5(A)に模式的に示したように、建造物5
00は、骨組み材として、土台502の上に立設された
柱504と、横方向に架け渡された横架材(胴差し、梁
など)506とを有している。過去の地震についての調
査から、図5(B)に示したように、建造物500の倒
壊の多くは、柱504と横架材506との連結部分にお
ける破損によって生じることが分かっており、この連結
部分の補強が大きな課題となっている。
2. Description of the Related Art In recent years, structures such as houses are required to have a seismic design capable of withstanding a large-scale earthquake. As shown schematically in FIG.
A frame member 00 has a pillar 504 standing upright on the base 502 and a horizontal bridge member (a barrel, a beam, etc.) 506 bridged in the horizontal direction as a frame member. From the investigation of past earthquakes, it is known that most of the collapse of the building 500 is caused by damage at the connection portion between the pillar 504 and the horizontal member 506, as shown in FIG. 5B. Reinforcement of connecting parts has become a major issue.

【0003】特に、3階建て以上の建造物が増えた近年
では、図5(C)に示したように、2階と3階との連結
部分を通し柱構造とすることができないため、横架材5
06を間に挟んで2本の柱504A,504Bを直列に
連結するケースが増えており、連結部分の補強はより一
層大きな課題となっている。
Particularly in recent years when the number of buildings with three or more floors has increased, as shown in FIG. 5 (C), since the connecting portion between the second floor and the third floor cannot have a through pillar structure, a horizontal bridge is provided. Material 5
The number of cases in which two columns 504A and 504B are connected in series with 06 interposed therebetween is increasing, and the reinforcement of the connecting portion is an even greater issue.

【0004】このように柱と横架材との連結部を補強す
るための構造としては、連結部同士の間に対角線上に連
結金具を張る、いわゆる筋交いが知られている。
As a structure for reinforcing the connecting portion between the column and the horizontal member in this way, a so-called brace is known in which connecting metal fittings are stretched diagonally between the connecting portions.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、筋交い
は、建造物の内側に組み込まれるものであるため、既に
建造された家屋等に外側から取り付けることができない
という欠点がある。また、筋交いは、柱と横架材との間
に歪みが生じないように機能することはできるけれど
も、横架材を挟んだ2本の柱間を連結し補強するといっ
た機能を有していないため、筋交いを用いてもこの部分
の強度を向上させることができないという問題がある。
However, since the brace is incorporated inside the building, it cannot be attached to the already built house from the outside. Further, the brace can function so as not to cause distortion between the columns and the horizontal members, but does not have a function of connecting and reinforcing two columns sandwiching the horizontal members. Therefore, there is a problem that the strength of this portion cannot be improved even if the brace is used.

【0006】従って本発明は、建造物の外側からでも効
果的な補強を行うことができる建造物の連結補強具であ
って、筋交いの機能と通し柱としての機能の双方を備え
た連結補強具を提供することを目的としている。
[0006] Therefore, the present invention is a structure connecting reinforcing tool which can be effectively reinforced from the outside of the structure, and which has both the function of bracing and the function as a through column. It is intended to be provided.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するた
め、本発明は、建造物の柱と横架材との連結部を補強す
る連結補強具であって、前記柱の外面に、当該柱の長手
方向に沿って前記連結部をまたいで固定される長尺形状
の柱固定部材と、前記横架材の外面に、前記柱固定部材
から所定距離離れて固定される横架材固定部材と、前記
柱固定部材において前記連結部を挟んで両側の位置か
ら、前記横架材固定部材にかけて、それぞれ架け渡され
る一対の長尺形状の架橋部材と、を備えて構成される。
In order to achieve the above object, the present invention is a connecting and reinforcing tool for reinforcing a connecting portion between a pillar of a building and a horizontal member, wherein the pillar is provided on an outer surface of the pillar. A long column fixing member fixed across the connecting portion along the longitudinal direction thereof, and a horizontal member fixing member fixed to the outer surface of the horizontal member at a predetermined distance from the column fixing member. , A pair of elongated bridging members that are bridged from the positions on both sides of the pillar fixing member with the connecting portion interposed therebetween to the horizontal member fixing member.

【0008】このように、柱固定部材において連結部を
挟んで両側の位置から記横架材固定部材に一対の架橋部
材を架け渡すことにより、柱と横架材との連結部を鉛直
方向の力にも水平方向にも耐えるように補強することが
できる。すなわち、本発明に係る連結補強具は、筋交い
としての機能及び通し柱としての機能の双方を備え、こ
れによって当該連結部分の補強を1つの金具により簡単
且つ確実に図ることができるものである。更に、連結補
強具を建造物の外側から固定することが可能になり、既
に建造された建造物にも簡単に取り付けることができ
る。
As described above, the pair of bridging members are bridged from the positions on both sides of the column fixing member across the connecting portion to the horizontal member fixing member so that the connecting portion between the column and the horizontal member can be vertically moved. It can be reinforced to withstand force and horizontal. That is, the connecting and reinforcing tool according to the present invention has both a function as a brace and a function as a through column, whereby the connecting portion can be easily and reliably reinforced with one metal fitting. Furthermore, it becomes possible to fix the connecting stiffener from the outside of the building, and it can be easily attached to an already built building.

【0009】又、本発明においては、前記各架橋部材
が、一端部において前記柱固定部材に重ね合わせられる
と共に、当該一端部において第1ねじ部材により前記柱
固定部材及び前記柱に固定されるよう構成されているこ
とが好ましい。
Further, in the present invention, each of the bridging members is superposed on the pillar fixing member at one end, and is fixed to the pillar fixing member and the pillar by the first screw member at the one end. It is preferably configured.

【0010】更に、本発明においては、前記各架橋部材
が、他端部において前記横架材固定部材に重ね合わせら
れると共に、当該他端部において第2ねじ部材により前
記横架材固定部材及び前記横架材に固定されるよう構成
されていることが好ましい。
Further, in the present invention, each of the bridging members is superposed on the horizontal member fixing member at the other end, and at the other end, the horizontal member fixing member and the horizontal member are fixed by a second screw member. It is preferably configured to be fixed to the horizontal member.

【0011】加えて、本発明においては、前記柱固定部
材が、第3ねじ部材により前記柱に固定され、前記横架
材固定部材が、第4ねじ部材により前記横架材に固定さ
れるよう構成されていることが好ましい。
In addition, in the present invention, the pillar fixing member is fixed to the pillar by a third screw member, and the horizontal member fixing member is fixed to the horizontal member by a fourth screw member. It is preferably configured.

【0012】又、本発明においては、前記柱固定部材
が、単一の長尺部材よりなっていることが好ましい。あ
るいは、前記柱固定部材が、直列に組み合わされた一対
の長尺部材と、これらを連結する中間部材とを有するよ
うにしてもよい。
Further, in the present invention, it is preferable that the column fixing member is made of a single elongated member. Alternatively, the pillar fixing member may include a pair of long members that are combined in series and an intermediate member that connects these members.

【0013】[0013]

【発明の実施の形態】以下、図示した実施形態に基いて
本発明を詳細に説明する。図1は、本実施の形態にかか
る連結補強具100を使用した建造物(例えば家屋)1
02を示すものである。この建造物102は、基礎10
4と柱106,108と横架材110とを有しており、
2本の柱106,108が横架材110を挟んで直列に
組み合わされた構造となっている。尚、横架材とは、建
造物において横方向に架け渡された骨組み材(胴差し、
梁など)をいう。本実施の形態に係る連結補強具100
は、この柱106,108と横架材110に外側から取
り付けられ、これらの連結部を補強するものである。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail below based on the illustrated embodiments. FIG. 1 is a building (for example, a house) 1 using a connecting and reinforcing tool 100 according to the present embodiment.
02 is shown. This building 102 has a foundation 10
4 and columns 106 and 108, and a horizontal member 110,
It has a structure in which two columns 106 and 108 are combined in series with the horizontal member 110 interposed therebetween. In addition, the horizontal material is a frame material (a girder,
Beams). Connection reinforcing tool 100 according to the present embodiment
Is attached to the pillars 106 and 108 and the horizontal member 110 from the outside, and reinforces the connecting portions thereof.

【0014】図2は、連結補強具100を示す図であ
る。連結補強具100は、柱106,108に固定され
る柱固定部材200と、横架材110に固定される横架
材固定部材210とを備えている。柱固定部材200
は、長尺形状の金属板であり、柱106,108の長手
方向に沿って、連結部をまたいで取り付けられるもので
ある。柱固定部材200は、長手方向中心部に貫通孔2
06を有し、長手方向両端に貫通孔202,204(図
3)を有している。横架材固定部材210は、長方形形
状の金属板であり、その長手方向が横架材110の幅方
向と一致するように、横架材110に取り付けられるも
のである。横架材固定部材210は、その長手方向中心
部に貫通孔216を有し、この長手方向中心部に対して
上下対称な位置に貫通孔212,214(図3)を有し
ている。
FIG. 2 is a view showing the connection reinforcing tool 100. The connection reinforcing tool 100 includes a column fixing member 200 fixed to the columns 106 and 108, and a horizontal member fixing member 210 fixed to the horizontal member 110. Column fixing member 200
Is a long metal plate, and is attached along the longitudinal direction of the columns 106 and 108 across the connecting portion. The column fixing member 200 has a through hole 2 at the center in the longitudinal direction.
06, and through holes 202 and 204 (FIG. 3) at both ends in the longitudinal direction. The horizontal member fixing member 210 is a rectangular metal plate, and is attached to the horizontal member 110 such that its longitudinal direction matches the width direction of the horizontal member 110. The horizontal member fixing member 210 has a through hole 216 at the center in the longitudinal direction, and has through holes 212 and 214 (FIG. 3) at positions vertically symmetrical with respect to the center in the longitudinal direction.

【0015】柱固定部材200の下端部から横架材固定
部材210の下端部にかけて、下側架橋部材220が架
け渡されている。この下側架橋部材220は、長尺形状
の金属板であり、長手方向両端に貫通孔222,224
を有している。同様に、柱固定部材200の上端部から
横架材固定部材210の上端部にかけて、上側架橋部材
230が架け渡されている。この上側架橋部材230
は、長尺形状の金属板であり、長手方向両端に貫通孔2
32,234を有している。下側架橋部材220及び上
側架橋部材230は互いに同一の形状を有しており、横
架材110に対して上下対称に取り付けられるようにな
っている。
A lower bridging member 220 is bridged from the lower end of the column fixing member 200 to the lower end of the horizontal member fixing member 210. The lower bridging member 220 is a long metal plate, and has through holes 222, 224 at both ends in the longitudinal direction.
have. Similarly, the upper bridging member 230 is bridged from the upper end of the column fixing member 200 to the upper end of the horizontal member fixing member 210. This upper bridging member 230
Is a long metal plate and has through holes 2 at both ends in the longitudinal direction.
32 and 234. The lower cross-linking member 220 and the upper cross-linking member 230 have the same shape, and are vertically symmetrically attached to the horizontal member 110.

【0016】次に、図3を参照して、連結補強具100
を建造物に取り付ける方法について説明する。連結補強
具100を建造物に取り付ける際には、まず柱固定部材
200を、柱106,108に沿って連結部をまたぐよ
うに、柱106,108の外面に当てつける。この状態
で、柱固定部材200の中心の貫通孔206にねじ部材
300を挿通させ、このねじ部材300を柱106,1
08の間の横架材110に固定する。これにより、柱固
定部材200が柱106,108に沿って取り付けられ
る。次に、横架材固定部材210を、横架材110の外
面において柱固定部材200から所定距離離れた位置に
当てつける。この状態で、横架材固定部材210の中心
の貫通孔216にねじ部材302を挿通させ、このねじ
部材302を横架材110に固定する。これにより、横
架材固定部材210が横架材110に固定される。
Next, with reference to FIG. 3, the coupling reinforcing member 100.
The method of attaching the to the building will be described. When attaching the connecting reinforcement tool 100 to a building, first, the pillar fixing member 200 is applied to the outer surfaces of the pillars 106 and 108 so as to straddle the connecting portion along the pillars 106 and 108. In this state, the screw member 300 is inserted into the through hole 206 at the center of the column fixing member 200, and the screw member 300 is inserted into the columns 106, 1.
It is fixed to the horizontal member 110 between 08. As a result, the column fixing member 200 is attached along the columns 106 and 108. Next, the horizontal member fixing member 210 is applied to the outer surface of the horizontal member 110 at a position separated from the column fixing member 200 by a predetermined distance. In this state, the screw member 302 is inserted through the through hole 216 at the center of the horizontal member fixing member 210, and the screw member 302 is fixed to the horizontal member 110. As a result, the horizontal member fixing member 210 is fixed to the horizontal member 110.

【0017】次いで、下側架橋部材220の貫通孔22
2と柱固定部材200の下側の貫通孔202とを重ね合
わせたのち、これら貫通孔222,202にねじ部材3
04を挿通させ、このねじ部材304を柱106に固定
する。又、下側架橋部材220の貫通孔224と横架材
固定部材210の下側の貫通孔212とを重ね合わせた
のち、これら貫通孔224,212にねじ部材306を
挿通させ、このねじ部材306を横架材110に固定す
る。これにより、下側架橋部材220が、柱固定部材2
00と横架材固定部材210とに架け渡された状態で固
定される。
Next, the through hole 22 of the lower bridging member 220.
2 and the through hole 202 on the lower side of the pillar fixing member 200 are superposed, and then the screw member 3 is inserted into these through holes 222 and 202.
04 is inserted, and the screw member 304 is fixed to the column 106. Further, after the through hole 224 of the lower bridging member 220 and the through hole 212 on the lower side of the horizontal member fixing member 210 are overlapped with each other, the screw member 306 is inserted into these through holes 224, 212, and the screw member 306 is inserted. Are fixed to the horizontal member 110. As a result, the lower bridging member 220 becomes the pillar fixing member 2
00 and the horizontal member fixing member 210 are fixed while being bridged.

【0018】同様に、上側架橋部材230の貫通孔23
2と柱固定部材200の上側の貫通孔204とを重ね合
わせたのち、これら貫通孔232,204にねじ部材3
08を挿通させ、このねじ部材308を柱108に固定
する。又、上側架橋部材230の貫通孔234と横架材
固定部材210の上側の貫通孔214とを重ね合わせた
のち、これら貫通孔234,214にねじ部材310を
挿通させ、このねじ部材310を横架材110に固定す
る。これにより、上側架橋部材230が柱固定部材20
0と横架材固定部材210とに架け渡された状態で固定
される。
Similarly, the through-hole 23 of the upper bridging member 230
2 and the through hole 204 on the upper side of the pillar fixing member 200 are superposed, and then the screw member 3 is inserted into these through holes 232 and 204.
08 is inserted and the screw member 308 is fixed to the column 108. Further, after the through hole 234 of the upper bridging member 230 and the upper through hole 214 of the horizontal member fixing member 210 are overlapped with each other, the screw member 310 is inserted into these through holes 234 and 214, and the screw member 310 is moved horizontally. It is fixed to the frame material 110. Accordingly, the upper bridging member 230 causes the pillar fixing member 20 to
0 and the horizontal member fixing member 210 are fixed while being bridged.

【0019】又、架橋部材220,230を上述したね
じ部材304,308で固定することにより、柱固定部
材200自体も柱106,108に対して強固に固定さ
れる。
By fixing the bridging members 220, 230 with the above-mentioned screw members 304, 308, the column fixing member 200 itself is also firmly fixed to the columns 106, 108.

【0020】このように取り付けられた連結補強具10
0によれば、柱106,108に固定された柱固定部材
200の上下端から、横架材110に固定された横架材
固定部材210に、斜め方向に架橋部材220,230
を架け渡すようにしたので、鉛直方向の力にも水平方向
にも耐えることができる。
The connecting stiffener 10 thus mounted
According to 0, from the upper and lower ends of the column fixing member 200 fixed to the columns 106 and 108 to the horizontal member fixing member 210 fixed to the horizontal member 110, the bridging members 220 and 230 are obliquely formed.
Since it is bridged, it can withstand both vertical force and horizontal force.

【0021】更に、この連結補強具100は、柱10
6,108及び横架材110に外面から(すなわち、建
造物102の外側から)取り付けることができるので、
既に建造された建造物にも簡単に取り付けることができ
る。又、この連結補強具100は、筋交いと比較して、
狭い位置に取り付けることができるので、窓などの邪魔
にならないような取り付けが可能になる。
Further, the connecting and reinforcing tool 100 has a pillar 10
6, 108 and the cross member 110 can be attached from the outside (that is, from the outside of the building 102),
It can be easily attached to already built structures. In addition, this connecting reinforcement 100 is
Since it can be installed in a narrow position, it can be installed without disturbing windows.

【0022】次に、本発明の第2の実施の形態について
説明する。図4は、本実施の形態に係る連結補強具を示
す図である。第1の実施の形態では、柱固定部材200
は単一の長尺部材であったのに対し、本実施の形態で
は、柱固定部材400は、直列に組み合わされた上下一
対の長尺部材402,404と、これらを連結する中間
部材406とを有している。中間部材406は、中心部
に貫通孔408を有し、この貫通孔408を挟んで上下
に貫通孔414,416を有している。中間部材406
は、貫通孔408に挿通された図示しないねじ部材によ
り柱106,108の間の横架材110に固定されてい
る。下側の長尺部材402の上端部には貫通孔410が
形成されており、下端部には第1の実施の形態と同様の
貫通孔202が形成されている。上側の長尺部材404
の下端部には貫通孔416が形成されており、上端部に
は第1の実施の形態と同様の貫通孔204が形成されて
いる。横架材固定部材210及び架橋部材220,23
0の構造は、第1の実施の形態と同様である。
Next, a second embodiment of the present invention will be described. FIG. 4 is a diagram showing a connecting and reinforcing tool according to the present embodiment. In the first embodiment, the column fixing member 200
Is a single long member, in the present embodiment, the column fixing member 400 includes a pair of upper and lower long members 402 and 404 combined in series, and an intermediate member 406 connecting these members. have. The intermediate member 406 has a through hole 408 in the central portion, and has through holes 414 and 416 vertically on both sides of the through hole 408. Intermediate member 406
Is fixed to the horizontal member 110 between the columns 106 and 108 by a screw member (not shown) inserted through the through hole 408. A through hole 410 is formed at the upper end of the lower elongated member 402, and a through hole 202 similar to that of the first embodiment is formed at the lower end. Upper long member 404
A through hole 416 is formed in the lower end portion of the, and a through hole 204 similar to that in the first embodiment is formed in the upper end portion. Horizontal member fixing member 210 and bridging members 220, 23
The structure of 0 is the same as that of the first embodiment.

【0023】本実施の形態に係る連結補強具を建造物に
取り付ける際には、まず、中間部材406を端106,
108の間の横架材110に当てつけ、貫通孔408に
図示しないねじ部材を挿通させ、当該ねじ部材を横架材
110に固定する。次いで、下側の長尺部材402の貫
通孔410を中間部材406の貫通孔414と重ね合わ
せ、これら貫通孔410,414に図示しないねじ部材
を挿通し、当該ねじ部材を横架材110に固定する。更
に、上側の長尺部材404の貫通孔412を中間部材4
06の貫通孔416と重ね合わせ、これら貫通孔41
2,416に図示しないねじ部材を挿通し、当該ねじ部
材を横架材110に固定する。これにより、長尺部材4
02,404及び中間部材406からなる柱固定部材4
00が、柱106,108に沿って取り付けられる。そ
ののち、第1の実施の形態と同様に、横架材固定部材2
10を横架材110に固定し、更に、架橋部材220,
230の固定を行う。
When attaching the connecting and reinforcing tool according to the present embodiment to a building, first, the intermediate member 406 is attached to the end 106,
The screw member (not shown) is applied to the horizontal member 110 between 108, and a screw member (not shown) is inserted into the through hole 408 to fix the screw member to the horizontal member 110. Next, the through hole 410 of the lower long member 402 is overlapped with the through hole 414 of the intermediate member 406, and screw members (not shown) are inserted into these through holes 410 and 414, and the screw member is fixed to the horizontal member 110. To do. Further, the through hole 412 of the upper long member 404 is inserted into the intermediate member 4
06 through hole 416, these through holes 41
A screw member (not shown) is inserted through 2, 416, and the screw member is fixed to the horizontal member 110. Thereby, the long member 4
Column fixing member 4 including 02, 404 and intermediate member 406
00 are mounted along posts 106 and 108. After that, as in the first embodiment, the horizontal member fixing member 2
10 is fixed to the horizontal member 110, and the bridging members 220,
Fix 230.

【0024】本実施の形態によれば、建造物の設計上、
連結補強具の取付スペースに制限がある場合に、長尺部
材402,404(及び架橋部材220,230)を長
さの異なるものに取り替えるなどして、そのスペース内
に納めることが可能になる。
According to this embodiment, in designing a building,
When there is a limit to the mounting space for the connecting reinforcement, the long members 402 and 404 (and the bridging members 220 and 230) can be stored in that space by replacing them with different lengths.

【0025】以上、本発明の実施形態を図面に沿って説
明した。しかしながら本発明は前記実施形態に示した事
項に限定されず、特許請求の範囲の記載に基いてその変
更、改良等が可能であることは明らかである。例えば、
上記実施の形態における連結補強具100は、直列に連
結された柱106,108(図1)に取り付けられるも
のとして説明したが、直列連結構造ではない通常の柱
(例えば図5(A)に示した柱504)に取り付けても
よい。
The embodiments of the present invention have been described above with reference to the drawings. However, it is obvious that the present invention is not limited to the matters shown in the above-mentioned embodiment, and changes and improvements thereof can be made based on the description of the claims. For example,
The connection reinforcement 100 in the above-described embodiment has been described as being attached to the columns 106 and 108 (FIG. 1) that are connected in series, but a normal column that is not a series connection structure (for example, shown in FIG. 5A). May be attached to the pillar 504).

【0026】[0026]

【発明の効果】以上の如く本発明によれば、柱の外面に
固定した柱固定部材から、横架材の外面に固定した横架
材固定部材にかけて架橋部材を架け渡すようにしたの
で、柱と横架材との連結部を鉛直方向の力にも水平方向
にも耐えるように補強することができる。すなわち、本
発明に係る連結補強具は、筋交いとしての機能及び通し
柱としての機能の双方を備え、これによって当該連結部
分の補強を1つの金具により簡単且つ確実に図ることが
できるものである。更に、連結補強具を建造物の外側か
ら固定することができるので、既に建造された建造物に
も簡単に取り付けることができる。従って、建造物の外
側からでも効果的な補強を行うことができる建造物の連
結補強具が得られる。
As described above, according to the present invention, the bridge member is bridged from the column fixing member fixed to the outer surface of the column to the horizontal member fixing member fixed to the outer surface of the horizontal member. It is possible to reinforce the connecting portion between the horizontal member and the horizontal member so as to withstand both vertical force and horizontal direction. That is, the connecting and reinforcing tool according to the present invention has both a function as a brace and a function as a through column, whereby the connecting portion can be easily and reliably reinforced with one metal fitting. Furthermore, since the connecting reinforcement can be fixed from the outside of the building, it can be easily attached to an already built building. Therefore, it is possible to obtain a connection reinforcing tool for a building that can effectively reinforce even from the outside of the building.

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

【図1】本発明の第1の実施の形態に係る連結補強具を
取り付けた建造物の一例を示す図である。
FIG. 1 is a diagram showing an example of a building to which a connecting and reinforcing tool according to a first embodiment of the present invention is attached.

【図2】図1に示した連結補強具を示す図である。FIG. 2 is a diagram showing the connecting and reinforcing tool shown in FIG.

【図3】図1に示した連結補強具の取付方法を示す図で
ある。
FIG. 3 is a view showing a method of attaching the connecting and reinforcing tool shown in FIG.

【図4】本発明の第2の実施の形態に係る連結補強具を
示す図である。
FIG. 4 is a view showing a connecting and reinforcing tool according to a second embodiment of the present invention.

【図5】一般的な建造物の構造を模式的に示す図であ
る。
FIG. 5 is a diagram schematically showing a structure of a general building.

【符号の説明】[Explanation of symbols]

100 連結補強具 102 建造物 106,108 柱 110 横架材 200,400 柱固定部材 202,204,206,212,214,216 貫
通孔 210 横架材固定部材 220 下側架橋部材 222,224,232,234 貫通孔 230 上側架橋部材 300,302,304,306,308,310 ね
じ部材 402,404 長尺部材 406 中間部材
100 Connection Reinforcement 102 Building 106,108 Column 110 Horizontal material 200,400 Column fixing member 202,204,206,212,214,216 Through hole 210 Horizontal material fixing member 220 Lower bridge member 222,224,232 , 234 through hole 230 upper bridging member 300, 302, 304, 306, 308, 310 screw member 402, 404 long member 406 intermediate member

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建造物の柱と横架材との連結部を補強す
る連結補強具であって、 前記柱の外面に、当該柱の長手方向に沿って前記連結部
をまたいで固定される長尺形状の柱固定部材と、 前記横架材の外面に、前記柱固定部材から所定距離離れ
て固定される横架材固定部材と、 前記柱固定部材において前記連結部を挟んで両側の位置
から、前記横架材固定部材にかけて、それぞれ架け渡さ
れる一対の長尺形状の架橋部材と、を備えたことを特徴
とする建造物の連結補強具。
1. A connecting and reinforcing tool for reinforcing a connecting portion between a pillar of a building and a horizontal member, which is fixed to an outer surface of the pillar across the connecting portion along a longitudinal direction of the pillar. A long column fixing member, a horizontal member fixing member fixed on the outer surface of the horizontal member at a predetermined distance from the column fixing member, and positions on both sides of the column fixing member sandwiching the connecting portion. To the horizontal member fixing member, and a pair of long-shaped bridging members that are bridged over each of the horizontal member fixing members.
【請求項2】 前記各架橋部材が、一端部において前記
柱固定部材に重ね合わせられると共に、当該一端部にお
いて第1ねじ部材により前記柱固定部材及び前記柱に固
定されるよう構成されていることを特徴とする請求項1
に記載の建造物の連結補強具。
2. Each of the bridging members is configured to be superposed on the pillar fixing member at one end and to be fixed to the pillar fixing member and the pillar by a first screw member at the one end. Claim 1 characterized by the above-mentioned.
Connecting reinforcement for the building described in.
【請求項3】 前記各架橋部材が、他端部において前記
横架材固定部材に重ね合わせられると共に、当該他端部
において第2ねじ部材により前記横架材固定部材及び前
記横架材に固定されるよう構成されていることを特徴と
する請求項2に記載の建造物の連結補強具。
3. The bridging members are superposed on the horizontal member fixing member at the other end and fixed to the horizontal member fixing member and the horizontal member at the other end by a second screw member. The building reinforcement tool according to claim 2, wherein the connecting reinforcement is constructed as follows.
【請求項4】 前記柱固定部材が、第3ねじ部材により
前記柱に固定され、前記横架材固定部材が、第4ねじ部
材により前記横架材に固定されるよう構成されているこ
とを特徴とする請求項3に記載の建造物の連結補強具。
4. The pillar fixing member is fixed to the pillar by a third screw member, and the horizontal member fixing member is configured to be fixed to the horizontal member by a fourth screw member. The building connection reinforcing tool according to claim 3, which is characterized in that.
【請求項5】 前記柱固定部材が、単一の長尺部材から
なっていることを特徴とする請求項1〜4のいずれかに
記載の建造物の連結補強具。
5. The building reinforcement tool according to claim 1, wherein the pillar fixing member is a single elongated member.
【請求項6】 前記柱固定部材が、直列に組み合わされ
た一対の長尺部材と、これらを連結する中間部材とを有
することを特徴とする請求項1〜4のいずれかに記載の
建造物の連結補強具。
6. The building according to claim 1, wherein the pillar fixing member includes a pair of long members that are combined in series and an intermediate member that connects these members. Connecting reinforcement.
JP2002021329A 2002-01-30 2002-01-30 Building reinforcement Expired - Fee Related JP3500377B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002021329A JP3500377B2 (en) 2002-01-30 2002-01-30 Building reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002021329A JP3500377B2 (en) 2002-01-30 2002-01-30 Building reinforcement

Publications (2)

Publication Number Publication Date
JP2003221876A JP2003221876A (en) 2003-08-08
JP3500377B2 true JP3500377B2 (en) 2004-02-23

Family

ID=27744600

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002021329A Expired - Fee Related JP3500377B2 (en) 2002-01-30 2002-01-30 Building reinforcement

Country Status (1)

Country Link
JP (1) JP3500377B2 (en)

Also Published As

Publication number Publication date
JP2003221876A (en) 2003-08-08

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