JP3527497B2 - Building reinforcement - Google Patents
Building reinforcementInfo
- Publication number
- JP3527497B2 JP3527497B2 JP2002021330A JP2002021330A JP3527497B2 JP 3527497 B2 JP3527497 B2 JP 3527497B2 JP 2002021330 A JP2002021330 A JP 2002021330A JP 2002021330 A JP2002021330 A JP 2002021330A JP 3527497 B2 JP3527497 B2 JP 3527497B2
- Authority
- JP
- Japan
- Prior art keywords
- shaft
- pillar
- pair
- building
- fixing
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【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との連結部分の破
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 the damage of the connection portion between the pillar 504 and the horizontal member 506, as shown in FIG. 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、建造物の側面の広い範囲に亘って連結金具を張るも
のであるため、限られたスペースで補強を行うことがで
きず、窓などを塞いでしまうといった欠点がある。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 to stretch the connecting metal fitting over a wide range of the side surface of the building, it is not possible to reinforce it in a limited space and block the window or the like. There is a drawback that it ends up. 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、限られたスペースで効果
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 provides a connection reinforcing tool for a structure which can effectively reinforce in a limited space, and which has both a function of a brace and a function as a through column. The purpose is to do.
【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、前記柱の側面に沿って取り付け
られ、前記横架材を貫通してさらに延出する第1軸と、
前記第1軸の長手方向における各端部を前記柱に対して
固定する一対の第1固定具と、前記横架材を前記第1軸
と平行に貫通する第2軸と、前記第2軸の長手方向にお
ける各端部を前記横架材に対して固定する一対の第2固
定具と、前記各第1固定具と前記各第2固定具とをそれ
ぞれ連結する一対の連結アームと、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, which is attached along a side surface of the pillar. A first shaft that further extends through the horizontal member,
A pair of first fixtures for fixing each end portion of the first shaft in the longitudinal direction to the column, a second shaft penetrating the horizontal member in parallel with the first shaft, and the second shaft. A pair of second fixing tools for fixing each end in the longitudinal direction to the horizontal member, and a pair of connecting arms respectively connecting the first fixing tools and the second fixing tools. It is equipped with.
【0008】このように構成すれば、連結補強具を限ら
れたスペースに取り付けた場合でも、第1軸、第2軸及
び連結アームによって鉛直方向及び水平方向の力に耐え
ることができるため、柱と横架材との連結部の効果的な
補強が可能になる。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。According to this structure, even when the connecting reinforcement is installed in a limited space, the first shaft, the second shaft and the connecting arm can withstand the vertical and horizontal forces. It is possible to effectively reinforce the connecting portion between the frame and the horizontal member. 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.
【0009】又、本発明においては、前記各第1固定具
が、前記柱に当て付けられるフレームと、前記フレーム
を前記柱に固定するねじ部材と、を有していることが好
ましい。Further, in the present invention, it is preferable that each of the first fixtures has a frame that is fitted to the pillar and a screw member that fixes the frame to the pillar.
【0010】更に、本発明においては、前記第1軸の各
端部がねじ加工されており、前記各第1固定具が前記第
1軸の前記各端部に螺合する螺合部材を有することが好
ましい。Further, in the present invention, each end of the first shaft is threaded, and each first fixture has a screwing member that is screwed into each end of the first shaft. It is preferable.
【0011】加えて、本発明においては、前記各第1固
定具が、前記各連結アームの端部を軸支するピンを有し
ていることが好ましい。In addition, in the present invention, it is preferable that each of the first fixtures has a pin that axially supports the end portion of each of the connecting arms.
【0012】又、本発明においては、前記第2軸に前記
一対の第2固定具を取り付けることにより、前記一対の
第2固定具が前記横架材を間に挟み込むよう構成されて
いることが好ましい。Further, in the present invention, the pair of second fixing members are attached to the second shaft so that the pair of second fixing members sandwich the horizontal member therebetween. preferable.
【0013】更に、前記第2軸の各端部がねじ加工され
ており、前記各第2固定具が前記第2軸の前記各端部に
螺合する螺合部材を有することが好ましい。Further, it is preferable that each end portion of the second shaft is threaded, and each second fixing tool has a screw member that is screwed into each end portion of the second shaft.
【0014】加えて、本発明においては、前記各第2固
定具が、前記各連結アームの端部を軸支するピンを有し
ていることが好ましい。In addition, in the present invention, it is preferable that each of the second fixing tools has a pin that axially supports the end portion of each of the connecting arms.
【0015】[0015]
【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と横架材110とを有している。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。柱106は、2本の柱10
6A,106B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。本実施の形態に係る連結補強
具100は、柱106と横架材110との連結部を補強
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
It has four, columns 106, and a horizontal member 110. In addition, the horizontal member refers to a frame member (a barrel, a beam, etc.) that is bridged in a horizontal direction in a building. The pillar 106 has two pillars 10.
It has a structure in which 6A and 106B are combined in series with the horizontal member 110 interposed therebetween. The connecting and reinforcing tool 100 according to the present embodiment reinforces the connecting portion between the pillar 106 and the horizontal member 110.
【0016】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に沿って、且つ横架
材110を貫通してさらに延出する第1軸200を備え
ている。又、第1軸200は、両端部に所定長さのねじ
部が加工された金属製の軸部材である。第1軸200の
長手方向両端には、第1軸200を柱106に固定する
ための上下一対の第1固定具202が取り付けられてい
る。FIG. 2 is a view showing the connection reinforcing tool 100. The coupling reinforcement 100 includes a first shaft 200 that extends further along the pillar 106 and through the horizontal member 110. The first shaft 200 is a metal shaft member having threaded parts of a predetermined length formed on both ends. A pair of upper and lower first fixtures 202 for fixing the first shaft 200 to the pillar 106 are attached to both ends of the first shaft 200 in the longitudinal direction.
【0017】横架材110において柱106から所定距
離離れた位置には、第1軸200と平行に、第2軸20
4が貫通している。第2軸204は、両端部に所定長さ
のねじ部が加工された金属製の軸部材であって、その長
さは第1軸200よりも短い。第2軸204の長手方向
両端には、第2軸204を横架材110に固定するため
の上下一対の第2固定具206が取り付けられている。At a position apart from the pillar 106 by a predetermined distance in the horizontal member 110, the second shaft 20 is parallel to the first shaft 200.
4 penetrates. The second shaft 204 is a metal shaft member having threaded parts of a predetermined length processed at both ends, and its length is shorter than that of the first shaft 200. A pair of upper and lower second fixtures 206 for fixing the second shaft 204 to the horizontal member 110 are attached to both ends of the second shaft 204 in the longitudinal direction.
【0018】第1固定具202の各端部と、第2固定具
206の各端部とは、一対の連結アーム208によって
それぞれ連結されている。連結アーム208は、長尺形
状の金属板である。連結アーム208の長手方向一端
は、第1固定具202に設けられたピン210によって
軸支され、他端は、第2固定具206に設けられたピン
212によって軸支されている。Each end of the first fixing member 202 and each end of the second fixing member 206 are connected by a pair of connecting arms 208. The connecting arm 208 is an elongated metal plate. One end of the connecting arm 208 in the longitudinal direction is pivotally supported by a pin 210 provided on the first fixture 202, and the other end is pivotally supported by a pin 212 provided on the second fixture 206.
【0019】図3(A)及び(B)は、第1固定具20
2の構成を拡大して示す分解斜視図である。尚、図2に
示した上下一対の第1固定具202は互いに同様の構成
を有しているため、図3(A)及び(B)には上側のも
ののみ示す。FIGS. 3A and 3B show the first fixture 20.
It is a disassembled perspective view which expands and shows the structure of 2. Since the pair of upper and lower first fixtures 202 shown in FIG. 2 have the same configuration, only the upper one is shown in FIGS. 3 (A) and 3 (B).
【0020】図3(A)に示したように、第1固定具2
02は、金属製のフレーム300を有している。このフ
レーム300は、柱106(図2)に当て付けられる長
方形の背板302と、背板302の3辺に沿って形成さ
れた側板304,306,308を有している。背板3
02には、ねじ部材(ラグスクリュー)310を挿通す
るための貫通孔312が形成されている。この貫通孔3
12を介してねじ部材310を柱106にねじ込むこと
により、第1固定具202が柱106に固定される。下
側の側板308には、上述した第1軸200の上端部
(ねじ加工部)を挿通させる貫通孔314が形成されて
いる。この貫通孔314に第1軸200を挿通し、その
ねじ加工部にナット(螺合部材)316を螺合させるこ
とにより、第1軸200と第1固定具202とが一体に
なる。As shown in FIG. 3A, the first fixture 2
02 has a metal frame 300. The frame 300 has a rectangular back plate 302 that is placed against the pillar 106 (FIG. 2), and side plates 304, 306, and 308 formed along the three sides of the back plate 302. Backboard 3
A through hole 312 for inserting a screw member (lag screw) 310 is formed in 02. This through hole 3
By screwing the screw member 310 into the pillar 106 via 12, the first fixture 202 is fixed to the pillar 106. The lower side plate 308 is formed with a through hole 314 through which the upper end portion (screwed portion) of the first shaft 200 described above is inserted. By inserting the first shaft 200 into the through hole 314 and screwing a nut (screw member) 316 into the threaded portion, the first shaft 200 and the first fixture 202 are integrated.
【0021】図3(B)に示したように、左右の側板3
04,306において互いに対応する位置には、貫通孔
318,320がそれぞれ形成されており、この貫通孔
318,320には上述したピン210が係合してい
る。側板304,306の貫通孔318,320と、連
結アーム208の端部に形成した貫通孔322とを位置
合わせし、これら貫通孔318,320,322にピン
210を係合させることにより、連結アーム208が第
1固定具202に取り付けられる。As shown in FIG. 3B, the left and right side plates 3
Through holes 318 and 320 are formed at positions corresponding to each other in 04 and 306, and the above-described pin 210 is engaged with the through holes 318 and 320. The through holes 318 and 320 of the side plates 304 and 306 and the through holes 322 formed at the ends of the connecting arms 208 are aligned with each other, and the pins 210 are engaged with these through holes 318, 320, and 322, thereby connecting arms. 208 is attached to the first fixture 202.
【0022】図4(A)及び(B)は、第2固定具20
6の構造を拡大して示す分解斜視図である。尚、図2に
示した上下一対の第2固定具206は互いに同様の構成
を有しているため、図4(A)及び(B)には上側のも
ののみ示す。FIGS. 4A and 4B show the second fixture 20.
It is an exploded perspective view which expands and shows the structure of No. 6. Since the pair of upper and lower second fixtures 206 shown in FIG. 2 have the same configuration, only the upper one is shown in FIGS. 4 (A) and 4 (B).
【0023】図4(A)に示したように、第2固定具2
06は、金属製のフレーム400を有している。このフ
レーム400は、横架材110に当て付けられる長方形
の底板402と、底板402の2つの長辺に形成された
側板404,406とを有している。底板402には、
上述した第2軸204の上端部(ねじ部)を挿通するた
めの貫通孔408が形成されている。この貫通孔408
に第2軸204を挿通し、そのねじ部にナット(螺合部
材)410を螺合させることにより、第2軸204と第
2固定具206とが一体になる。このようにして上下一
対の第2固定具206を第2軸204に取り付けると、
これら一対の第2固定具206が横架材110を上下か
ら挟み込むことになり、これにより、第2軸204が横
架材110に対して固定される。As shown in FIG. 4 (A), the second fixture 2
06 has a metal frame 400. The frame 400 has a rectangular bottom plate 402 that is applied to the horizontal member 110, and side plates 404 and 406 formed on two long sides of the bottom plate 402. On the bottom plate 402,
A through hole 408 for inserting the upper end portion (screw portion) of the second shaft 204 described above is formed. This through hole 408
The second shaft 204 and the second fixing tool 206 are integrated by inserting the second shaft 204 into the shaft and screwing a nut (screw member) 410 into the threaded portion. When the pair of upper and lower second fixtures 206 are attached to the second shaft 204 in this way,
The pair of second fixing members 206 sandwich the horizontal member 110 from above and below, and thereby the second shaft 204 is fixed to the horizontal member 110.
【0024】左右の側板404,406において互いに
対向する位置には、貫通孔412,414が形成されて
おり、この貫通孔412,414には上述したピン21
2が係合している。図4(B)に示したように、側板4
04,406の貫通孔412,414と連結アーム20
8の貫通孔416とを位置合わせし、これら貫通孔41
2,414,416にピン212を係合させることによ
り、連結アーム208が第2固定具206に取り付けら
れる。Through holes 412 and 414 are formed at positions facing each other on the left and right side plates 404 and 406, and the above-mentioned pin 21 is formed in these through holes 412 and 414.
2 is engaged. As shown in FIG. 4B, the side plate 4
Through holes 412 and 414 of 04 and 406 and the connecting arm 20.
8 through holes 416 are aligned with each other, and these through holes 41
The connecting arm 208 is attached to the second fixture 206 by engaging the pins 212 with the 2,414,416.
【0025】次に、図2〜図4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、まず横架
材110に、第1軸200及び第2軸204を通すため
の2つの貫通孔を穿孔し、その一方(柱106の近傍に
形成した貫通孔)に第1軸200を挿通する。続いて、
柱106に一対の第1固定具202を取り付ける。具体
的には、図3(A)に示したように、第1固定具202
の貫通孔312を介して、ねじ部材310を柱106に
ねじ込む。次いで、第1軸200の両端を一対の第1固
定具202に固定する。具体的には、図3(A)に示し
たように、第1軸200のねじ加工部を、第1固定具2
02の貫通孔314に挿通し、このねじ加工部にナット
316を螺合させる。Next, with reference to FIGS. 2 to 4, a method of attaching the connecting reinforcing tool 100 to a building will be described. When attaching the connecting reinforcement tool 100 to a building, first, in the horizontal member 110, two through holes for passing the first shaft 200 and the second shaft 204 are bored, and one of them is formed (in the vicinity of the pillar 106). The first shaft 200 is inserted through the through hole). continue,
The pair of first fixtures 202 is attached to the pillar 106. Specifically, as shown in FIG. 3A, the first fixture 202
The screw member 310 is screwed into the column 106 through the through hole 312 of the column. Next, both ends of the first shaft 200 are fixed to the pair of first fixtures 202. Specifically, as shown in FIG. 3 (A), the threaded portion of the first shaft 200 is attached to the first fixture 2
02 through the through hole 314, and the nut 316 is screwed into the threaded portion.
【0026】次に、横架材110に穿孔したもう一方の
貫通孔に第2軸204を挿通し、この第2軸204の両
端に一対の第2固定具206を取り付る。具体的には、
図4(A)に示したように、第2軸204のねじ加工部
を、第2固定具206の貫通孔408に挿通し、このね
じ加工部にナット410を螺合させる。これにより、上
下一対の第2固定具206が横架材110を上下から挟
み込み、第2軸204が横架材110に対して固定され
る。Next, the second shaft 204 is inserted into the other through hole formed in the horizontal member 110, and the pair of second fixing members 206 are attached to both ends of the second shaft 204. In particular,
As shown in FIG. 4A, the threaded portion of the second shaft 204 is inserted into the through hole 408 of the second fixture 206, and the nut 410 is screwed into the threaded portion. As a result, the pair of upper and lower second fixtures 206 sandwich the horizontal member 110 from above and below, and the second shaft 204 is fixed to the horizontal member 110.
【0027】そののち、連結アーム208を第1固定具
202に取り付ける。具体的には、図3(B)に示した
ように、側板304,306の間に連結アーム208を
位置させ、側板304,306の貫通孔318,320
及び連結アーム208の貫通孔322にピン210を係
合させる。次いで、連結アーム208を第2固定具20
6に取り付ける。具体的には、側板404,406の間
に連結アーム208を位置させ、側板404,406の
貫通孔412,414及び連結アーム208の貫通孔4
16にピン212を係合させる。After that, the connecting arm 208 is attached to the first fixture 202. Specifically, as shown in FIG. 3B, the connecting arm 208 is positioned between the side plates 304 and 306, and the through holes 318 and 320 of the side plates 304 and 306 are formed.
Also, the pin 210 is engaged with the through hole 322 of the connecting arm 208. Then, the connecting arm 208 is attached to the second fixture 20.
Attach to 6. Specifically, the connecting arm 208 is located between the side plates 404 and 406, and the through holes 412 and 414 of the side plates 404 and 406 and the through hole 4 of the connecting arm 208 are located.
Engage pin 212 with 16.
【0028】このように構成された連結補強具100に
よれば、第1軸200と第2軸204と連結アーム20
8とによって、鉛直方向及び水平方向の力に耐えること
ができるため、柱106と横架材110との効果的な補
強が可能になる。更に、この連結補強具100は、筋交
いなどと比較して、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。According to the connecting / reinforcing tool 100 thus constructed, the first shaft 200, the second shaft 204, and the connecting arm 20.
8 can withstand the forces in the vertical direction and the horizontal direction, so that the column 106 and the horizontal member 110 can be effectively reinforced. Furthermore, since the connecting and reinforcing tool 100 can be installed in a narrower position as compared with bracing, it can be installed without disturbing a window or the like.
【0029】又、第1固定具202及び第2固定具20
6を、図3及び図4に示したように構成したため、建造
物への連結補強具100の取付が簡単に行われる。Further, the first fixing tool 202 and the second fixing tool 20.
Since 6 is configured as shown in FIGS. 3 and 4, the attachment of the connecting reinforcing tool 100 to a building is easily performed.
【0030】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。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.
【0031】例えば、上記実施の形態では、第1固定具
202を柱106に固定するためにねじ部材(ラグスク
リュー)310を用いたが、ねじ部材310の代わり
に、柱106を貫通する長さのボルトを用いてもよい。
この場合、ボルトの柱106を貫通して突出した部分に
ナットを螺合させることが好ましい。For example, in the above-described embodiment, the screw member (lag screw) 310 is used to fix the first fixing member 202 to the pillar 106, but instead of the screw member 310, a length that penetrates the pillar 106. You may use the bolt of.
In this case, it is preferable that a nut is screwed to a portion that penetrates the pillar 106 of the bolt and projects.
【0032】又、上記実施の形態では、第1軸200に
対し、上下一対の第1固定具202の両方をねじ固定す
ることとしたが、一方の第1固定具202を第1軸20
0に溶接するようにしてもよい。Further, in the above embodiment, both the upper and lower pair of first fixing members 202 are screwed to the first shaft 200, but one of the first fixing members 202 is fixed to the first shaft 20.
It may be welded to zero.
【0033】更に、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(図1)に取り付
けられるものとして説明したが、直列連結された構造で
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。Further, although the connecting / reinforcing tool 100 in the above-described embodiment has been described as being attached to the columns 106 (FIG. 1) connected in series, a normal column (for example, FIG. 5) having a structure not connected in series is used. Pillar 504 shown in (A))
May be attached to.
【0034】[0034]
【発明の効果】以上の如く本発明によれば、連結補強具
を限られたスペースに取り付けた場合でも、第1軸、第
2軸及び連結アームによって鉛直方向及び水平方向の力
に耐えることができ、これにより柱と横架材との連結部
の効果的な補強が可能になる。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。As described above, according to the present invention, the vertical and horizontal forces can be endured by the first shaft, the second shaft and the connecting arm even when the connecting stiffener is mounted in a limited space. This enables effective reinforcement of the connecting portion between the column and the horizontal member. 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.
【図1】本発明の一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 view showing an example of a building to which a connecting and reinforcing tool according to an 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】連結補強具の第1固定具の構成を示す分解斜視
図である。FIG. 3 is an exploded perspective view showing a configuration of a first fixing tool of the connecting reinforcing tool.
【図4】連結補強具の第2固定具の構成を示す分解斜視
図である。FIG. 4 is an exploded perspective view showing a configuration of a second fixing tool of the connecting reinforcing tool.
【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.
100 連結補強具 102 建造物 106 柱 110 横架材 200 第1軸 202 第1固定具 204 第2軸 206 第2固定具 208 連結アーム 210,212 ピン 300,400 フレーム 310 ねじ部材 312,314,318,320,322 貫通孔 316,410 ナット 408,412,414,416 貫通孔 100 connection reinforcement 102 building 106 pillars 110 Horizontal material 200 First axis 202 First fixing tool 204 Second axis 206 Second Fixing Tool 208 connecting arm 210, 212 pins 300,400 frames 310 screw member 312, 314, 318, 320, 322 through holes 316,410 nuts 408, 412, 414, 416 Through holes
Claims (7)
る連結補強具であって、 前記柱の側面に沿って取り付けられ、前記横架材を貫通
してさらに延出する第1軸と、 前記第1軸の長手方向における各端部を前記柱に対して
固定する一対の第1固定具と、 前記横架材を前記第1軸と平行に貫通する第2軸と、 前記第2軸の長手方向における各端部を前記横架材に対
して固定する一対の第2固定具と、 前記各第1固定具と前記各第2固定具とを連結する一対
の連結アームと、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 attached along a side surface of the pillar and further extends through the horizontal member. 1 axis, a pair of 1st fixing tools which fix each end in the longitudinal direction of the 1st axis to the pillar, a 2nd axis which penetrates the above-mentioned cross member in parallel with the 1st axis, A pair of second fixing tools for fixing each end of the second shaft in the longitudinal direction to the horizontal member, and a pair of connecting arms for connecting the first fixing tools and the second fixing tools. And a connecting reinforcement for a structure, characterized by comprising:
られるフレームと、前記フレームを前記柱に固定するね
じ部材と、を有し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. The first fixture according to claim 1, further comprising a frame that is fitted to the pillar, and a screw member that fixes the frame to the pillar. Connection reinforcement for buildings.
り、前記各第1固定具が前記第1軸の前記各端部に螺合
する螺合部材を有することを特徴とする請求項1又は2
に記載の建造物の連結補強具。3. Each end of the first shaft is threaded, and each of the first fixtures has a screw member that is screwed into each end of the first shaft. Claim 1 or 2
Connecting reinforcement for the building described in.
の端部を軸支するピンを有していることを特徴とする請
求項1〜3のいずれかに記載の建造物の連結補強具。4. The building connection according to claim 1, wherein each of the first fixtures has a pin that pivotally supports an end of each of the connecting arms. Reinforcements.
り付けることにより、前記一対の第2固定具が前記横架
材を間に挟み込むよう構成され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 pair of second fixtures is configured to sandwich the horizontal member by attaching the pair of second fixtures to the second shaft. The connection reinforcing tool for a building according to any one of 1 to 4.
り、前記各第2固定具が前記第2軸の前記各端部に螺合
する螺合部材を有することを特徴とする請求項1〜5の
いずれかに記載の建造物の連結補強具。6. Each end of the second shaft is threaded, and each of the second fasteners has a screw member that is screwed into each end of the second shaft. A building reinforcement tool according to any one of claims 1 to 5.
の端部を軸支するピンを有していることを特徴とする請
求項1〜6のいずれかに記載の建造物の連結補強具。7. The structure connection according to claim 1, wherein each of the second fixing members has a pin that pivotally supports an end portion of each of the connecting arms. Reinforcements.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002021330A JP3527497B2 (en) | 2002-01-30 | 2002-01-30 | Building reinforcement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002021330A JP3527497B2 (en) | 2002-01-30 | 2002-01-30 | Building reinforcement |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2003221873A JP2003221873A (en) | 2003-08-08 |
JP3527497B2 true JP3527497B2 (en) | 2004-05-17 |
Family
ID=27744601
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2002021330A Expired - Fee Related JP3527497B2 (en) | 2002-01-30 | 2002-01-30 | Building reinforcement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3527497B2 (en) |
-
2002
- 2002-01-30 JP JP2002021330A patent/JP3527497B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP2003221873A (en) | 2003-08-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP3527497B2 (en) | Building reinforcement | |
JP4542996B2 (en) | Seismic reinforcement method for brace connecting bolts and wooden houses | |
JP2005336742A (en) | Earthquake resisting device of building | |
JP2007120001A (en) | Aseismatic reinforcing implement and aseismatic reinforcing structure | |
JP3138112U (en) | Roof unit structure and connecting hardware used therefor | |
JP2006249799A (en) | Aseismatic reinforcing member for wooden building | |
JP3500377B2 (en) | Building reinforcement | |
JP2007332752A (en) | Reinforcing metal for wooden building | |
JP4038086B2 (en) | Bracing unit mounting structure | |
JP3650508B2 (en) | Brace joints used for high magnification wall strength panels | |
JP3903315B2 (en) | Preservation method of existing outer wall structure | |
JP4276007B2 (en) | Reinforced structural material for wooden reinforced structures and buildings | |
JP4607978B2 (en) | Reinforcement structure of bracing in wooden buildings | |
KR20190091791A (en) | Jointing Apparatus for preventing earthquake | |
JP4417743B2 (en) | Column and beam frames in wooden buildings | |
JPH09302775A (en) | Reinforcing fitting metal | |
JP2005344492A (en) | Earthquake resistance reinforcing method for wooden house, metal fitting used for the same and device for preventing pillar from falling out | |
JP2007056643A (en) | Room-reinforcing frame of building and room-reinforcing structure of building using the same | |
JPH0715923Y2 (en) | Strut fastening device for wooden buildings | |
JP2001311220A (en) | Joint device for building and building structure using the same | |
JP3749441B2 (en) | Tightening method of timber frame structure in wooden construction | |
JP2020101010A (en) | Bearing wall | |
JPH1025838A (en) | Brace reinforcing fitting | |
JP3007389U (en) | Connection structure of foundation, pillar and brace in wooden building | |
JP2003193563A (en) | Aseismic removable reinforcing metal fitting |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20040122 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20040203 |
|
A61 | First payment of annual fees (during grant procedure) |
Effective date: 20040219 Free format text: JAPANESE INTERMEDIATE CODE: A61 |
|
R150 | Certificate of patent (=grant) or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
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: 20090227 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100227 Year of fee payment: 6 |
|
LAPS | Cancellation because of no payment of annual fees |