JPH052724Y2 - - Google Patents

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Publication number
JPH052724Y2
JPH052724Y2 JP1983049429U JP4942983U JPH052724Y2 JP H052724 Y2 JPH052724 Y2 JP H052724Y2 JP 1983049429 U JP1983049429 U JP 1983049429U JP 4942983 U JP4942983 U JP 4942983U JP H052724 Y2 JPH052724 Y2 JP H052724Y2
Authority
JP
Japan
Prior art keywords
cover material
expansion joint
base member
closing body
standing 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.)
Expired - Lifetime
Application number
JP1983049429U
Other languages
Japanese (ja)
Other versions
JPS59154507U (en
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 filed Critical
Priority to JP4942983U priority Critical patent/JPS59154507U/en
Publication of JPS59154507U publication Critical patent/JPS59154507U/en
Application granted granted Critical
Publication of JPH052724Y2 publication Critical patent/JPH052724Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、相対向する両建築物躯体にそれぞれ
これら躯体間の間隙に沿つて連設された複数の下
地部材と、これら下地部材上に連設された複数の
カバー材とからなるエキスパンシヨン・ジヨイン
トにおいて、上記カバー材の連設部に設けられた
塞ぎ体と下地部材との関係を改善したエキスパン
シヨン・ジヨイントの塞ぎ体取付け装置に関す
る。
[Detailed description of the invention] (Industrial application field) The present invention includes a plurality of foundation members that are connected to each of the building frames facing each other along the gap between these building frames, and a A closure attachment device for an expansion joint that improves the relationship between the closure provided at the continuous portion of the cover material and a base member in an expansion joint consisting of a plurality of cover materials arranged in series. Regarding.

(従来技術) 一般に、エキスパンシヨン・ジヨイントは近接
位置に相対向して設けられた建築物躯体間に渡設
されるものであるが、このように相対向する建築
物躯体は、地震の際の震動や地盤の不同沈下、日
中夜間又は季節の温度変化に基づく伸縮などによ
つて互いに異なる方向に変動してその相対的位置
が変位するため、エキスパンシヨン・ジヨイント
もこれに応じて、通常両方の建築物躯体にそれぞ
れ基材として長尺の金属製支持部材を建築物躯体
の対向間隙に沿つて互いに相対させて固定してお
き、次に一方の支持部材と他方の支持部材に長尺
のカバー部材を遊動自在に装着することによつて
施工されている。所要に応じてカバー材に水切り
部が付加される場合もある。そして、相対向する
建築物躯体の対向形態は、屋根と屋根、床と床、
壁と壁等のように互いに同一平面上になつている
場合、あるいは屋根と壁、床と壁さらに壁と壁等
のように互いに所定の角度を成してコーナー部を
形成する関係となつている場合などのようにいろ
いろとあるが、エキスパンシヨン・ジヨイントも
これに対応して構成される。しかし、どの場合で
もエキスパンシヨン・ジヨイントの上記基本的構
成は変わらない。
(Prior art) Expansion joints are generally installed between building frames that are located close to each other and facing each other, but building frames facing each other in this way are Due to vibrations, uneven subsidence of the ground, and expansion and contraction due to temperature changes during the day and night or season, the expansion joints fluctuate in different directions and their relative positions shift accordingly. Usually, long metal support members are fixed as base materials to both building frames, facing each other along the opposing gaps of the building frames, and then one support member and the other support member are fixed to each other as a base material. It is constructed by attaching a shaku cover member in a freely movable manner. A drainage portion may be added to the cover material as required. The opposing forms of building frames are roof-to-roof, floor-to-floor,
When they are on the same plane, such as walls, or when they form a corner at a predetermined angle, such as when a roof and a wall, a floor and a wall, or a wall and a wall, etc. There are various cases, such as the case where the expansion joint is configured accordingly. However, in any case, the above basic structure of the expansion joint remains the same.

次に、エキスパンシヨン・ジヨイントは複数の
長尺状構成部材を長手方向に順次に連設すること
によつて構成されるが、この連設部で隣り合う構
成部材間に形成される間隙は、風雨、雨水等の侵
入防止のための塞ぎ体によつて閉塞されている。
たとえば、実開昭58−9406号公報に示されるよう
に、相対向する両建築物躯体にそれぞれこれら躯
体間の間隙に沿つて連設された複数の支持部材
と、支持部材上に渡設されたカバー材と、各支持
部材と水切り部材とによつて形成される下地部材
がそれぞれ複数の部材の連設によつて構成され、
各構成部材の端部に塞ぎ体が設けられている。塞
ぎ体を各構成部材に設けたのは、震動、温度変化
等に基づく躯体変動に良好に応動させるためであ
る。
Next, an expansion joint is constructed by sequentially arranging a plurality of elongated structural members in the longitudinal direction, and the gap formed between adjacent structural members at this continuous part is , are closed off by a closing body to prevent the intrusion of wind, rain, rainwater, etc.
For example, as shown in Japanese Utility Model Application Publication No. 58-9406, a plurality of supporting members are provided in series along the gap between the opposing building frames, and a plurality of support members are provided across the supporting members. The base member formed by the covered cover material, each support member, and the draining member is each configured by a plurality of members connected in series,
A closure is provided at the end of each component. The purpose of providing each component with a closing body is to better respond to changes in the structure due to vibrations, temperature changes, and the like.

しかしながら、塞ぎ体による雨仕舞は上記構成
だけでは充分ではない。つまり、下地部材の塞ぎ
体については各建築物躯体との間の隙間が問題で
あり、カバー材の塞ぎ体については、下地部材又
は下地部材に取付けられた塞ぎ体との間の隙間が
問題となる。前者はコーキング処理によつて解決
することができるが、後者の場合はカバー材の塞
ぎ体と下地部材(前記公報においては水切り部
材)との間の間隔が離れていたので、この隙間か
ら雨水が吹き込み、吹き込んだ雨水がさらに下地
部材又は下地部材に取付けられた塞ぎ体の間隙か
ら浸入することを防止することはできなかつた。
However, the above structure alone is not sufficient for blocking rain by the blocking body. In other words, the problem with the closing body of the base member is the gap between it and each building frame, and the problem with the closing body of the cover material is the gap between the base member or the closing body attached to the base member. Become. The former can be solved by caulking, but in the latter case, the gap between the cover member and the base member (draining member in the above publication) was far apart, so rainwater could leak through this gap. It was not possible to prevent the blown rainwater from further infiltrating through the gap in the base member or the closing member attached to the base member.

(考案の目的) 本考案は上記欠点を解決し、特に建築物躯体の
変動に拘らず常に塞ぎ体を安定に保持できるとと
もに、カバー材の塞ぎ体と下地部材又は下地部材
に取付けられた塞ぎ体との間の気密を良好に実現
して雨仕舞に優れたエキスパンシヨン・ジヨイン
トの塞ぎ体取付け装置を提供することをその目的
とする。
(Purpose of the invention) The present invention solves the above-mentioned drawbacks, and in particular can maintain the closing body stably at all times regardless of fluctuations in the building frame. The object of the present invention is to provide an expansion joint closure mounting device that achieves good airtightness between the expansion joint and the roof and is excellent in rain protection.

(目的を達成するための手段) 上記目的を達成するため、本考案に係るエキス
パンシヨン・ジヨイントの塞ぎ体取付け装置は、
間隙をおいて相対向する建築物躯体のそれぞれに
上記躯体間間隙に沿つて複数の長尺状の下地部材
を連設し、これら下地部材上に上記躯体間間隙を
覆う複数の長尺状のカバー材を渡設且つ連設し、
且つ上記長尺状の下地部材及びカバー材の連設部
の間隙を塞ぎ体によつて塞ぐエキスパンシヨン・
ジヨイントにおいて、上記カバー材を上記各建築
物躯体に連設された下地部材に近接状態で重合さ
せるとともに、上記塞ぎ体を上記カバー材と上記
下地部材とに各別に取付け、カバー材に取付けら
れた塞ぎ体の端部と上記カバー材の両側端に設け
た気密材とを上記下地部材又は下地部材に取付け
られた塞ぎ体に当接させたことを特徴とする。
(Means for achieving the objective) In order to achieve the above objective, the expansion joint closure mounting device according to the present invention has the following features:
A plurality of elongated base members are installed in succession along the gap between the building frames on each of the building frames that face each other with a gap, and a plurality of long base members are placed on these base members to cover the gap between the frame bodies. The cover material is installed and connected,
In addition, an expansion unit that closes the gap between the continuous portion of the elongated base member and the cover material with a closing body.
At the joint, the cover material is polymerized in close proximity to the base member connected to each of the building frames, and the closing body is attached to the cover material and the base member separately, and the cover material is attached to the cover material. The present invention is characterized in that the ends of the closing body and the airtight members provided at both ends of the cover material are brought into contact with the base member or the closing body attached to the base member.

(実施例) 以下、図面によつて本考案の実施態様について
説明する。
(Example) Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図において、符号A,Bは相対向する建築物躯
体を示す。躯体Aは躯体Bに対面する立壁A1と
該立壁A1と直角を成す立壁A2と該立壁A2と
直角を成して連続する平壁A3を備えるととも
に、さらに上記平壁A3から垂設された立壁A4
とこの立壁A4と直角を成す平壁A5とこの平壁
A5と直角を成して躯体Bに対面する立壁A6と
を備えている。これに対し、躯体Bは上記躯体A
の立壁A1と直角を成し且つ平壁A3と同一面を
成す平壁B1と上記躯体Aの立壁A4と同一面を
成し且つ立壁A6と直角を成す立壁B2を備えて
いる。そして、上記躯体A,Bの対向形態に応じ
て両躯体A,B間にコーナー部C1,C2及びC
3が形成されている。上記躯体A,B間にはエキ
スパンシヨン・ジヨイントが渡設されている。こ
のエキスパンシヨン・ジヨイントは相対向する建
築物躯体の上記の構造形態に対応して躯体A,B
間間隙を閉塞するように構成され、またエキスパ
ンシヨン・ジヨイントの各構成部材の連設間隙に
塞ぎ体が装着されている。
In the figure, symbols A and B indicate opposing building frames. The frame A includes a standing wall A1 facing the frame B, a standing wall A2 forming a right angle to the standing wall A1, and a flat wall A3 continuing at a right angle to the standing wall A2, and further includes a standing wall vertically provided from the flat wall A3. A4
It is provided with a flat wall A5 forming a right angle to this standing wall A4, and a standing wall A6 forming a right angle to this flat wall A5 and facing the frame B. On the other hand, body B is the same as body A above.
The flat wall B1 is perpendicular to the standing wall A1 of the frame A and is on the same plane as the flat wall A3, and the standing wall B2 is on the same plane as the standing wall A4 of the frame A and perpendicular to the standing wall A6. Then, corner portions C1, C2 and C are provided between both the main bodies A and B depending on the opposed configuration of the above-mentioned main bodies A and B.
3 is formed. An expansion joint is installed between the above-mentioned frames A and B. This expansion joint is applied to building blocks A and B in accordance with the above structural form of the opposing building frames.
The expansion joint is configured to close the gap, and a closing body is attached to the continuous gap between each component of the expansion joint.

次に、上記各エキスパンシヨン・ジヨイントに
説明し、さらに塞ぎ体について詳述する。
Next, each of the above expansion joints will be explained, and the closure will be explained in detail.

まず、一方の建築物躯体Aの立壁A1と他方の
建築物躯体Bの平壁B1との間に設けられたエキ
スパンシヨン・ジヨイントイは、第2図に示され
るように、立壁A1及び平壁B1にそれぞれ長尺
状支持部材1,2を止着固定するとともに、これ
ら支持部材1,2上に長尺状カバー材3をバネ部
材4を介して遊動自在に係着し、さらに立壁A1
側の支持部材1及び平壁B1側の支持部材2に一
体的に水切部5,6を設けたものである。上記水
切部5,6は躯体間間隙Sを覆うカバー材3を取
付けるための下地部材を構成し、カバー材3と水
切部5,6とは近接状に重合し、さらにカバー材
3の両側端は気密材50を介して上記下地部材の
ほぼ中間部に当接している。なお、平壁B1の天
端部には一定の間隔で棒状固定金具7が突設さ
れ、該固定金具7に金属製アングル材8が溶接固
定され、さらに上記アングル材8に上記支持部材
2が止着固定されている。支持部材1,2には、
それぞれ係止部10,10に短尺のばね部材4の
両端の係止受部13,13が一定の間隔で係着さ
れている。また、このばね部材4の中央の係止受
部14は同時にカバー材3の下面の係止部11に
係着されている。水切部6は、一定の間隔で支持
部材2上に弾発状に係着されたホルダー15上に
係着されている。16は外装仕上げ材であり、1
7は弾性材料からなる止水板である。
First, the expansion joint installed between the standing wall A1 of one building frame A and the flat wall B1 of the other building frame B is a The elongated support members 1 and 2 are fastened and fixed to B1, respectively, and the elongated cover material 3 is movably attached to these support members 1 and 2 via the spring member 4.
Drainage portions 5 and 6 are integrally provided on the support member 1 on the side and the support member 2 on the flat wall B1 side. The draining portions 5 and 6 constitute a base member for attaching the cover material 3 that covers the gap S between the building blocks, and the cover material 3 and the draining portions 5 and 6 closely overlap each other, and further, both side ends of the cover material 3 is in contact with approximately the middle portion of the base member via the airtight material 50. Incidentally, bar-shaped fixtures 7 are protruded from the top end of the flat wall B1 at regular intervals, metal angle members 8 are welded and fixed to the fixtures 7, and the support member 2 is further fixed to the angle members 8 by welding. It is fixed in place. Support members 1 and 2 include
Locking receiving portions 13, 13 at both ends of the short spring member 4 are locked to the locking portions 10, 10 at regular intervals, respectively. Further, the locking receiving portion 14 at the center of the spring member 4 is simultaneously locked to the locking portion 11 on the lower surface of the cover member 3. The draining portion 6 is attached to a holder 15 that is elastically attached to the support member 2 at regular intervals. 16 is an exterior finishing material; 1
7 is a water stop plate made of an elastic material.

カバー材3はばね部材4を介して支持部材1,
2上に係着されているので、上記ばね部材4の弾
性により遊動可能であり、このため躯体A,Bが
震動、不同沈下等により変動しても常に支持部材
1,2上に安定に保持されている。
The cover material 3 is connected to the support member 1 via the spring member 4.
2, it is movable due to the elasticity of the spring member 4, and therefore, even if the frames A and B fluctuate due to vibrations, uneven settlement, etc., they are always stably held on the support members 1 and 2. has been done.

なお、本考案の実施例ではないが、ばね部材4
は第2図図示のものの他に、例えばばね部材4の
中央部を直接にカバー材3にネジ等によつて固定
する構成、または第3図aに示すように、両側端
に屈曲係止部20,20を有する基片21の中央
部にW形のばね部22を形成し、このばね部22
の両側端に支持部材の係止部23,23を係止す
るとともに、基片21両端の係止部20,20に
カバー材24を係止する構成でもよく、あるいは
同図bのように、カバー材25の中央下部に直接
W形ばね部22をねじ止めする構成でもよい。
Although not an embodiment of the present invention, the spring member 4
In addition to the structure shown in FIG. 2, for example, the center part of the spring member 4 may be directly fixed to the cover material 3 with screws, or as shown in FIG. A W-shaped spring portion 22 is formed in the center of the base piece 21 having 20, 20, and this spring portion 22
The structure may be such that the locking parts 23, 23 of the support member are locked at both ends of the base piece 21, and the cover material 24 is locked to the locking parts 20, 20 at both ends of the base piece 21, or as shown in FIG. The W-shaped spring portion 22 may be screwed directly to the lower central portion of the cover material 25.

次に、建築物躯体Aの平壁A3と建築物躯体B
の平壁B1の間にはエキスパンシヨン・ジヨイン
トロが設けられている。このエキスパンシヨン・
ジヨイントロは第4図に示されるように、第2図
に示されるものと同じ構成の支持部材2,2上に
ばね部材4を介してカバー材30を遊動自在に係
着し、さらに各支持部材2,2上に水切部6,6
を係着したもので、カバー材30の形状を除き、
支持部材2,2の取付け及びその構成、ばね部材
4、カバー材30の係着構成等は第2図に示すも
のと同じであるから、同一符号をもつて示し、説
明を省略する。以下、同様である。なお、この例
の場合も、水切部材6はカバー材3の下地材を構
成している。
Next, flat wall A3 of building frame A and building frame B
An expansion joint is provided between the flat walls B1. This expansion
As shown in FIG. 4, in the joint introduction, a cover member 30 is movably engaged via a spring member 4 on support members 2, 2 having the same configuration as that shown in FIG. Drainage part 6, 6 on 2, 2
except for the shape of the cover material 30,
Since the mounting and structure of the support members 2, 2, the engagement structure of the spring member 4 and the cover material 30, etc. are the same as those shown in FIG. 2, they are indicated by the same reference numerals and the explanation thereof will be omitted. The same applies hereafter. In addition, also in this example, the draining member 6 constitutes the base material of the cover material 3.

次に、一方の建築物躯体Aの立壁A4と他方の
建築物躯体Bの立壁B2との間の間隙Sには、エ
キスパンシヨン・ジヨイントハが設けられてい
る。このエキスパンシヨン・ジヨイントハは第5
図に示すように、両壁A4,B2にそれぞれ支持
部材31,31を固定し、これら支持部材31,
31の内側端部に形成した係止部10,10にば
ね部材4を介してカバー材33を遊動自在に係着
したもので、上記支持部材31,31の裏面には
それぞれ一対の係止突部35,35が突設され、
これら係止突部35,35は平壁A4,B2の天
端部に止着固定された取付部材36,36の上方
に形成された係止受部37,37に嵌合状に係止
し、これによつて支持部材31,31は平壁A
4,B2上に固定されている。なお、この例にお
いては、支持部材31が下地部材を構成してい
る。
Next, an expansion joint is provided in the gap S between the standing wall A4 of one building frame A and the standing wall B2 of the other building frame B. This expansion is the fifth
As shown in the figure, supporting members 31, 31 are fixed to both walls A4, B2, respectively, and these supporting members 31,
A cover member 33 is freely attached to locking portions 10, 10 formed at the inner end portions of the supporting members 31 via a spring member 4, and a pair of locking protrusions are provided on the back surfaces of the supporting members 31, 31, respectively. The parts 35, 35 are provided protrudingly,
These locking protrusions 35, 35 are fitted into locking receivers 37, 37 formed above mounting members 36, 36 fixedly fixed to the top ends of flat walls A4, B2. , thereby the supporting members 31, 31 are connected to the flat wall A
4. Fixed on B2. Note that in this example, the support member 31 constitutes a base member.

さらに、建築物躯体Aの立壁A6と建築物躯体
Bの立壁B2との間にエキスパンシヨン・ジヨイ
ントニが設けられている。このエキスパンシヨ
ン・ジヨイントニは第6図に示すように、第5図
に示すものと同じ構成の支持部材31を立壁B2
上に固定する一方、立壁A6には第5図のものと
同一の構成の取付部材36を止着固定し、且つ該
取付部材36の係止受部37,37に略L字形状
の支持部材38の係止突部39,39を嵌合状に
係止装着し、上記両支持部材31,38の係止部
10,10にばね部材4を介して、第5図に示す
カバー材と同寸法形状のカバー材33を遊動自在
に係止装着したものである。この例においては、
支持部材31,38が下地部材を構成している。
Furthermore, an expansion joint is provided between the standing wall A6 of the building frame A and the standing wall B2 of the building frame B. As shown in FIG. 6, in this expansion joint, a support member 31 having the same structure as that shown in FIG. 5 is attached to a vertical wall B2.
On the other hand, a mounting member 36 having the same configuration as that shown in FIG. The locking projections 39, 39 of 38 are fitted in a fitted manner, and the same cover material as shown in FIG. A cover material 33 having a dimension and shape is fixedly attached so as to be freely movable. In this example,
The support members 31 and 38 constitute a base member.

上記エキスパンシヨン・ジヨイントイ、ロ、ハ
及びニは支持部材、カバー材、水切部等の長尺状
単位構成部材をそれぞれ同一方向において連設し
て構成され、さらにエキスパンシヨン・ジヨイン
トイは建築物躯体A,Bのコーナー部C1におい
てエキスパンシヨン・ジヨイントロと連設され、
該エキスパンシヨン・ジヨイントロはコーナー部
C2においてエキスパンシヨン・ジヨイントハと
連設され、エキスパンシヨン・ジヨイントハはコ
ーナー部C3においてエキスパンシヨン・ジヨイ
ントニと連設されている。そして、これら連設部
において生じる間隙は塞ぎ体によつて閉塞され
る。
The above expansion joint toys, B, C, and D are constructed by consecutively arranging elongated unit components such as a support member, a cover material, and a draining part in the same direction. It is connected to the expansion joint at the corner C1 of the building blocks A and B,
The expansion joint is connected to the expansion joint at the corner C2, and the expansion joint is connected to the expansion joint at the corner C3. Then, the gap created in these continuous parts is closed by the closing body.

そこで、次に各連設部における塞ぎ体の取付け
について説明する。
Next, the attachment of the closing body to each continuous portion will be explained.

まず、エキスパンシヨン・ジヨイントイにおい
ては、一方の建築物躯体の立壁A1に固定された
支持部材1上に係着された水切部5は塞ぎ体10
1を介して他の水切部5に連設されている。な
お、塞ぎ体101は水切部5の表側に取付ける構
成であつてもよい。次に、述べる他の塞ぎ体につ
いても同様である。
First, in the expansion joint toy, the drain section 5 that is attached to the support member 1 fixed to the standing wall A1 of one building frame is connected to the closure body 10.
It is connected to another draining part 5 via 1. Note that the closing body 101 may be configured to be attached to the front side of the draining portion 5. The same applies to the other closing bodies described next.

次に、他の建築物躯体B1に装着された水切部
6は塞ぎ体102を介して他の水切部6に連設さ
れている。この塞ぎ体102は第2図において図
に向かつてホルダー15の向う側に配置されて見
えないが、これも上記塞ぎ体101と同様にして
取付けられている。さらに、カバー材3とこのカ
バー材に連設される他のカバー3とは、塞ぎ体1
03を介して連設されている。この取付け態様も
上記塞ぎ体101,102と同様である。
Next, the draining section 6 attached to the other building frame B1 is connected to the other draining section 6 via the closing body 102. Although this closing body 102 is not visible in FIG. 2 because it is arranged on the opposite side of the holder 15 when facing the figure, it is also attached in the same manner as the aforementioned closing body 101. Furthermore, the cover material 3 and another cover 3 connected to this cover material are
They are connected via 03. The manner of attachment is also similar to that of the closures 101 and 102 described above.

このようにエキスパンシヨン・ジヨイントイ
は、対向する建築物躯体A1,B1にそれぞれに
固定される下地部材とその上に渡設されるカバー
材3とから構成され、それぞれは塞ぎ体101,
102及び103を介して連設されている。した
がつて、震動、不同沈下、温度差により対向する
建築物躯体A1,B1が変動しても、上記塞ぎ体
101,102及び103にはなんら無理な力は
加わらない。なぜならば、塞ぎ体101は一方の
建築物躯体Aに固定された支持部材1に装着され
た水切部5,5に取付けられており、上記変動が
あつても水切部5,5の相対的位置はなんら変移
することはないからである。塞ぎ体102及び1
03についても同じである。塞ぎ体101,10
2及び103に対し異なる向きに加えられる力
は、隣接するエキスパンシヨン・ジヨイント構成
部材1,2及び3の温度差に基づく伸縮に起因す
るものだけである。この力は塞ぎ体101,10
2及び103を隣り合うエキスパンシヨン・ジヨ
イント構成部材のうち少なくとも一方の構成部材
に対しゆるく係止する等、非固定状態に取付ける
ことにより簡単に吸収することができる。したが
つて、塞ぎ体101,102及び103は躯体変
動に対して良好に対応することができ、連設部の
間隙を安定、確実に閉塞することができる。
In this way, the expansion joint toy is composed of the base member fixed to the opposing building frames A1 and B1, respectively, and the cover material 3 placed over the base member, and the cover member 101,
They are connected via 102 and 103. Therefore, even if the opposing building frames A1 and B1 fluctuate due to vibrations, uneven settlement, and temperature differences, no unreasonable force is applied to the closing bodies 101, 102, and 103. This is because the closing body 101 is attached to the drain sections 5, 5 attached to the support member 1 fixed to one building frame A, and even if the above-mentioned fluctuation occurs, the relative position of the drain sections 5, 5 This is because there is no change whatsoever. Closure bodies 102 and 1
The same applies to 03. Closure body 101, 10
The only forces exerted in different directions on 2 and 103 are due to expansion and contraction of adjacent expansion joint components 1, 2 and 3 due to temperature differences. This force is the blocking body 101, 10
2 and 103 can be easily absorbed by attaching them in a non-fixed state, such as by loosely locking them to at least one of the adjacent expansion joint components. Therefore, the closing bodies 101, 102, and 103 can respond favorably to changes in the frame structure, and can stably and reliably close the gap between the continuous parts.

また、カバー材3の塞ぎ体103の一端は気密
材50とともに下地部材を構成する水切部6に当
接している。このように、カバー材3と水切部5
とは近接状に重合し、しかも塞ぎ体103がカバ
ー材3の気密材50とともに水切部6に当接して
いるので、塞ぎ体103自体に気密材を取付ける
ことなしにカバー材3の塞ぎ体103と下地部材
(水切部5,6)との間の気密を良好に実現して
雨仕舞を向すすることができる。他の例について
も同様である。
Further, one end of the closing body 103 of the cover material 3 is in contact with a drainage portion 6 that constitutes a base member together with the airtight material 50. In this way, the cover material 3 and the draining part 5
Since the closing body 103 and the airtight material 50 of the cover material 3 are in contact with the drainage part 6, the closing body 103 of the cover material 3 can be removed without attaching an airtight material to the closing body 103 itself. It is possible to achieve good airtightness between the base member (draining portions 5 and 6) and to prevent rain. The same applies to other examples.

なお、塞ぎ体103は下地部材でなく、下地部
材に取付けられた塞ぎ体上に当接する場合もあ
る。
Note that the closing body 103 may come into contact not with the underlying member but with a closing body attached to the underlying member.

エキスパンシヨン・ジヨイントロにおいても、
建築物躯体A3及びB1の支持部材2,2にそれ
ぞれ係着された水切部6,6とこの水切部6,6
と隣り合う他の水切部6,6とは、上述のエキス
パンシヨン・ジヨイントイの場合と同じく、塞ぎ
体102を介して連設されている。カバー材30
は塞ぎ体104を介して他のカバー材30に連設
され、カバー材30の塞ぎ体104の両側端はカ
バー材30の気密材とともに下地部材を構成する
水切部6に当接している。
Also in the expansion introduction,
Draining parts 6, 6 respectively attached to supporting members 2, 2 of building skeletons A3 and B1;
The other adjacent drainage parts 6, 6 are connected to each other via a closing body 102, as in the case of the above-mentioned expansion joint toy. Cover material 30
The cover member 30 is connected to another cover member 30 via a cover member 104, and both ends of the cover member 104 of the cover member 30 are in contact with a drainage portion 6 that forms a base member together with the airtight material of the cover member 30.

また、エキスパンシヨン・ジヨイントハにおい
ては、建築物躯体B2に固定された支持部材31
は、塞ぎ体105を介して他の支持部材31に連
設されている。躯体A4においても同様である。
また、カバー材33は塞ぎ体106を介して他の
カバー材33に連設されている。そして、塞ぎ体
106の両側端はカバー材33の気密材とともに
下地部材を構成する水切部6に当接している。
In addition, in the expansion joint, the support member 31 fixed to the building frame B2
is connected to another support member 31 via a closing body 105. The same applies to the frame A4.
Further, the cover material 33 is connected to another cover material 33 via a closing body 106. Both ends of the closing body 106 are in contact with the draining portion 6 that constitutes the base member together with the airtight material of the cover material 33.

さらに、エキスパンシヨン・ジヨイントニにお
いては、建築物躯体A6側の支持部材38は塞ぎ
体107を介して他の支持部材38に連設され、
建築物躯体B2側の支持部材31は塞ぎ体105
を介して他の支持部材31に連設され、カバー材
33は塞ぎ体106を介して他のかバー材33に
連設されている。そして、塞ぎ体106の一側端
はカバー材33の気密材とともに支持部材38
に、他側端は支持部材31の塞ぎ体105に当接
している。
Furthermore, in the expansion joint, the support member 38 on the building frame A6 side is connected to another support member 38 via the closing body 107,
The support member 31 on the building frame B2 side is the closing body 105
The cover member 33 is connected to another support member 31 via a cover member 106, and the cover member 33 is connected to another support member 33 via a closing body 106. One end of the closing body 106 is connected to the support member 38 together with the airtight material of the cover material 33.
In addition, the other end is in contact with the closing body 105 of the support member 31.

次に、エキスパンシヨン・ジヨイントイ〜ニは
建築物躯体のコーナー部C1〜C3において互い
に塞ぎ体108,109,110を介して連設さ
れている。この場合も、塞ぎ体108,109,
110の取付け態様は、上述の塞ぎ体101〜1
07の場合と全く同様である。ただ、各コーナ部
C1,C2及びC3においては、互いに連設され
るエキスパンシヨン・ジヨイントのカバー材の構
造が異なつているため、塞ぎ体はこの相違に対応
する構造となつている。
Next, the expansion joints 1 to 2 are connected to each other via closing bodies 108, 109, and 110 at the corner portions C1 to C3 of the building frame. In this case as well, the closing bodies 108, 109,
110 is attached to the above-mentioned closing bodies 101 to 1.
It is exactly the same as the case of 07. However, in each of the corner portions C1, C2, and C3, the structures of the cover materials of the expansion joints that are arranged in series with each other are different, and the closing body has a structure that corresponds to this difference.

なお、コーナー部C2においては、エキスパン
シヨン・ジヨイントロの水切部6,6の端部とエ
キスパンシヨン・ジヨイントハの支持部材31,
31とには塞ぎ体111,111が装着され、コ
ーナー部C3においては、エキスパンシヨン・ジ
ヨイントニの支持部材38の端部にもコーナーキ
ヤツプ112が装着されている。このキヤツプも
塞ぎ体の一つである。
In addition, in the corner part C2, the ends of the drainage parts 6, 6 of the expansion joint and the support member 31 of the expansion joint,
A corner cap 112 is also attached to the end of the support member 38 of the expansion joint at the corner C3. This cap is also one of the blocking bodies.

コーナー部の形態は、上述の例に限定されず、
各種各様のものが挙げられ、塞ぎ体もその態様に
応じて取付ければよい。次に、二、三の例を示
す。
The form of the corner part is not limited to the above example,
There are various types of closures, and the closure body may be attached depending on the mode. Here are a few examples.

第7図aは建築物躯体の立壁A7に対し、建築
物躯体の平壁B1と立壁B2とが対向して設けら
れ、これら平壁B1と立壁B2とがともに立壁A
7に対して直角を成す場合の例で、立壁A7と平
壁B1との間には上述と同じ構成のエキスパンシ
ヨン・ジヨイントイが配設され、立壁A7と立壁
B2との間には、上述と同じ構成のエキスパンシ
ヨン・ジヨイントニが配設され、これらエキスパ
ンシヨン・ジヨイントイとニとはコーナー部C4
において塞ぎ体113を介して連設されている。
塞ぎ体113は両エキスパンシヨン・ジヨイント
イとエキスパンシヨン・ジヨイントニのカバー材
3とカバー材33に装着され、キヤツプ114は
エキスパンシヨン・ジヨイントイの水切部6の端
部に装着され、さらにキヤツプ115はエキスパ
ンシヨン・ジヨイントニの支持部材38の端部に
装着されている。
In Fig. 7a, a flat wall B1 and a standing wall B2 of the building frame are provided opposite to a standing wall A7 of the building frame, and both of these flat walls B1 and standing wall B2 are connected to the standing wall A7.
In this example, an expansion joint toy having the same configuration as described above is installed between the standing wall A7 and the flat wall B1, and an expansion joint toy having the same configuration as described above is installed between the standing wall A7 and the flat wall B2. Expansion joints with the same configuration as are provided, and these expansion joints are located at the corner C4.
are connected to each other via a closing body 113.
The closing body 113 is attached to both the expansion joint toy and the cover material 3 of the expansion joint toy and the cover material 33, the cap 114 is attached to the end of the drainage part 6 of the expansion joint toy, and the cap 115 is attached to the end of the drain section 6 of the expansion joint toy. is attached to the end of the support member 38 of the expansion joint.

次に、同図bは建築物躯体の立壁A8、立壁A
9に対しそれぞれ建築物躯体の平壁B1と立壁B
2とが対向して設けられ、立壁A8と平壁B1と
が直角を成し、立壁A9と立壁B2とが同一面上
にある場合の例で、立壁A8と平壁B1との間に
は上述と同じ構成のエキスパンシヨン・ジヨイン
トイが配設され、立壁A9と立壁B2との間には
上述と同じ構成のエキスパンシヨン・ジヨイント
ハが配設され、これらエキスパンシヨン・ジヨイ
ントイとハとは、コーナー部C5において塞ぎ体
115及びコーナーキヤツプ114,117を介
して連設されている。
Next, Figure b shows standing wall A8 and standing wall A of the building frame.
9, the flat wall B1 and the standing wall B of the building frame, respectively.
2 are provided facing each other, the standing wall A8 and the flat wall B1 form a right angle, and the standing wall A9 and the standing wall B2 are on the same plane. An expansion joint with the same configuration as above is provided, and an expansion joint with the same configuration as above is provided between standing wall A9 and standing wall B2. , are connected to each other via a closing body 115 and corner caps 114 and 117 at the corner portion C5.

さらに、同図cは建築物躯体の平壁A10と立
壁A11に対し、建築物躯体の平壁B1と立壁B
2とが対向して設けられ、平壁A10と平壁B1
とが同一面を成し、立壁A11と立壁B2とが直
角を成す場合の例で、立壁A11と平壁B1との
間には、上述と同じ構成のエキスパンシヨン・ジ
ヨイントロが配設され、立壁A11、立壁B2と
の間には上述と同じ構成のエキスパンシヨン・ジ
ヨイントニが配設され、これらエキスパンシヨ
ン・ジヨイントロとエキスパンシヨン・ジヨイン
トニとはコーナー部C6において塞ぎ体116及
びコーナー部114を介して連設されている。
Furthermore, in Figure c, the flat wall B1 and standing wall B of the building skeleton are compared to the flat wall A10 and standing wall A11 of the building skeleton.
2 are provided facing each other, and a flat wall A10 and a flat wall B1
In this example, the standing wall A11 and the standing wall B2 form a right angle, and an expansion joint having the same configuration as described above is arranged between the standing wall A11 and the flat wall B1. An expansion joint having the same configuration as described above is provided between the standing wall A11 and the standing wall B2, and these expansion joints are connected to the closing body 116 and the corner portion 114 at the corner portion C6. are connected via.

他の例についても同様である。 The same applies to other examples.

(考案の効果) 本考案によれば、塞ぎ体をカバー材と各下地部
材とに各別に取付けたことにより、震動、不同沈
下等によりカバー材と下地部材とが相対的に異な
る方向に移動しても、各塞ぎ体とカバー材及び下
地部材との相対的位置はなんら変わらないから、
塞ぎ体は常に安定に保持される。
(Effects of the invention) According to the invention, by attaching the closing body to the cover material and each base member separately, the cover material and the base member move in relatively different directions due to vibrations, uneven settlement, etc. However, the relative positions of each closing body, cover material, and base member do not change at all.
The closing body is always held stably.

また、カバー材と下地部材とは近接状に重合
し、しかもカバー材の塞ぎ体がカバー材の気密材
とともに下地部材または下地部材に取付けられた
塞ぎ体に当接するので、塞ぎ体自体に気密材を取
付けることなしにカバー材の塞ぎ体と下地部材又
は下地部材に取付けられた塞ぎ体との間の気密を
良好に実現して雨仕舞を向上させることができ
る。
In addition, the cover material and the base member overlap in close proximity, and the cover material's closing body contacts the base member or the closure body attached to the base member together with the airtight material of the cover material, so that the closing body itself has an airtight material. It is possible to achieve good airtightness between the closing body of the cover material and the base member or the closure body attached to the base member without attaching a cover material, thereby improving rain protection.

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

第1図は本考案に係るエキスパンシヨン・ジヨ
イントの塞ぎ体取付け装置を示す斜視図、第2図
〜第6図はエキスパンシヨン・ジヨイントの例を
示す断面図であり、第7図a,b及びcはそれぞ
れ建築物躯体の他の対向形態の斜視図である。 符号、イ,ロ,ハ,ニ……エキスパンシヨン・
ジヨイント、B1……平壁、A1,B2,A8,
A9,A11……立壁、C1,C2,C3……コ
ーナー部、101,102,103,104,1
05,106,107,108,109,11
0,111……塞ぎ体、1,2……支持部材、
3,24,30,33……カバー材、5,6……
水切部。
FIG. 1 is a perspective view showing a closure attachment device for an expansion joint according to the present invention, FIGS. 2 to 6 are cross-sectional views showing examples of an expansion joint, and FIGS. b and c are perspective views of other opposed forms of the building frame, respectively; Sign, A, B, H, D...Expansion・
Joint, B1...Flat wall, A1, B2, A8,
A9, A11... Standing wall, C1, C2, C3... Corner part, 101, 102, 103, 104, 1
05, 106, 107, 108, 109, 11
0,111...Closing body, 1,2...Supporting member,
3, 24, 30, 33...Cover material, 5, 6...
Water cutting section.

Claims (1)

【実用新案登録請求の範囲】 間隙をおいて相対向する建築物躯体のそれぞれ
に上記躯体間間隙に沿つて複数の長尺状の下地部
材を連設し、これら下地部材上に上記躯体間間隙
を覆う複数の長尺状のカバー材を渡設且つ連設
し、且つ上記長尺状の下地部材及びカバー材の連
設部の間隙を塞ぎ体によつて塞ぐエキスパンシヨ
ン・ジヨイントにおいて、 上記カバー材を上記各建築物躯体に連設された
下地部材に近接状態で重合させるとともに、上記
塞ぎ体を上記カバー材と上記下地部材とに各別に
取付け、カバー材に取付けらけた塞ぎ体の端部と
上記カバー材の両側端に設けた気密材とを上記下
地部材又は下地部材に取付けられた塞ぎ体に当接
させたことを特徴とするエキスパンシヨン・ジヨ
イントの塞ぎ体取付け装置。
[Claims for Utility Model Registration] A plurality of elongated base members are installed in succession along the gap between the building frames on each of building frames that face each other with a gap between them, and the gap between the building frames is placed on these base members. In the expansion joint, in which a plurality of elongated cover materials covering the elongated base member and the cover material are provided across and connected, and a gap between the continuous portions of the elongated base member and the cover material is closed by a body, The cover material is polymerized in close proximity to the base member connected to each building frame, and the closure body is attached to the cover material and the base member separately, and the end of the closure body attached to the cover material is A closure attachment device for an expansion joint, characterized in that an airtight member provided at both ends of the cover material is brought into contact with the base member or a closure body attached to the base member.
JP4942983U 1983-04-01 1983-04-01 Expansion joint closure attachment device Granted JPS59154507U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4942983U JPS59154507U (en) 1983-04-01 1983-04-01 Expansion joint closure attachment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4942983U JPS59154507U (en) 1983-04-01 1983-04-01 Expansion joint closure attachment device

Publications (2)

Publication Number Publication Date
JPS59154507U JPS59154507U (en) 1984-10-17
JPH052724Y2 true JPH052724Y2 (en) 1993-01-22

Family

ID=30179936

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4942983U Granted JPS59154507U (en) 1983-04-01 1983-04-01 Expansion joint closure attachment device

Country Status (1)

Country Link
JP (1) JPS59154507U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS589406B2 (en) * 1977-03-04 1983-02-21 キヤノン株式会社 Camera manual aperture control device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS589406U (en) * 1981-07-13 1983-01-21 理研軽金属工業株式会社 Expansion joint device

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS589406B2 (en) * 1977-03-04 1983-02-21 キヤノン株式会社 Camera manual aperture control device

Also Published As

Publication number Publication date
JPS59154507U (en) 1984-10-17

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