JPS5811245A - Expansion joint apparatus - Google Patents

Expansion joint apparatus

Info

Publication number
JPS5811245A
JPS5811245A JP10667181A JP10667181A JPS5811245A JP S5811245 A JPS5811245 A JP S5811245A JP 10667181 A JP10667181 A JP 10667181A JP 10667181 A JP10667181 A JP 10667181A JP S5811245 A JPS5811245 A JP S5811245A
Authority
JP
Japan
Prior art keywords
holder
cover material
locking
support member
joint
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.)
Granted
Application number
JP10667181A
Other languages
Japanese (ja)
Other versions
JPH0112895B2 (en
Inventor
嶋 芳正
帯金 宏一
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NIKKEI RIKEN KK
NITSUKEI RIKEN KK
Original Assignee
NIKKEI RIKEN KK
NITSUKEI RIKEN KK
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 NIKKEI RIKEN KK, NITSUKEI RIKEN KK filed Critical NIKKEI RIKEN KK
Priority to JP10667181A priority Critical patent/JPS5811245A/en
Publication of JPS5811245A publication Critical patent/JPS5811245A/en
Publication of JPH0112895B2 publication Critical patent/JPH0112895B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は近接する建造物躯体間のエキスパンション・ジ
ヨイント装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an expansion joint device between adjacent building frames.

一連の建造物を異なる工期で完成させる場合には、別に
建設された建造物は一体不可分で杜なく、互いK 50
am−1100nの近接位置に間隙をもって連設される
のが普通である。したがってこのような場合、降雨時に
は近接する建造物の端部間の間隙内に雨水が流下進入す
るのを防止するため、建造物の最上部のパラペット壁等
の立上!741体間にエキスパンション・ジヨイント装
置を設ける必要がある。しかし、一方このような別体の
建造物は例えば地震等の際にはそれぞれ別個独立に震動
し、その時雨躯体間は上下又は横力向に接近しあるいは
離間するので、単に両部体間にエキスパンション・ジヨ
イント装置を架設固定しただけでは、該装置は上記変位
に十分に応動できないので、装置は損傷したシ変形し′
#−シするおそれがある。
When a series of buildings are completed in different construction periods, the separately constructed buildings are inseparable and inseparable from each other, and each building has a K50
It is normal that the am-1100n is installed in a row in the vicinity of the am-1100n with a gap between them. Therefore, in such cases, in order to prevent rainwater from flowing down into the gaps between the ends of adjacent structures, parapet walls, etc., should be erected at the top of the structures. It is necessary to provide an expansion joint device between the 741 bodies. However, on the other hand, such separate buildings vibrate separately and independently during earthquakes, etc., and at that time, the rain skeletons approach or separate in the vertical or lateral force direction, so there is no simple movement between the two parts. If the expansion joint device is simply installed and fixed, the device will not be able to respond sufficiently to the above displacement, so the device will not be damaged or deformed.
#-There is a risk of damage.

本発明は上記欠点に鑑み、躯体間の接近、離間に伴なう
変位に亀十分対応でき、雨仕舞が良好でしか本施工性に
優れるエキスパンション・ジヨイント装置を提案するこ
とを目的とする。
In view of the above drawbacks, it is an object of the present invention to propose an expansion joint device that can fully cope with displacements caused by the approach and separation between building blocks, has good rain protection, and is excellent in construction properties.

以下、図面によって本発明の実施態様について説明する
Embodiments of the present invention will be described below with reference to the drawings.

まず、第1図において符号A1A’は近接位置に建造さ
れた建造物で、1はこれら建造物の最上端部に立設され
たパラペット壁等の立上り躯体である。なお、1mは防
水シートであシ、1bはコーキングシール材である。こ
れら立上夛躯体111の天端部間にはエキスパンション
・ジヨイント装置Bが取付けられ、立上シ躯体1.1f
i4(2)間隙αを覆っている。エキスパンション・ジ
ヨイント装置Bは各立上ル躯体1、lの対向天端部に固
定された支持部材2.2とこれらの支持部材2.2上に
弾性を備える保持部材11を介して架設保持されたジヨ
イントホルダー3と該ホルダー3に弾発状に係止して覆
嵌されたカバー材4とから構成されている。支持部材2
はアルミニウム又はその合金等の押出形材から成シ、略
水平の固定112mから支持縁2bを立上げ形成した長
尺部材で、該支持縁2bの上端部−儒に気密材6を嵌着
する嵌合溝7が形成されるとともに、適宜長さの係止突
縁8が突設され、この係止突縁8の先端には鉤形の係止
溝部9が形成されている。なお、嵌合溝7の下部には水
切シ笠木係合溝12が下向きに形成され、固定縁2aの
内側端には止水板嵌着溝lOが上肉龜に形成されている
。上記構成の1対の支持部材2.2はそれぞれ立上シ躯
体1.1上に係止突縁8が対向するように配置され、上
記躯体1.1の天部1cに埋設したアンカープラグにネ
ジ止めするととkよって固定されている。
First, in FIG. 1, reference numerals A1A' are buildings built in close proximity, and 1 is a rising frame such as a parapet wall erected at the top end of these buildings. Note that 1 m is a waterproof sheet, and 1 b is a caulking sealant. An expansion joint device B is attached between the top ends of these rising shells 111, and the rising shell 1.1f
i4(2) Covers the gap α. The expansion joint device B is constructed and held via support members 2.2 fixed to the opposing top ends of each of the upright building frames 1 and 1 and a holding member 11 having elasticity on these support members 2.2. It is composed of a joint holder 3 and a cover material 4 which is fitted onto the holder 3 in a resilient manner. Support member 2
is a long member made of extruded material such as aluminum or its alloy, and has a support edge 2b raised from a substantially horizontal fixed 112 m, and an airtight material 6 is fitted to the upper end of the support edge 2b. A fitting groove 7 is formed, and a locking protrusion 8 of an appropriate length is protruded, and a hook-shaped locking groove 9 is formed at the tip of the locking protrusion 8. In addition, a water drain cap engaging groove 12 is formed downward in the lower part of the fitting groove 7, and a water stop plate fitting groove 1O is formed in the upper fillet at the inner end of the fixed edge 2a. The pair of support members 2.2 having the above configuration are respectively arranged on the upright frame 1.1 so that the locking protrusions 8 face each other, and are connected to anchor plugs buried in the top 1c of the frame 1.1. It is fixed by tightening the screws.

次に1これら支持部材2にはジヨイントホルダー3が保
持されている。該ホルダー3は両端に斜下向きに屈曲す
るカバー材係止部31を備える通常5011xn〜60
mmの金属製の短尺部材で、金属製バネ材等の弾性体か
ら成る弾性保持部材11によシ上記支持部材2上に架設
保持されている。弾性保持部材11は中央突出部11m
の両側に翼片部11bを断面W形に曲成して成シ、その
中央突出部11aをジヨイントホルダー3の中央底部3
eにビス止めある%thti溶接することによって該ホ
ルダー3に一体的に固着されている。なお、上記ホルダ
ー3と保持部材11の翼片部11bにはそれぞれ作業孔
3b、lieが穿たれている。そして上記ジヨイントホ
ルダー3を支持部材2上に取付妙るときは、中央部を支
持部材2上端の気密材6の上から下方に押しつけ、ドラ
イバー等の治具qを孔3bから通し、その先端を孔11
cに当てて両端の保持部材11の翼片部11bを支持部
材2の係止突縁8の下部で拡開させ、係止溝部9に係止
させればよい。上記ジヨイントホルダー3は抜出不可能
に支持部材2上に架設保持される。保持部材11は弾性
体であるから支持部材2.2が地震勢によシ互いに上下
又は左右方向に接近又は離隔し、例えば第2図のように
変位しても、その変位に応動してジヨイントホルダー3
を確実に支持部材2上に保持することができる。
Next, a joint holder 3 is held on each of these supporting members 2. The holder 3 has cover material locking parts 31 bent diagonally downward at both ends, usually 5011xn~60.
This is a short metal member with a diameter of 1.0 mm, and is supported on the support member 2 by an elastic holding member 11 made of an elastic body such as a metal spring material. The elastic holding member 11 has a central protrusion 11m.
Wing piece parts 11b are formed by bending them into a W-shaped cross section on both sides of the joint holder 3, and the central protruding part 11a is formed on the central bottom part 3 of the joint holder 3.
It is integrally fixed to the holder 3 by welding with screws at e. Note that working holes 3b and lie are bored in the wing portions 11b of the holder 3 and the holding member 11, respectively. When installing the joint holder 3 on the support member 2, press the center part downward from above the airtight material 6 at the upper end of the support member 2, pass a jig q such as a screwdriver through the hole 3b, and insert the tip of the joint holder 3 into the support member 2. hole 11
c, the wing portions 11b of the holding member 11 at both ends are expanded at the lower part of the locking protrusion 8 of the support member 2, and the blade portions 11b of the holding member 11 at both ends are expanded to be locked in the locking groove portion 9. The joint holder 3 is mounted and held on the support member 2 in a manner that cannot be removed. Since the holding member 11 is an elastic body, even if the supporting members 2.2 approach or separate from each other vertically or horizontally due to earthquake forces, for example, as shown in FIG. Into holder 3
can be reliably held on the support member 2.

なお、弾性保持部材11とジヨイントホルダー3とは直
接にビス又は溶接により固着する態様に限定されない。
Note that the elastic holding member 11 and the joint holder 3 are not limited to being directly fixed together by screws or welding.

例えば第4図に示すように、W形弾性保持部材11′の
中央突部の頂部11′a中央部から挿通したネジ14を
弾性保持部材11の頂部の孔を通して上記ネジ止め部材
13に止着する構成であってもよい。また、弾性保持部
材11とジヨイントホルダー3は必ずしも上記のように
別体として構成される必要はない。例えば第5図のよう
に、板状の金属の弾性体の両端に係止部a l tを設
けたジヨイントホルダー3′とW形の弾性保持部材1,
1′を一体形成する構成であってもよい。なおまた、弾
性保持部材11’は上記のような垂直方向に波形を形成
したものでなくとも、第6図の弾性保持部材11“のよ
うな水平方向に波形を形成したものであってもよい。こ
の場合弾性保持部材11’の下部を絞り形状とし、中央
部を両側から上下交互に打抜いて挿通孔11“息を形成
し、導孔11“aにボルト又はネジ(図示せず)を挿通
して止着すれば十分である。11”bけ支持部材2への
係止部である。
For example, as shown in FIG. 4, a screw 14 inserted from the center of the top 11'a of the central protrusion of the W-shaped elastic holding member 11' is fixed to the screw fixing member 13 through the hole at the top of the elastic holding member 11. The configuration may be such that Further, the elastic holding member 11 and the joint holder 3 do not necessarily need to be constructed as separate bodies as described above. For example, as shown in FIG. 5, a joint holder 3' having locking parts alt at both ends of a plate-shaped metal elastic body, a W-shaped elastic holding member 1,
1' may be integrally formed. Furthermore, the elastic holding member 11' does not have to have a waveform formed in the vertical direction as described above, but may have a waveform formed in the horizontal direction like the elastic holding member 11'' shown in FIG. In this case, the lower part of the elastic holding member 11' is made into a drawn shape, the center part is punched out from both sides alternately up and down to form the insertion hole 11'a, and a bolt or screw (not shown) is inserted into the guide hole 11'a. It is sufficient to insert it and fix it. It is a latching part to the 11"b support member 2.

次に、第3図は保持部材が非弾性金属とスプリング材と
を組合せて構成された例を示すもので、仁の保持部材2
1株、係合部材211とこの係合部材21mの中央孔に
挿通した連結!ff21bとこの連結杆21bの下端に
取付けられたスプリング21cとから構成され、このス
プリング21eにより弾性を備えるものである。上記保
持部材21をジヨイントホルダー3に取付けるときは連
結杆21bの上端部を該ホルダー3の中央部に穿った挿
通孔15に抜出不可能に遊嵌させ、保合部材21mを押
し回して支持部材2′の係止突縁8に係合させればよい
。この場合も、スプリングの作用によシジョイントホル
ダー3は保持部材21に引き寄せられて支持部材2の上
に確実に架設保持され、支持部材2′、2′の上下動及
び左右動のいかなる方向の変化にも対応できる。このた
め、建造物の接近、離隔の変位を吸収できる。
Next, FIG. 3 shows an example in which the holding member is constructed by combining an inelastic metal and a spring material.
1 piece, connection inserted through the center hole of the engaging member 211 and this engaging member 21m! ff 21b and a spring 21c attached to the lower end of the connecting rod 21b, and is provided with elasticity by the spring 21e. When attaching the holding member 21 to the joint holder 3, the upper end of the connecting rod 21b is loosely fitted into the insertion hole 15 bored in the center of the holder 3 so that it cannot be pulled out, and the holding member 21m is pushed around. It may be engaged with the locking protrusion 8 of the support member 2'. In this case as well, the joint holder 3 is drawn to the holding member 21 by the action of the spring and is securely held on top of the supporting member 2. Able to respond to change. Therefore, it is possible to absorb the displacement of buildings approaching and separating.

上記構成のジヨイントホルダー3は通常の場合は立上シ
躯体1に沿って約1m間隔で支持部材2上に取付ければ
十分であり、その取付けもネジ等を用いないので容易迅
速に行なうことができる。これらジヨイントホルダー3
上には長尺のカバー材4が覆滅されている。カバー材4
はアルミニウム又はその合金あるいは各種の金属から構
成され、中央がわずかに屋根形に傾斜し、 ジヨイント
ホルダー3と略同幅で、両端に垂下縁4aを備え、該垂
下縁4aの下端は内側に屈曲して係止受は部4bを形成
している。
In normal cases, it is sufficient for the joint holder 3 having the above structure to be mounted on the support member 2 at intervals of about 1 m along the standing frame 1, and the mounting can be done easily and quickly since no screws or the like are used. I can do it. These joint holders 3
A long cover material 4 is covered on top. Cover material 4
is made of aluminum, its alloy, or various metals, has a slightly roof-shaped center, has approximately the same width as the joint holder 3, and has hanging edges 4a at both ends, with the lower ends of the hanging edges 4a facing inward. The bent locking receiver forms a portion 4b.

上記カバー材4をジヨイントホルダー3に取付けるとき
は、カバー材4をジヨイントホルダー3の上方から圧下
すればよい。このときカバー材4の垂下縁4aはジヨイ
ントホルダ−30係止部3aに沿って下がり、下端部の
係止受は部4bに係止部3aの下端部が弾発状に係止し
てカバー材4はジヨイントホルダー3に穂嵌される。
When attaching the cover material 4 to the joint holder 3, the cover material 4 may be rolled down from above the joint holder 3. At this time, the hanging edge 4a of the cover material 4 goes down along the locking part 3a of the joint holder 30, and the lower end of the locking part 3a is elastically locked in the part 4b of the locking receiver at the lower end, and the cover material 4 is fitted into the joint holder 3.

なお、このカバー材4の垂下縁4aの下端内側に鋸歯状
の凹凸条pを形成しておくと、ジヨイントホルダ−30
係止部3aの下端角部とカバー材4の垂下縁4aの下端
の各凹凸条とは互いに小刻みに噛合状に接触するので、
両部材3.4は寸法に多少の誤差があっても、上記の適
当な凹凸条に係止できるので、係止に微調整が可能とな
シ、良好な係止を得ることができ、ガタつき等を生じな
いので好ましい。
Note that if a serrated groove p is formed on the inner side of the lower end of the hanging edge 4a of the cover material 4, the joint holder 30
The lower end corner of the locking portion 3a and the uneven stripes at the lower end of the hanging edge 4a of the cover material 4 contact each other in a bit-by-bit manner, so that
Even if there is some error in the dimensions of both members 3 and 4, they can be locked to the appropriate uneven stripes mentioned above, so the locking can be finely adjusted, good locking can be obtained, and there is no play. This is preferable because it does not cause sticking or the like.

上記のように近接する建造物躯体間にエキスパンション
・ジヨイント装置Bを設けると、立上り躯体1.1間の
間隙αはカバー材で覆われるので、上記間隙α内に雨水
が流下進入するのを防止できる。また、カバー材4の上
面部及び側面部には取付はネジ等が現われないので、雨
仕舞が良好で、簡素ながら外観美麗である。また、支持
部材2の嵌合溝7に嵌着させた気密材6はカバー材4の
裏面に密着するので、カバー材4の下部から風雨が吹上
がってきてもこの気密材6によって躯体1.1間への吹
込みは防止される。なお、雨水は縦設されているカバー
材4や支持部材2の継目等かられずかながら躯体1.1
11ifiK進入することがあるので、支持部材間下部
に止水板16を嵌着し、この止水板16上に雨水を落し
て躯体の外に排出させている。
When the expansion joint device B is installed between adjacent building frames as described above, the gap α between the rising frames 1.1 is covered with a cover material, thereby preventing rainwater from flowing down into the gap α. can. Furthermore, since there are no screws or the like to attach the cover material 4 to the top and side surfaces thereof, it is well protected from rain and has a simple yet beautiful appearance. Moreover, since the airtight material 6 fitted into the fitting groove 7 of the support member 2 is in close contact with the back surface of the cover material 4, even if wind and rain blow up from the lower part of the cover material 4, the airtight material 6 protects the frame 1. Blow into the room is prevented. In addition, rainwater does not flow through the joints of the vertically installed cover material 4 or support member 2, but rather leaks into the frame 1.1.
11ifiK may enter the building frame, so a water stop plate 16 is fitted between the support members, and rainwater falls onto this water stop plate 16 to be discharged outside the frame.

止水板16はゴム、合成樹脂等の可撓性部材から構成さ
れ、両側部には凹凸を形成した膨突部16&を備えてい
る。この膨突部16aを支持部材2の止水板嵌着#11
10内に嵌着する。止水板16の中央部は両躯体1.1
間に谷形に垂れ下り、その底部で進入してきた雨水を受
け、躯体外に導くことができる。
The water stop plate 16 is made of a flexible member such as rubber or synthetic resin, and is provided with swollen protrusions 16 & having unevenness formed on both sides. This swollen protrusion 16a is attached to the waterstop plate #11 of the support member 2.
10. The center part of the water stop plate 16 is located on both frames 1.1.
It hangs down in a valley shape in between, and can catch rainwater that has entered the structure at its bottom and guide it out of the structure.

上記図示例においては、雨水はカバー材4の側端部から
立上シ躯体1の天部1cに落下する。
In the example illustrated above, rainwater falls from the side end portions of the cover material 4 onto the top portion 1c of the standing frame 1.

このとき、該躯体1.1の天端部には防護壁状に支持部
材が立設されているので、上記大部に落下した雨は支持
部材2とは反対側の天端部から流下する1、なおこの場
合、雨水の流下を促進するため上記躯体1の天部1eK
勾配を設けて排水を促すのが好ましい。しかし、好まし
くは図示のように、上記カバー材4の下部に水切笠木1
7を配設すると、雨水の処理を一層確実にすることがで
きる。
At this time, since a support member is erected in the form of a protective wall at the top end of the frame 1.1, the rain that falls on the above part flows down from the top end on the opposite side from the support member 2. 1. In this case, in order to promote the flow of rainwater, the top part 1eK of the above-mentioned frame 1 is
It is preferable to provide a slope to encourage drainage. However, preferably, as shown in the figure, a drain cap 1 is provided at the bottom of the cover material 4.
7, rainwater can be treated more reliably.

すなわち、カバー材4の端部下方の立上シ躯体1上には
長尺の水切笠木17が取付けられ、カバー材の端部から
垂れ落ちた雨水を建造物躯体の内側に導いている。上記
水切笠木17は笠木ホルダー18と上記支持部材2に係
止固定されている。まず、笠木ホルダー18はアルミニ
ウム又は鉄等の金属から構成され、通常の場合上記カバ
ー材ホルダー4と同じく長さ50nm〜60nmの短尺
部材で、水平固定片18mとこの水平固定片181Lの
一端部に直角より大きい鈍角に曲成した係止片18bと
を備え、上記固定片181の中間部上方には笠木受は突
条18eが形成されている。上記水平固定片18mの遊
端部は支持部材2の固定縁21上に安定に重合され、支
持部材2とともにネジで同時に止着固定されている。な
おこの場合、固定片18aのネジ挿通孔18dは長孔と
して形成されているので、固定縁2aとの重合状態をず
らすことKよって立上)躯体1の幅に応じて適宜支持部
材2と笠木ホルダー18とによって形成される笠木装着
幅を調整することができる。したがって、立上シ躯体1
の天部幅が異なる毎にその幅に対応する輪のホルダーを
備える必要がない。水切笠木17はアルミニウム等の金
属から成る長尺部材で、その−細端には先端が屈曲する
起立部17mが形成される一方、他側端部には垂下部1
7bが形成され、この垂下部17bの下端部内側には係
止受は部17cが屈曲形成されている4、上記起立部1
7mは支持部材2の水切部材係合溝12内に係合される
とともに、他方の垂下部17bの係止受は部17cは笠
木ホルダーの係止片isbに係止してホルダー18に覆
滅されている。このように構成すると、カバー材40側
端部から流下した雨水は水切笠木17上に落ち、さらに
傾斜した上面部に沿って流れ、立上シ躯体1の内側に導
かれるので、立上シ躯体1の雨仕舞は一層向上する。
That is, a long draining cap 17 is attached to the standing building frame 1 below the end of the cover material 4, and guides rainwater dripping from the end of the cover material to the inside of the building frame. The drain cap 17 is locked and fixed to the cap holder 18 and the support member 2. First, the Kasagi holder 18 is made of metal such as aluminum or iron, and is normally a short member with a length of 50 nm to 60 nm, like the cover material holder 4. The locking piece 18b is curved at an obtuse angle larger than a right angle, and a protrusion 18e is formed above the intermediate portion of the fixed piece 181. The free end of the horizontal fixing piece 18m is stably superimposed on the fixing edge 21 of the support member 2, and is fastened together with the support member 2 by screws. In this case, since the screw insertion hole 18d of the fixed piece 18a is formed as an elongated hole, it is possible to shift the overlapping state with the fixed edge 2a (upright) depending on the width of the frame 1, and connect the support member 2 and the cap as appropriate. The Kasagi installation width formed by the holder 18 can be adjusted. Therefore, the stand-up frame 1
There is no need to provide a ring holder corresponding to each width of the top of the device. The Mizukiri Kasagi 17 is a long member made of metal such as aluminum, and has an upright part 17m with a bent tip at its narrow end, and a hanging part 1 at the other end.
7b is formed, and a locking portion 17c is bent inside the lower end of this hanging portion 17b.
7m is engaged in the drainage member engagement groove 12 of the support member 2, and the locking receiver of the other hanging portion 17b is locked with the locking piece isb of the Kasagi holder and is overturned by the holder 18. ing. With this configuration, rainwater flowing down from the side edge of the cover material 40 falls on the draining cap 17, further flows along the sloping upper surface, and is guided inside the stand-up frame 1, so that the rise-up frame 1's rain performance will further improve.

なお、水切笠木17の起立部17aを支持部材2の係止
溝12に係止させる場合、第3図のように、これら部材
17’、2’にそれぞれ係合凸部17’dと係合凹部1
2aを形成して、確実に係止させるのが好ましい。この
とき、水切笠木17の係合凸部17′d上に屈曲部を形
成し、上記凹凸部iza、i7’aの係止部の上部に空
気室20を形成しておくと、上記係止部から雨水が吹込
んでもその吹込み圧は空気室20で減圧されてしまい、
雨水が水切笠木17′の裏側に進入することなく流れ落
ちてしまうので、一層好ましい。また、水切笠木17の
垂下部17bの下端裏面にも凹凸条を形成しておくと、
笠木ホルダー18又は水切笠木17に寸法誤差があって
も両者は噛合状に確実に保合できるので好ましい、。
In addition, when the standing portion 17a of the water-cutting cap 17 is to be locked in the locking groove 12 of the support member 2, as shown in FIG. Recess 1
2a is preferably formed to ensure secure locking. At this time, if a bent part is formed on the engaging convex part 17'd of the water-cutting cap 17, and an air chamber 20 is formed above the engaging part of the uneven parts iza and i7'a, the above-mentioned engaging Even if rainwater blows in from the air chamber 20, the blowing pressure will be reduced in the air chamber 20.
This is more preferable because rainwater flows down without entering the back side of the draining cap 17'. Furthermore, if uneven stripes are formed on the back surface of the lower end of the hanging portion 17b of the water-cutting cap 17,
This is preferable because even if there is a dimensional error in the cap holder 18 or the drain cap 17, the two can be reliably held in an interlocking state.

なおまた、上記には支持部材2に対し笠木ホルダー18
が幅調整自在に取付けられる例について示したが、笠木
ホルダーは必ずしも上記のように取付ける必要社ない。
Furthermore, in the above, the Kasagi holder 18 is attached to the support member 2.
Although we have shown an example in which the Kasagi holder is attached so that its width can be adjusted freely, the Kasagi holder does not necessarily need to be attached as described above.

例えば第3図のように笠木ホルダー28の水平片28a
の遊端部に固定縁嵌合溝29を形成し、この嵌合溝29
に支持部材2′の固定縁2/ aを嵌合し、該固定縁2
′mの上方から笠木ホルダー28とともに直接ネジで立
上り躯体1に止着固定し、あるいは固定縁2’ aの上
からさらに押え材30を当て、この押え材30の上から
ネジで止着することによシ、支持部材2を笠木ホルダー
28を介して立上り躯体1上に固定してもよい。なお、
上記嵌合溝29はアリ溝であって屯よい。
For example, as shown in FIG. 3, the horizontal piece 28a of the Kasagi holder 28
A fixed edge fitting groove 29 is formed at the free end of the fitting groove 29.
The fixed edge 2/a of the support member 2' is fitted into the
`` m with the Kasagi holder 28 directly fixed to the standing frame 1 with screws, or further apply a presser 30 from above the fixed edge 2' a and fix with screws from above this presser 30. Alternatively, the support member 2 may be fixed on the upright frame 1 via the Kasagi holder 28. In addition,
The fitting groove 29 may be a dovetail groove.

上述のようにカバー材を係止固定するジヨイントホルダ
ーは弾性を備える保持部材を介して立上り躯体の支持部
材上に架設されるので、建造物躯体が地震時の震動よシ
接近又は離隔してもこの変動は保持部材の弾性部分に吸
収されてしまい、ジヨイントホルダーは常に安全に支持
部材上に保持される。しかも、ジヨイントホルダーは取
付けにおいてもネジ等を用いることなく係止固定できる
ので、上記エキスパンション−ジヨイント装置は施工性
に優れる。さらにカバー材はジヨイントホルダー上に覆
滅されているだけで、その表面にはネジ孔等が設けられ
ていない。このため雨仕舞が良く、外観も良好である。
As mentioned above, the joint holder that locks and fixes the cover material is installed on the support member of the building frame through the elastic holding member, so that the building frame can move closer or further away from each other due to vibrations during an earthquake. However, this fluctuation is absorbed by the elastic portion of the holding member, and the joint holder is always safely held on the supporting member. Moreover, since the joint holder can be locked and fixed without using screws or the like during installation, the expansion-joint device has excellent workability. Furthermore, the cover material is simply covered over the joint holder, and no screw holes or the like are provided on its surface. For this reason, it has good rain protection and a good appearance.

以上詳しく説明したように、本発明のエキスパンション
・ジヨイント装置によれば近接する躯体間のいかなる方
向の変位にも十分に対応でき、常に装置を安定に保つこ
とができるほか、雨仕舞が良好で、しかも施工性に優れ
るので非常に有用である。
As explained in detail above, the expansion joint device of the present invention can sufficiently cope with displacement in any direction between adjacent building blocks, keep the device stable at all times, and has good rain protection. Moreover, it is very useful because it has excellent workability.

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

第1図は本発明に係るエキスパンション・ジヨイント装
置の一実施例を示す縦断面図、第2図は建造物躯体が変
位した場合の例を示す上記装置の縦断面図、第3図は上
記エキスパンション・ジヨイント装置の他の例を示す縦
断面図であシ、第4図、第5図及び第6図はそれぞれ上
記エキスパンション−ジヨイント装置のジヨイントホル
ダーの他の例を示す説明図である。 符 号 A、A’ ・・1建造物 B・・・エキスパンション−ジヨイント装置1・・・立
上り躯体 1a・・・防水シート lb・・・コーキングシール材 le・・・大部 2.2′ ・・・支持部材 2’a、2a・・・固定縁 2b・・・支持縁 符 号 3.3′・・・ジヨイントホルダー3a・・・
係止部 3c・・・中央底部3b、lie・・・作用孔 4・・・カバー材  4a・・・垂下縁4b、17e・
・・係止受は部 6・・・気密材   7・・・嵌合溝 8・・・係止突縁  9・・・係止溝部10・・・止水
板嵌着溝 11.11’、11“、21@・・保持部材11a・・
・突出部 11′畠・・串頂部11“a・・串柿通孔 
11b・・・翼片部11’b・・・腹部  11“b・
・・係止部12・・・笠木係合溝 12m・・・係合凹部 13・・・ネジ止め部材 1411・・ネジ15・・・
挿通孔  16−・・止水板i6m・・・膨突部 17.17′・・・水切笠木 17&・・・起立部 17b・・・垂下部17′d・・
e係合凸部 符 号 18.28・―・笠木ホルダー18a・・・固
定片 18b・・・係止片18c・・・笠木受は突条 18d・・・ネジ挿通孔 20・・・空気室 21a・・・係合部材 21b・・・連結杆 21c・−・スプリング 28a−−・水平片 29・・・嵌合溝(アリ溝) 30・・・押え材 特許出願人 理研軽金属工業株式会社 代理人弁理士瀬川幹夫
FIG. 1 is a longitudinal cross-sectional view showing one embodiment of the expansion joint device according to the present invention, FIG. 2 is a longitudinal cross-sectional view of the device showing an example when a building frame is displaced, and FIG. 3 is a longitudinal cross-sectional view of the expansion joint device according to the present invention. - A vertical sectional view showing another example of the joint device; FIGS. 4, 5, and 6 are explanatory diagrams showing other examples of the joint holder of the expansion joint device. Code A, A'...1 Building B...Expansion-joint device 1...Rising frame 1a...Waterproof sheet lb...Caulking seal material le...Large part 2.2'...・Support members 2'a, 2a...Fixed edge 2b...Support edge code 3.3'...Joint holder 3a...
Locking part 3c... Central bottom part 3b, lie... Working hole 4... Cover material 4a... Hanging edge 4b, 17e.
...The locking receiver is part 6...Airtight material 7...Fitting groove 8...Latching protrusion 9...Latching groove portion 10...Water stop plate fitting groove 11.11', 11", 21@... Holding member 11a...
・Protrusion part 11'a...Skewer top part 11''a...Kushikaki through hole
11b...wing part 11'b...abdomen 11''b・
...Locking part 12...Kasagi engagement groove 12m...Engagement recess 13...Screw fixing member 1411...Screw 15...
Insertion hole 16-...Water stop plate i6m...Swelling part 17.17'...Mizukiri cap 17&...Rising part 17b...Drooping part 17'd...
e Engaging convex part code 18.28... Kasagi holder 18a... Fixing piece 18b... Locking piece 18c... Kasagi holder has protrusion 18d... Screw insertion hole 20... Air chamber 21a...Engaging member 21b...Connecting rod 21c--Spring 28a--Horizontal piece 29...Fitting groove (dovetail groove) 30...Pressing material patent applicant Riken Light Metal Industry Co., Ltd. agent Patent attorney Mikio Segawa

Claims (1)

【特許請求の範囲】[Claims] 近接する建造物の立上シ躯体の天端部にそれぞれ支持部
材を形成するとともに、これら支持部材に弾性を有する
保持部材を介してジヨイントホルダーを架設保持させ、
さらにこのジヨイントホルダーにカバー材を係止固定し
たことを%黴・トスるエキスパンション・ジヨイント装
置。
Supporting members are formed at the top ends of the standing frames of adjacent buildings, and joint holders are constructed and held on these supporting members via elastic holding members,
In addition, there is an expansion joint device that removes mold from the cover material that is secured and fixed to this joint holder.
JP10667181A 1981-07-07 1981-07-07 Expansion joint apparatus Granted JPS5811245A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10667181A JPS5811245A (en) 1981-07-07 1981-07-07 Expansion joint apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10667181A JPS5811245A (en) 1981-07-07 1981-07-07 Expansion joint apparatus

Publications (2)

Publication Number Publication Date
JPS5811245A true JPS5811245A (en) 1983-01-22
JPH0112895B2 JPH0112895B2 (en) 1989-03-02

Family

ID=14439532

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10667181A Granted JPS5811245A (en) 1981-07-07 1981-07-07 Expansion joint apparatus

Country Status (1)

Country Link
JP (1) JPS5811245A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58179316U (en) * 1982-05-26 1983-11-30 有限会社建秀サツシ expansion joint cover
JPS61200237A (en) * 1985-02-28 1986-09-04 株式会社日本アルミ Joint apparatus for building
JPS61266753A (en) * 1985-05-18 1986-11-26 大松 敏一 Expansion joint apparatus
JPH0594406U (en) * 1992-12-22 1993-12-24 敏一 大松 Expansion joint for roof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55156139U (en) * 1979-04-26 1980-11-10

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55156139U (en) * 1979-04-26 1980-11-10

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58179316U (en) * 1982-05-26 1983-11-30 有限会社建秀サツシ expansion joint cover
JPS61200237A (en) * 1985-02-28 1986-09-04 株式会社日本アルミ Joint apparatus for building
JPH0520533B2 (en) * 1985-02-28 1993-03-19 Nippon Arumi Kk
JPS61266753A (en) * 1985-05-18 1986-11-26 大松 敏一 Expansion joint apparatus
JPH0594406U (en) * 1992-12-22 1993-12-24 敏一 大松 Expansion joint for roof

Also Published As

Publication number Publication date
JPH0112895B2 (en) 1989-03-02

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