JPS6114342A - Expansion joint - Google Patents

Expansion joint

Info

Publication number
JPS6114342A
JPS6114342A JP13490684A JP13490684A JPS6114342A JP S6114342 A JPS6114342 A JP S6114342A JP 13490684 A JP13490684 A JP 13490684A JP 13490684 A JP13490684 A JP 13490684A JP S6114342 A JPS6114342 A JP S6114342A
Authority
JP
Japan
Prior art keywords
cover
gap
expansion joint
members
building
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP13490684A
Other languages
Japanese (ja)
Other versions
JPH0311337B2 (en
Inventor
嶋 芳正
誠 鈴木
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 JP13490684A priority Critical patent/JPS6114342A/en
Publication of JPS6114342A publication Critical patent/JPS6114342A/en
Publication of JPH0311337B2 publication Critical patent/JPH0311337B2/ja
Granted legal-status Critical Current

Links

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】 本発明は一定の間隔をおいて相対向する建築物躯体間の
間隙の目地内に耐火性、耐熱性を備えた柔軟で伸縮可能
な保護部材を配設して成るエキスパンションジヨイント
に関する。
[Detailed Description of the Invention] The present invention comprises a fire-resistant, heat-resistant, flexible and expandable protective member disposed within the joint between building frames that face each other at a certain interval. Regarding expansion joints.

一般に、この種のエキスパンションジヨイントには、相
対向する建築物躯体の間隙の表裏部に支持部材を介して
カバー部材を取付けて上記間隙を覆うとともに、この建
築物躯体間の間隙の目地内に雨水や、塵、はこり等が侵
入するのを防止するための保護部材を配設した構成のも
のがある。しかしながら、この保護部材は従来は発泡ス
チロール等のように合成樹脂、または合成ゴムなどの素
材によって形成されているために高温、高熱によって溶
解し易く、したがって、火災時等にこの間隙からの煙等
の侵入を防止することは不可能であった。
Generally, in this type of expansion joint, a cover member is attached to the front and back sides of the gap between opposing building frames via support members to cover the gap, and also to cover the gap between the building frames. Some devices are equipped with a protective member to prevent rainwater, dust, debris, etc. from entering. However, since this protective member has conventionally been made of materials such as synthetic resin such as styrofoam or synthetic rubber, it is easily melted by high temperatures, and therefore smoke, etc. can escape from this gap in the event of a fire. It was impossible to prevent the invasion.

本発明は上記欠点を解決の観点に鑑みてなされたもので
あって、特に、火災時等に外部から建築物躯体間の間隙
から躯体内に火炎、煙等が侵入することを阻止し、建築
物の延焼を防ぎ、身体に対する危険を防止することので
きるエキスパンションジヨイントを提案することを目的
とする。
The present invention has been made in view of solving the above-mentioned drawbacks, and is particularly designed to prevent flames, smoke, etc. from entering the building frame from the outside through gaps between the building frames in the event of a fire, etc. The purpose is to propose an expansion joint that can prevent the spread of fire to objects and prevent danger to the body.

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.

図において、符号l、1は建築物躯体を示し、この建築
物躯体1.1は例えば壁と壁、床と床等のように互いに
対向し、その間に一定の間隙Sの目地内にその長手方向
に沿って保護部材2が配設されている。
In the figure, the reference numeral 1,1 indicates a building frame, and this building frame 1.1 is arranged facing each other, for example, wall to wall, floor to floor, etc., and the longitudinal sides of the building frame 1.1 are arranged within joints with a certain gap S between them. Protective members 2 are arranged along the direction.

−1−記保護部材2は耐火性、耐熱性を備える柔軟で伸
縮可能な素材によって形成されてl、Nる。
-1- The protection member 2 is made of a flexible and stretchable material that has fire resistance and heat resistance.

すなわち、この保護部材2はファインフレ1.クスバル
クファイバーおよび超耐熱繊維アルミナファイバーに少
量の有機バインダーを加えて形成されたもので、柔軟性
に富み、耐火、耐熱性に優れている。保護部材2を躯体
間隙S内に配設するにあたっては、まず柔軟な保護部材
2が取付は後に変形しないように、第4図(a)(b)
4こ示すように、その内部に等間隔をもって補強ピン3
.3.3壷・・を一体に埋設し、さらに、取付けを楽に
できるように、予め圧縮/<ンド4.4・・・を保護部
材2の周囲に一定の間隔で縛りつけ、この圧縮バンド4
.4によって保護部材を圧縮された状態に維持する。そ
して、保護部材2を建築物躯体l、1間の間隙Sに配置
したのちこの保護部材2の周囲に巻着されている圧縮バ
ンド4.4・・・をはさみを用いて切断すれば、保護部
材2はその伸縮性により圧縮状態が解除されて膨張し、
これによって、この間隙Sに上記保護部材2が強固に取
着することができる。上記の場合、上記建築物躯体l、
1の側面及び保護部材2の両側にそれぞれ接着材を塗布
しておけば一層その固定状態が確実になる。
That is, this protective member 2 has a fine flare 1. It is made by adding a small amount of organic binder to bulk fiber and super heat-resistant alumina fiber, and is highly flexible and has excellent fire and heat resistance. When installing the protective member 2 in the frame gap S, first, the flexible protective member 2 should be installed in a manner that prevents it from being deformed after installation, as shown in FIGS. 4(a) and (b).
4 As shown here, reinforcing pins 3 are placed at equal intervals inside the
.. 3.3 jar... are buried together, and in order to make installation easier, compressed bands 4.4... are tied in advance around the protective member 2 at regular intervals, and this compressed band 4.
.. 4 to maintain the protective member in a compressed state. Then, after placing the protective member 2 in the gap S between the building frames l and 1, the compression band 4.4 wrapped around the protective member 2 is cut using scissors to protect the Due to its elasticity, the compressed state of the member 2 is released and the member 2 expands.
Thereby, the protection member 2 can be firmly attached to this gap S. In the above case, the building frame l,
1 and both sides of the protective member 2, the fixing state becomes even more reliable.

次に、上記保護部材2および接着材の成分、性能の一例
を下記の通り表−1、及び表−2で示す。
Next, examples of the components and performance of the protective member 2 and the adhesive are shown in Tables 1 and 2 below.

表−1 保護部材 最高使用温度     1200℃ 少      度        0.1f3g/cm
’線収縮率(1100°Q)   1.2%(1200
℃)2.0% (800℃)    0.18kcal/m h  ’
0熱伝導率(1000℃)   0.25kcal/m
 h  ’C(1200℃)   0.33kcal/
m h  ”C(、、化学組成(Al2O,)    
50〜70%(S 1o2)     50〜30%表
−2 接着剤 最高使用温度 1400’(:! 比重(ペースト状)1.8 化  学  成  分   A1□0.:50%S+0
.:45% 上記表−1の保護部材、表−2の接着剤はあくまでも一
例であって、最高使用温度が変化すればそれに対応して
その化学組成及び化学成分−の配合も自ずと相違するこ
とは言うまでもない。
Table-1 Maximum operating temperature of protective member 1200℃ Low 0.1f3g/cm
'Linear shrinkage rate (1100°Q) 1.2% (1200
℃) 2.0% (800℃) 0.18kcal/m h'
0 Thermal conductivity (1000℃) 0.25kcal/m
h'C (1200℃) 0.33kcal/
m h ”C(,, chemical composition (Al2O,)
50-70% (S 1o2) 50-30% Table-2 Adhesive maximum operating temperature 1400' (:! Specific gravity (paste) 1.8 Chemical component A1□0.:50%S+0
.. :45% The protective member in Table 1 and the adhesive in Table 2 above are just examples, and if the maximum operating temperature changes, the chemical composition and composition of the chemical components will naturally change accordingly. Needless to say.

上記建築物躯体1.1間には間隙Sを内外から覆うエキ
スパンションジョイン)Aが配設されている。このエキ
スパンションジヨイントAはこの建築物躯体1,1間の
対向端部1a、1aの内外の表面部長子方向に沿って固
定される支持部材6.6及び7上に設けられている。
An expansion joint (A) that covers the gap S from the inside and outside is provided between the building frames 1.1. This expansion joint A is provided on support members 6, 6 and 7 which are fixed along the longitudinal direction of the inner and outer surfaces of the opposing ends 1a, 1a between the building frames 1,1.

支持部材6.6は長尺の型材、支持部材7は短尺の型材
によって形成されており、一方の支持部材6.6はボル
ト等の止着手段によって端面外側の表面部に固定される
とともに、それぞれ止水板嵌着溝8.8及びバネ部材保
合部9.9が一体に形成されている。また、他方の支持
部材7はボルト等の止着手段によって端面内側の表面部
に固定されている。そして、この支持部材7の先端部7
bは逆U字状を有するとともに、その側面に鋸歯状の係
止面7aが刻設されている。なお、エキスパンションジ
ヨイントを建築物躯体1.lの内外の表面部に設けても
よい。また、エキスパンションジヨイントは大隅部の間
隔に設けるものであってもよい。
The support member 6.6 is formed of a long shape material, and the support member 7 is formed of a short shape material, and one of the support members 6.6 is fixed to the outer surface of the end surface by a fastening means such as a bolt. A water stop plate fitting groove 8.8 and a spring member retaining portion 9.9 are each integrally formed. Further, the other support member 7 is fixed to the inner surface portion of the end face by fastening means such as bolts. The tip end 7 of this support member 7
b has an inverted U-shape, and a sawtooth locking surface 7a is carved on the side surface thereof. Please note that the expansion joint is 1. It may be provided on the inner and outer surfaces of l. Furthermore, the expansion joints may be provided at intervals between the large corners.

次に、上記支持部材6.6及び7にカバー部材10.1
1が配設され、建築物躯体1.1間の間隙Sを内外から
覆っている。まず、外側のカバー部材10は長尺のステ
ンレス材から成り、カバー材用ホルダー14の両側傾斜
片14a 、 14aにその両側折曲係合縁17.17
を係合することにより取着されている。カバー材用ホル
ダー14はバネ部材12にビス13をもって固定された
短尺の部材で、バネ部材12の両端を支持部材6.6の
バネ部材保合部9.9に係合することによって複数個一
定の間隔をおいて取付けられている。そして、上記バネ
部材12の下方には合成樹脂、合成ゴム等から成る止水
板15及びステンレス製、スチール製等の防炎、防煙材
16がそれぞれ配設されている。また、この止水板15
の両端は上記止水板嵌着溝8.8に嵌合されており、板
状部材16の両端は上記支持部材6.6の底面に係合さ
れ、この支持部材6.6を建築物躯体1.1の外側表面
部にボルト等の止着手段によって固定すると同時に固定
される。なお、カバー部材lOの両端の係合縁1?、 
L?には気密材が取付けられている。上記カバー部材1
0はバネ部材12にビス13等をもって固定されたカバ
ー材用固定部材14に取着されたものであるから、両部
体l、1の相対的位置が変化しても、このカバー部材1
0はその変位に応動することができる。次に、内側カバ
ー部材11は建築物躯体1.1の一方の躯体1に形成さ
れた支持部材7の先端部18にこのカバー部材11の裏
面に設けた係合突縁19が嵌合されることにより取着さ
れる。この係合突縁18は上記先端部18の一側に設け
た鋸歯状の係止面20に係止されて抜脱することなく確
実に固定される。そして、上記カバー部材11の両側に
は気密材11b 、 llbが取付けられており、これ
によってその気密状態も確実に保持される。このカバー
部材11は一方の建築物躯体lに設けられた支持部材7
に固定されたものであるから、両部体1、■の相対向位
置が変化しても、カバー部材11はその変位に対応して
動作することができる。
Next, the cover member 10.1 is attached to the support members 6.6 and 7.
1 is disposed and covers the gap S between the building frames 1.1 from the inside and outside. First, the outer cover member 10 is made of a long stainless steel material, and has bent engagement edges 17 and 17 on both sides of the cover material holder 14 on both side inclined pieces 14a and 14a.
It is attached by engaging the The cover material holder 14 is a short member fixed to the spring member 12 with screws 13, and a plurality of cover material holders are fixed at a fixed length by engaging both ends of the spring member 12 with the spring member retaining portions 9.9 of the support member 6.6. They are installed at intervals of . Further, below the spring member 12, a water stop plate 15 made of synthetic resin, synthetic rubber, etc., and a flameproof/smokeproof material 16 made of stainless steel, steel, etc. are arranged, respectively. In addition, this water stop plate 15
Both ends of the plate member 16 are fitted into the water stop plate fitting grooves 8.8, and both ends of the plate member 16 are engaged with the bottom surface of the support member 6.6, and the support member 6.6 is attached to the building frame. 1. It is fixed at the same time as it is fixed to the outer surface of 1 by means of fixing means such as bolts. In addition, the engaging edges 1 at both ends of the cover member lO? ,
L? is fitted with airtight material. The above cover member 1
0 is attached to the cover material fixing member 14 that is fixed to the spring member 12 with screws 13, etc., so even if the relative positions of both parts l and 1 change, this cover member 1
0 can react to that displacement. Next, the inner cover member 11 has an engaging protrusion 19 provided on the back surface of the cover member 11 that is fitted into the tip 18 of the support member 7 formed on one of the building frames 1.1. It is attached by this. The engagement protrusion 18 is engaged with a sawtooth engagement surface 20 provided on one side of the distal end portion 18, and is securely fixed without coming off. Airtight members 11b and llb are attached to both sides of the cover member 11, thereby ensuring that the airtight state is maintained. This cover member 11 is a support member 7 provided on one building frame l.
Therefore, even if the relative positions of both parts 1 and (2) change, the cover member 11 can move in response to the displacement.

上述のようにエキスパンションジヨイントAによれば、
建築物躯体1.1間の間隙Sに支持部材6.6及び7を
介して取着されているので、震動、不同法下等のために
この躯体l、1の端部に変形を生じてもその機能が損な
われるようなことがない。また、上記躯体1.1間の間
隙Sにはその長手方向に沿って保護部材2がへ 配設されるとともに、この保護部材2はファインフレッ
クスバルクファイバーおよび超耐熱繊維アルミナファイ
バーに少量の有機バインダーを加えて形成された柔軟な
ものであるから、躯体間隙Sへの取着が容易、確実に行
なえるとともに、建築物躯体1.1が相対的に変位して
も充分に対応でき、しかも接着剤によって固定されてい
るので、取付強度が強固である。また、耐火、耐熱性を
備えているので、火災時等に煙、火炎に対する防護壁と
しての効果は非常に高い。さらに、ステンレス製、スチ
ール製等の防炎、防煙材16は高熱にも溶けにくく、防
煙、防炎効果を一層向上させることができる。
As mentioned above, according to expansion joint A,
Since it is attached to the gap S between the building frames 1.1 through the supporting members 6.6 and 7, the ends of the building frames 1.1 may be deformed due to vibrations, non-compliance laws, etc. The function will not be impaired. In addition, a protective member 2 is disposed along the longitudinal direction in the gap S between the above-mentioned frame bodies 1.1, and this protective member 2 is made of fine flex bulk fiber and super heat-resistant fiber alumina fiber with a small amount of organic binder. Since it is a flexible material formed by adding Since it is fixed with adhesive, the mounting strength is strong. Furthermore, since it is fire and heat resistant, it is highly effective as a protective wall against smoke and flames in the event of a fire. Furthermore, the flameproof and smokeproof material 16 made of stainless steel, steel, etc. is resistant to melting even under high heat, and can further improve smokeproofing and flameproofing effects.

次に、第2図はエキスパンションジヨイントの他の例を
示すもので、この例においては、建築物躯体1,1間の
間隙Sの長手方向に沿って上述と同様な素材の保護部材
2.2を二重に配設したものである。そして、この建築
物躯体l、1間には間隙Sを内外から覆うエキスパンシ
ョンジヨイントBが配設されている。このエキスパンシ
ョンジヨイントBは建築物躯体l、1間の対向端部1a
、1aの内外の表面部長生方向に沿って形成された支持
部材6a、6a、7a、7a上にバネ部材12a 、 
12aを介して取着されている。この支持部材6a、6
a、7a、7aはステンレス、型材等によって形成され
るとともに、その基端がボルト等の止着手段によりこの
躯体1.1の対向端部1a、1aの内外表面部に固定さ
れる。また、上記支持部材6a、6a、7a、7aの先
端には係止部15.15.15.15が形成されている
、。
Next, FIG. 2 shows another example of an expansion joint. In this example, a protective member 2 made of the same material as described above is formed along the longitudinal direction of the gap S between the building frames 1. 2 is arranged twice. An expansion joint B is provided between the building frames 1 and 1 to cover the gap S from the inside and outside. This expansion joint B is located at the opposite end 1a between the building frames 1 and 1.
, a spring member 12a on support members 6a, 6a, 7a, 7a formed along the growth direction of the inner and outer surfaces of 1a,
12a. These supporting members 6a, 6
a, 7a, 7a are formed of stainless steel, molded material, etc., and their base ends are fixed to the inner and outer surfaces of the opposite ends 1a, 1a of this frame 1.1 by fastening means such as bolts. Furthermore, locking portions 15.15.15.15 are formed at the tips of the support members 6a, 6a, 7a, and 7a.

次に、上記支持部材6a、6a、7a、7aにカバー部
材10a、llaが配設され、建築物躯体l、1間の間
隙Sを内外から覆っている。すなわち、このカバー部材
10a、llaは長尺の金属部材から成り、その裏面中
央に設けた係止突縁21.22には一定の間隔をおいて
複数のバネ部材12a、12aがその中央部に形成され
た係止受部23.23に係止されて係着されている。こ
の状態で、上記カバー部材10a、 llaを躯体間隙
S内に向けて押しつけ、バネ部材12a 、 12aの
両端の係止受部24.24.24.24を支持部材8a
、6a、7a、7aの係止部15.15.15.15に
係着することによって取着している。そして、このバネ
部材12a、12aの下方には金属製等の止水板15a
 、 15aが配設されるとともに、この止水板15a
 、 15aの両端は上記支持部材6a、6a、7a、
7aの底面に位置され、この支持部材6a、6a、7a
、7aを躯体1、■にボルト等の止着手段によって固定
するのと同時に固定される。なお、このカバー部材10
a、llaは支持部材6a、6a、7a、7aに係止さ
れたバネ部材12a 、 12aに取着されたものであ
るから、上記建築物躯体1,1の相対位置が変化しても
、このカバー部材10a、llaはその変位に十分に対
応することができる。
Next, cover members 10a, lla are arranged on the support members 6a, 6a, 7a, 7a, and cover the gap S between the building frames 1, 1 from the inside and outside. That is, the cover members 10a, lla are made of elongated metal members, and a plurality of spring members 12a, 12a are attached to the locking protrusions 21, 22 provided at the center of the back surface thereof at regular intervals. It is locked and locked in the formed locking receiving part 23.23. In this state, the cover members 10a, lla are pressed into the frame gap S, and the locking receivers 24.24.24.24 at both ends of the spring members 12a, 12a are connected to the support member 8a.
, 6a, 7a, and 7a by engaging with the locking portions 15.15.15.15. A water stop plate 15a made of metal or the like is provided below the spring members 12a, 12a.
, 15a are arranged, and this water stop plate 15a
, both ends of 15a are the support members 6a, 6a, 7a,
7a, and this support member 6a, 6a, 7a
, 7a are fixed to the frame 1, (2) at the same time as fixing means such as bolts. Note that this cover member 10
Since a and lla are attached to the spring members 12a and 12a that are locked to the support members 6a, 6a, 7a and 7a, even if the relative positions of the building frames 1 and 1 change, this The cover members 10a, lla can sufficiently accommodate the displacement.

また、建築物躯体1,1間の間隙S内には耐火、耐熱性
に優れる保護部材2.2が二重に配設されているので、
火災時等に外部から建築物躯体間の間隙から躯体内に火
炎、煙等が侵入することを有効に阻止し、建築物の延焼
を防ぎ、身体に対する危険を防止することができる。
In addition, since the protective members 2.2 with excellent fire resistance and heat resistance are arranged in a double layer in the gap S between the building frames 1 and 1,
In the event of a fire, it is possible to effectively prevent flames, smoke, etc. from entering the building frame from the outside through gaps between the building frames, prevent the spread of fire in the building, and prevent danger to the body.

更に、第3図はエキスパンションジヨイントの他の例を
示すもので、この例においては、建築物躯体1.1間の
間隙Sの長手方向に沿って配設した保護部材2′の両端
部を支持部材6C16cの底面に係合して、この支持部
材6C16Cと一体的に躯体1.1にボルト等の止着手
段によって固定する例を示す。
Furthermore, FIG. 3 shows another example of an expansion joint, and in this example, both ends of the protective member 2' disposed along the longitudinal direction of the gap S between the building frames 1.1 are An example is shown in which the support member 6C16c is engaged with the bottom surface of the support member 6C16c and fixed to the frame body 1.1 integrally with the support member 6C16C by a fastening means such as a bolt.

エキスパンションジヨイントCはこの建築物躯体1.1
間の対向端部1a、1aの内外の表面部長手方向に沿っ
て形成された支持部材6C16C17c、7C上に設け
られている。そして、この支持部材6c、6c、7C1
7Cは型材によって形成されるとともに、内側の支持部
材6C26Cはボルト等の止着手段によって端面外側の
表面部に固定され、且つこの支持部材8C16Cにはバ
ネ部材係合部9c、8cが形成されている。また、外側
の支持部材7c、7cは同じくボルト等の止着手段によ
って端面内側の表面部に固定されるとともに、それぞれ
ステンレス製、スチール製等の防炎、防煙材係着溝8C
18C及びバネ部材保合部8C18Cが      7
□一体に形成される。
Expansion joint C is this building frame 1.1
It is provided on support members 6C16C17c and 7C formed along the longitudinal direction of the inner and outer surfaces of the opposing ends 1a and 1a. And these supporting members 6c, 6c, 7C1
7C is formed of a molded material, the inner support member 6C26C is fixed to the outer surface of the end face by fastening means such as bolts, and the support member 8C16C is formed with spring member engaging portions 9c, 8c. There is. Further, the outer support members 7c, 7c are similarly fixed to the inner surface portion of the end face by means of fixing means such as bolts, and are respectively made of stainless steel, steel, etc., with flame-retardant and smoke-retardant material anchoring grooves 8C.
18C and spring member retaining part 8C18C are 7
□It is formed in one piece.

次に、上記支持部材6C16C17C17Cにカバー部
材10c 、’ llcが配設され、この建築物躯体1
.1間の間隙Sを内外から覆っている。まず、内側のカ
バー部材toeは長尺の金属部材から成り、上記支持部
材6c、6cに設けたバネ部材係合部9c、9Cにその
両端が係合されて取着されたバネ部材12cにビス13
cをもって固定されるとともに、その両端には気密材が
取付けられており、これによって、その気密状態が確実
に保持される。そして、このバネ部材12cの下方の躯
体l、1間の間隙Sには前述した素材から成る耐火、耐
熱性を備えた柔軟で伸縮自在な保護部材2をステンレス
製、スチール製等の板部材16.16の間にサンドイッ
チ状に挟持した保護部材2′が長手方向に沿って配設さ
れ、その両端は上記支持部材8c、6cの底面に係合さ
れ、この支持部材8C16Cと同時に上記建築物躯体1
、lの外側表面部にボルト等の止着手段によって固定さ
れている。この場合、保護部材2′は支持部材6c、θ
Cと同時固定できるので、取付は施工が楽である。次に
、内側のカバー部材11cは長尺の金属部材から成り、
その裏面に一定の間隔をおいて複数のカバー材用ホルダ
ー14cを、その両側傾斜片14d 、 14dをカバ
ー部材lieの両側折曲片7d、7dに係合することに
よって取着し、さらにこの状態で上記支持部材7C17
Cに押し付け、バネ部材保合部8C19Cに上記カバー
材用ホルダー14cのバネ部材12dの両端を係合する
ことにより、支持部材7C17Cに取着されている。ま
た、カバー材用ホルダー14cの下方にはステンレス製
、スチール製等の防炎、防煙材15aが配設され、その
両端は上記係合溝8C28σに係着されている。
Next, the cover members 10c and 'llc are arranged on the support member 6C16C17C17C, and the building frame 1
.. 1 and covers the gap S from the inside and outside. First, the inner cover member toe is made of a long metal member, and is attached to a spring member 12c with its both ends engaged with the spring member engaging portions 9c, 9C provided on the support members 6c, 6c. 13
c, and air-tight materials are attached to both ends of the air-tight material, thereby ensuring that the air-tight state is maintained. In the gap S between the frame l and 1 below this spring member 12c, a fireproof and heat resistant flexible and stretchable protective member 2 made of the above-mentioned material is installed as a plate member 16 made of stainless steel, steel, etc. A protective member 2' sandwiched between .16 and 16 is disposed along the longitudinal direction, and both ends of the protective member 2' are engaged with the bottom surfaces of the supporting members 8c and 6c. 1
, l are fixed to the outer surfaces of the parts by means of fixing means such as bolts. In this case, the protective member 2' is the supporting member 6c, θ
Since it can be fixed at the same time as C, installation is easy. Next, the inner cover member 11c is made of a long metal member,
A plurality of cover material holders 14c are attached to the back surface at regular intervals by engaging the both side inclined pieces 14d with the both side bent pieces 7d, 7d of the cover member lie, and further in this state. The above support member 7C17
C, and by engaging both ends of the spring member 12d of the cover material holder 14c with the spring member retaining portion 8C19C, it is attached to the support member 7C17C. Further, a flameproof and smokeproof material 15a made of stainless steel, steel, etc. is disposed below the cover material holder 14c, and both ends thereof are engaged with the engagement grooves 8C28σ.

建築物躯体1.1間の間隙S内には耐火、耐熱性に優れ
る保護部材2′が配設されているので、火災時等に外部
から建築物躯体間の間隙から躯体内に火炎、煙等が侵入
することを阻止し、建築物の延焼を防ぎ、身体に対する
危険を防止することができる。
A protective member 2' with excellent fire resistance and heat resistance is installed in the gap S between the building frames 1.1, so that in the event of a fire, flames and smoke can be prevented from entering the building frame from the outside through the gap between the building frames. etc., can prevent the spread of fire to buildings and prevent danger to the body.

以上詳しく説明したように、本発明に係る工キスパンジ
ョンジヨイントは、一定の間隙をおいて相対向する建築
物躯体の表裏部にカバー材用固定部材を介してカバー部
材を取付けたエキスパンションジヨイントにおいて、上
記建築物謳体間の間隙内に柔軟で伸縮可能な耐火、耐熱
性を有する保護部材を配設したものであるから、火災時
にこの間隙からの煙、火炎等の侵入を確実に防止でき、
それによって延焼を食い止めることができ、また身体に
対する危険を防止することができる。
As explained in detail above, the construction expansion joint according to the present invention is an expansion joint in which a cover member is attached to the front and back sides of a building frame facing each other with a certain gap between them via a fixing member for the cover material. In this case, a flexible, expandable, fire-resistant and heat-resistant protective member is installed in the gap between the building bodies, so that smoke, flames, etc. can be prevented from entering through the gap in the event of a fire. can be prevented,
This can stop the spread of fire and prevent danger to the body.

【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の一
例を示す断面図、第2図及び第3図はエキスパンション
ジヨイントの他の実施例を示す断面図、第4図(a) 
、 (b)は保護部材の正面図及び躯体間に取付する状
態を示す斜視図である。 符号A・・・エキスパンションジヨイント、1・・・建
築物躯体、2・・・保護部材、3・・・補強ピン、4・
・・圧縮バンド、6・・・支持部材、10.11・・・
カバー部特 許 出 願 人 理研軽金属工業株式会社
代   理   人 弁理士 瀬 川 幹 夫第4図 (b)
FIG. 1 is a sectional view showing an example of the expansion joint according to the present invention, FIGS. 2 and 3 are sectional views showing other embodiments of the expansion joint, and FIG. 4(a)
, (b) is a front view of the protection member and a perspective view showing a state in which it is attached between the frames. Symbol A... Expansion joint, 1... Building frame, 2... Protective member, 3... Reinforcement pin, 4...
... Compression band, 6... Support member, 10.11...
Cover section patent applicant: Riken Light Metal Industry Co., Ltd. Representative: Patent attorney Mikio Segawa Figure 4 (b)

Claims (1)

【特許請求の範囲】[Claims] 一定の間隙をおいて相対向する建築物躯体の表裏部にカ
バー材用固定部材を介してカバー部材を取付けたエキス
パンションジョイントにおいて、上記建築物躯体間の間
隙内に柔軟で伸縮可能な耐火、耐熱性保護部材を配設し
たことを特徴とするエキスパンションジョイント。
In an expansion joint in which a cover member is attached to the front and back sides of building frames that face each other with a certain gap through a cover material fixing member, a flexible and expandable fire-resistant and heat-resistant material is installed in the gap between the building frames. An expansion joint characterized by having a sexual protection member installed.
JP13490684A 1984-06-29 1984-06-29 Expansion joint Granted JPS6114342A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13490684A JPS6114342A (en) 1984-06-29 1984-06-29 Expansion joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13490684A JPS6114342A (en) 1984-06-29 1984-06-29 Expansion joint

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2247226A Division JPH0627411B2 (en) 1990-09-19 1990-09-19 Expansion joint

Publications (2)

Publication Number Publication Date
JPS6114342A true JPS6114342A (en) 1986-01-22
JPH0311337B2 JPH0311337B2 (en) 1991-02-15

Family

ID=15139290

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13490684A Granted JPS6114342A (en) 1984-06-29 1984-06-29 Expansion joint

Country Status (1)

Country Link
JP (1) JPS6114342A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63156311U (en) * 1987-03-31 1988-10-13
JPH0161307U (en) * 1987-10-09 1989-04-19
JPH01126160A (en) * 1987-06-24 1989-05-18 Hitachi Ltd Power-factor improvement circuit

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2734689B2 (en) * 1989-10-31 1998-04-02 松下電器産業株式会社 Charging device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63156311U (en) * 1987-03-31 1988-10-13
JPH0423125Y2 (en) * 1987-03-31 1992-05-28
JPH01126160A (en) * 1987-06-24 1989-05-18 Hitachi Ltd Power-factor improvement circuit
JPH0161307U (en) * 1987-10-09 1989-04-19
JPH0423127Y2 (en) * 1987-10-09 1992-05-28

Also Published As

Publication number Publication date
JPH0311337B2 (en) 1991-02-15

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