JPS6324745Y2 - - Google Patents

Info

Publication number
JPS6324745Y2
JPS6324745Y2 JP11906881U JP11906881U JPS6324745Y2 JP S6324745 Y2 JPS6324745 Y2 JP S6324745Y2 JP 11906881 U JP11906881 U JP 11906881U JP 11906881 U JP11906881 U JP 11906881U JP S6324745 Y2 JPS6324745 Y2 JP S6324745Y2
Authority
JP
Japan
Prior art keywords
passageway
passage
gangplank
expansion joint
spanning
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
Application number
JP11906881U
Other languages
Japanese (ja)
Other versions
JPS5823909U (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 JP11906881U priority Critical patent/JPS5823909U/en
Publication of JPS5823909U publication Critical patent/JPS5823909U/en
Application granted granted Critical
Publication of JPS6324745Y2 publication Critical patent/JPS6324745Y2/ja
Granted legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)
  • Building Environments (AREA)

Description

【考案の詳細な説明】 本考案は、隣接建屋にわたつて通路に架設され
る渡り板の通路方向一端側を、一方の通路の端部
に付設される通路直交方向のガイド溝に対してス
ライドのみ自在に係止連結すると共に、渡り板の
通路方向他端側を、他方の通路に対して通路方向
にスライド自在に載置させたエキスパンシヨンジ
ヨイントに関する。
[Detailed description of the invention] The present invention allows one end side of a gangplank installed in a passageway spanning adjacent buildings in the passageway direction to slide against a guide groove in a direction perpendicular to the passageway attached to the end of one passageway. This invention relates to an expansion joint in which the other end of the gangplank in the passage direction is slidably placed in the passage direction with respect to the other passage while being freely engaged and connected.

適当規模で独立させた耐震設計の連層建屋にお
いて、その隣接建屋の通路にわたつてエキスパン
シヨンジヨイントを架設して、地震発生時に隣接
建屋の相対水平方向移動を許容させながら避難歩
行できるようにしている。
In a multi-story building with an earthquake-resistant design that is independent and of an appropriate scale, an expansion joint is constructed across the passageway of the adjacent building to allow evacuation walking while allowing relative horizontal movement of the adjacent building in the event of an earthquake. I have to.

しかし、従来のエキスパンシヨンジヨイント
は、上述したように、隣接建屋の水平二次元方向
の相対移動を許容させるだけのものであつて、上
下方向の相対移動について何ら考慮されていず、
そのために、地震時の縦揺れや地盤の不同沈下な
どによる隣接建屋の上下相対移動によつて、第6
図イに示すように、渡り板7の前記通路方向他端
側の端縁が他方の通路8から浮き上つたり、ある
いは逆に、同図ロに示すように、前記渡り板7が
他方の通路8の浮き上りによつて曲げ変形され、
渡り板端縁と通路8の間に段差が生じて緊急避難
時につまずく可能性があり、安全性の面で欠点が
あつた。
However, as mentioned above, conventional expansion joints only allow the relative movement of adjacent buildings in the two-dimensional horizontal direction, and do not take into account relative movement in the vertical direction.
Therefore, due to the relative vertical movement of adjacent buildings due to vertical shaking or uneven ground subsidence during an earthquake, the 6th
As shown in Figure A, the end edge of the transition plate 7 on the other end side in the passage direction rises up from the other passage 8, or conversely, as shown in Figure B, the edge of the transition plate 7 on the other side of the passage It is bent and deformed by the uplift of the
There is a difference in level between the edge of the gangplank and the passageway 8, which may cause tripping during emergency evacuation, which is a drawback in terms of safety.

本考案は、上記実情に鑑みて成されたものであ
つて、極めて簡単な改造によつて安全性を向上さ
せる事を目的とする。
The present invention was developed in view of the above-mentioned circumstances, and aims to improve safety through extremely simple modification.

以下、本考案の実施例を図面に基いて説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

1は隣接建屋の一方の通路2の端部に設けられ
たガイド構造で、滑り止め部材3を連設した取付
板4を、それに溶接したアンカー筋5の埋設によ
り前記通路2に取付け、そして、クランク状のガ
イドレール6を、前記取付板4に予め付設したボ
ルトaとそれに螺合するナツトbにより前記取付
板4に連結し、前記滑り止め部材3と取付板4及
びガイドレール6により、上部にスリツト開口を
有する通路直交方向Xのガイド溝Aを形成してあ
る。
Reference numeral 1 denotes a guide structure provided at the end of one passageway 2 in an adjacent building, in which a mounting plate 4 with a non-slip member 3 connected thereto is attached to the passageway 2 by embedding anchor reinforcements 5 welded thereto; A crank-shaped guide rail 6 is connected to the mounting plate 4 by a bolt a attached to the mounting plate 4 in advance and a nut b screwed thereto. A guide groove A having a slit opening in the direction X perpendicular to the passage is formed in the groove.

7は通路全巾にわたる渡り板で、通路方向Yの
一端側が前記ガイド構造1に係止連結され、他端
側が他方の通路8に対して通路方向Yにスライド
自在に載置されている。
Reference numeral 7 denotes a bridge plate extending over the entire width of the passage, one end of which in the passage direction Y is latched and connected to the guide structure 1, and the other end thereof is placed on the other passage 8 so as to be slidable in the passage direction Y.

この渡り板7の一端側をガイド構造1に係止連
結するに、渡り板7の一端側をL字状に折曲させ
て、その折曲鉛直面部分7aに、通路方向Yの軸
芯まわりで転動自在なローラ9を通路直交方向X
に間隔をへだてて取付け、前記ガイドレール6の
取付板4に対する連結と同時的に、そのローラ9
部分をガイド溝Aに係合させて、滑り止め部材3
によつて上方への抜止め状態で連結してあり、他
方の通路8の縦壁10と手摺り11の立設用立上
り部12によつて通路8に対する通路直交方向X
での移動が拘束された渡り板7を、隣接建屋の通
路直交方向Xにおける相対移動によつて、ガイド
溝Aに沿つて前記一方の通路2に対して通路直交
方向Xにスライドさせるようにしてある。
To lock and connect one end side of the spanning plate 7 to the guide structure 1, one end side of the spanning plate 7 is bent into an L shape, and the bent vertical surface portion 7a is rotated around the axis in the passage direction Y. Move the movable roller 9 in the direction perpendicular to the path
At the same time as the guide rail 6 is connected to the mounting plate 4, the roller 9
The anti-slip member 3 is engaged with the guide groove A.
The vertical wall 10 of the other passage 8 and the upright part 12 of the handrail 11 connect the passage in the direction perpendicular to the passage
The gangplank 7, whose movement is restricted in the passageway 2, is slid along the guide groove A in the direction X orthogonal to the passageway 2 with respect to the one passageway 2 by relative movement in the direction X orthogonal to the passageway of the adjacent building. .

前記他方の通路8に対する渡り板7の載置部分
7bを、図示の通り、当該他方の通路8の端部よ
りも内側の位置に設けたヒンジ14を介して通路
直交方向Xの軸芯Pまわりで上下方向Zに屈曲自
在に構成し、隣接通路2,8の相対上下移動に伴
つて、第4図イ及びロに示すように、載置部分7
b自体の自重付勢力によつてその端縁が他方の通
路8の上面に接触するようにしてある。
The mounting portion 7b of the connecting plate 7 relative to the other passage 8 is rotated around the axis P in the direction X perpendicular to the passage via a hinge 14 provided at a position inside the end of the other passage 8, as shown in the figure The mounting portion 7 is configured to be bendable in the vertical direction Z, and as the adjacent passages 2 and 8 move vertically relative to each other, as shown in FIG.
The end edge of b is brought into contact with the upper surface of the other passage 8 by its own weight biasing force.

13は前記渡り板7のはね出しを防止する部材
で、渡り板7の縦壁側部分を上方に屈曲させて、
その屈曲部7cの上縁に対して適当間隔へだてて
クランク状に形成した防止部材13を取付けてあ
り、強風等によつて前記載置部分7bが一定高さ
以上にはね上げられないようにしてある。15は
ゴム板等の弾性体である。
Reference numeral 13 denotes a member that prevents the spanning board 7 from springing out, and the vertical wall side portion of the spanning board 7 is bent upward.
A crank-shaped prevention member 13 is attached to the upper edge of the bent portion 7c at appropriate intervals to prevent the mounting portion 7b from being raised above a certain height due to strong winds or the like. . 15 is an elastic body such as a rubber plate.

尚、前記載置部分7bを通路面側に下降付勢す
るスプリングを前記ヒンジ14部分に設けて、そ
の端縁の通路面に対する接触を行なわせるように
するも良く、この場合、前記防止部材13を省略
する事が可能である。
In addition, a spring for biasing the mounting portion 7b downward toward the passage surface side may be provided at the hinge 14 portion so that its edge comes into contact with the passage surface; in this case, the prevention member 13 It is possible to omit it.

また、第5図に示すように、折曲鉛直面部分7
aの折曲部にヒンジ16を設けて、隣接通路2,
8の相対上下移動に伴つて載置部分7bを通路8
に面接触させるように構成するも良い。
In addition, as shown in FIG.
A hinge 16 is provided at the bent part of the adjacent passage 2,
8, the mounting portion 7b is moved along the passage 8.
It may also be configured so that the surface contacts the surface.

尚、本考案は廊下を通路2,8として例示した
が、避難ボードで仕切られたバルコニーを通路
2,8の対象にするも良い。
In the present invention, the corridors are exemplified as the passages 2 and 8, but the passages 2 and 8 may also be balconies separated by evacuation boards.

以上詳述したように本考案によれば、隣接建屋
にわたつて通路に架設される渡り板の通路方向一
端側を、一方の通路の端部に付設される通路直交
方向のガイド溝に対してスライドのみ自在に係止
連結すると共に、渡り板の通路方向他端側を、他
方の通路に対して通路方向にスライド自在に載置
させたエキスパンシヨンジヨイントにおいて、前
記他方の通路に対する渡り板の載置部分を、当該
他方の通路の端部よりも内側の位置に設けたヒン
ジを介して上下方向に屈曲自在に構成してあるの
で、隣接建屋が水平二次元方向X,Yの外に上下
方向Zに相対移動しても、通路8と渡り板7の端
縁の間に段差が生じないようになり、極めて簡単
な改造によつて、隣接建屋の三次元方向X,Y,
Zの相対移動を許容する状態で、地震発生時など
の退避歩行を安全に行なわせられるようになつ
た。
As described in detail above, according to the present invention, one end side in the passage direction of a gangplank installed in a passageway spanning adjacent buildings is slid against a guide groove provided at the end of one passageway in a direction perpendicular to the passageway. In the expansion joint, the other end of the gangplank in the passage direction is placed so as to be slidable in the passage direction with respect to the other passage. Since the section is configured to be able to bend vertically via a hinge provided inside the end of the other passage, the adjacent building can be bent in the vertical direction Z in addition to the horizontal two-dimensional directions X and Y. Even if there is a relative movement in the direction of
By allowing the relative movement of Z, it is now possible to safely perform evacuation walking in the event of an earthquake.

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

図面は本考案の実施例を示し、第1図は全体平
面図、第2図は第1図の−線断面拡大図、第
3図は第1図の−線断面拡大図、第4図イ,
ロは隣接建屋の上下移動時における渡り板の姿勢
変更状態を示す説明図、第5図は変形構造の断面
図、第6図イ,ロは従来構造の説明図である。 2,8……通路、7……渡り板、7b……載置
部分、A……ガイド溝、X……通路直交方向、Y
……通路方向、P……通路直交方向軸芯。
The drawings show an embodiment of the present invention, and FIG. 1 is an overall plan view, FIG. 2 is an enlarged cross-sectional view taken along the - line in FIG. 1, FIG. 3 is an enlarged cross-sectional view taken along the - line in FIG. ,
B is an explanatory view showing how the attitude of the gangplank changes when an adjacent building is moved up and down, FIG. 5 is a sectional view of the deformed structure, and FIGS. 6A and 6B are explanatory views of the conventional structure. 2, 8...Passway, 7...Gang plate, 7b...Placement part, A...Guide groove, X...Passway orthogonal direction, Y
... Passage direction, P... Axis in the direction perpendicular to the passage.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 隣接建屋にわたつて通路に架設される渡り板の
通路方向一端側を、一方の通路の端部に付設され
る通路直交方向のガイド溝に対してスライドのみ
自在に係止連結すると共に、渡り板の通路方向他
端側を、他方の通路に対して通路方向にスライド
自在に載置させたエキスパンシヨンジヨイントで
あつて、前記他方の通路に対する渡り板の載置部
分を、当該他方の通路の端部よりも内側の位置に
設けたヒンジを介して上下方向に屈曲自在に構成
してある事を特徴とするエキスパンシヨンジヨイ
ント。
One end in the passage direction of a gangplank installed in a passageway spanning an adjacent building is slidably connected to a guide groove in a direction perpendicular to the passage provided at the end of one passageway, and the passageway of the gangplank is An expansion joint whose other end side is slidably placed in the direction of the other passageway, and the mounting portion of the gangplank relative to the other passageway is placed at the end of the other passageway. An expansion joint characterized by being configured so that it can be freely bent in the vertical direction via a hinge provided at an inner position.
JP11906881U 1981-08-10 1981-08-10 expansion joint Granted JPS5823909U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11906881U JPS5823909U (en) 1981-08-10 1981-08-10 expansion joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11906881U JPS5823909U (en) 1981-08-10 1981-08-10 expansion joint

Publications (2)

Publication Number Publication Date
JPS5823909U JPS5823909U (en) 1983-02-15
JPS6324745Y2 true JPS6324745Y2 (en) 1988-07-06

Family

ID=29913153

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11906881U Granted JPS5823909U (en) 1981-08-10 1981-08-10 expansion joint

Country Status (1)

Country Link
JP (1) JPS5823909U (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3910101A1 (en) * 1989-03-29 1990-10-04 Bayer Ag POLYCHLOROPRENE MEASURES SUITABLE FOR THE PREPARATION OF HIGH-DAMPING VOLCANISTS
JP2555863Y2 (en) * 1990-06-29 1997-11-26 株式会社日本アルミ Building expansion joint device
JPH06215212A (en) * 1993-01-18 1994-08-05 Toshiba Corp Communication ticket issuing device
JP2547693Y2 (en) * 1993-01-26 1997-09-10 株式会社日本アルミ Floor structure of building connecting passage
JPH11124893A (en) * 1997-10-20 1999-05-11 Daikure Co Ltd Support structure of ditch cover
JP2004027638A (en) * 2002-06-25 2004-01-29 Kaneso Co Ltd Joint cover device for floor
JP5385207B2 (en) * 2010-04-20 2014-01-08 ドーエイ外装有限会社 Floor joint device

Also Published As

Publication number Publication date
JPS5823909U (en) 1983-02-15

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