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JPH0676700B2 - Connection structure of corridor of building with corridor - Google Patents
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JPH0676700B2 - Connection structure of corridor of building with corridor - Google Patents

Connection structure of corridor of building with corridor

Info

Publication number
JPH0676700B2
JPH0676700B2 JP2079475A JP7947590A JPH0676700B2 JP H0676700 B2 JPH0676700 B2 JP H0676700B2 JP 2079475 A JP2079475 A JP 2079475A JP 7947590 A JP7947590 A JP 7947590A JP H0676700 B2 JPH0676700 B2 JP H0676700B2
Authority
JP
Japan
Prior art keywords
corridor
corridors
connecting plate
bolt
buildings
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
JP2079475A
Other languages
Japanese (ja)
Other versions
JPH03279529A (en
Inventor
智和 西尾
Original Assignee
ナショナル住宅産業株式会社
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 ナショナル住宅産業株式会社 filed Critical ナショナル住宅産業株式会社
Priority to JP2079475A priority Critical patent/JPH0676700B2/en
Publication of JPH03279529A publication Critical patent/JPH03279529A/en
Publication of JPH0676700B2 publication Critical patent/JPH0676700B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【産業上の利用分野】 本発明は、一対の建物をその外側に儲けた廊下同士で連
結する構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure in which a pair of buildings are connected to each other by corridors profitable from the outside.

【従来の技術】[Prior art]

構造上は二棟の建築物であっても、相互に連結すれば法
規上は不可分な建築物と見なされて一棟として扱われる
場合があり、種々の面で有利な取り扱いを受けることが
できる。 このために、例えば複数の住居室9を設けて形成される
集合住宅のように、屋外面に沿って二階や三階などの廊
下2a,2bを張り出して設けた一対の建物1a,1bにおいて
は、第4図に示すように、一方の建物1aの廊下2aと他方
の建物1bの廊下2bとが一直線上に並ぶように、各廊下2
a,2bの端部同士を近接させて配設し、そして両建物1a,1
bの廊下2a,2bの近接する端部間に連結板3を結合して固
定することによって、廊下2a,2bを連結板3で連結して
相互に行き来できるようにし、一対の建物1a,1bを連結
して法規上一棟の建築物として扱われるようにしてい
る。
Even if there are two buildings structurally, if they are connected to each other, they may be regarded as inseparable buildings according to the law and treated as one building, and it is possible to receive advantageous treatment in various aspects. . For this reason, in a pair of buildings 1a, 1b having corridors 2a, 2b such as a second floor and a third floor that extend along the outdoor surface, like an apartment house formed by providing a plurality of living rooms 9, As shown in FIG. 4, each corridor 2 is arranged so that the corridor 2a of one building 1a and the corridor 2b of the other building 1b are aligned on a straight line.
The ends of a and 2b are placed close to each other, and both buildings 1a and 1b
By connecting and fixing the connecting plate 3 between the adjacent ends of the corridors 2a and 2b of b, the corridors 2a and 2b are connected by the connecting plate 3 and can come and go to each other, and the pair of buildings 1a and 1b. It is designed to be treated as a single building under the law by connecting the two.

【発明が解決しようとする課題】[Problems to be Solved by the Invention]

上記のように廊下2a,2bを連結板3で連結することによ
って一対の建物1a,1bは一棟として扱われるが、各建物1
a,1bは構造的には相互に完全に独立しているために、地
震などで建物1a,1bが揺れる際は、建物1a,1bは相互に独
立して異なる状態で揺れることになり、連結板3と廊下
2a,2bとの間にずれ応力などが作用して、連結板3と廊
下2a,2bとの結合部分が破損されたり、連結板3が破損
されたりするおそれがあるという問題があった。 本発明は上記の点に鑑みて為されたものであり、連結板
やその連結部分が破損されたりするようなおそれがない
廊下付き建物の廊下の連結構造を提供することを目的と
するものである。
By connecting the corridors 2a and 2b with the connecting plate 3 as described above, the pair of buildings 1a and 1b are treated as one building.
Since a and 1b are completely independent from each other structurally, when buildings 1a and 1b shake due to an earthquake, etc., buildings 1a and 1b will shake in different states independently of each other. Board 3 and corridor
There is a problem that a displacement stress or the like acts between the connecting plates 3 and 2a and 2b, which may damage the joint between the connecting plate 3 and the corridors 2a and 2b, or the connecting plate 3. The present invention has been made in view of the above points, and an object of the present invention is to provide a corridor connection structure of a building with a corridor that does not have a possibility of damaging the connection plate or the connection portion thereof. is there.

【課題を解決するための手段】[Means for Solving the Problems]

本発明に係る廊下付き建物の廊下の連結構造は、屋外面
に沿って廊下2a,2bを設けた一対の建物1a,1bを、各廊下
2a,2bが一直線上に略並ぶように廊下2a,2bの端部同士を
近接させて配設し、この一対の建物1a,1bの廊下2a,2bの
近接する各端部にそれぞれ受け材23を取り付けると共に
受け材23にボルト26の径よりもはるかに大きい径の大径
孔22を設け、両受け材23の上に連結板3を架け渡すと共
に連結板3の下面に突設したボルト26を大径孔22に挿通
し、大径孔22よりも直径の大きい押さえ板27をボルト26
に被挿すると共にボルト26にナット25を螺合することに
よって、押さえ板27と連結板3の間に受け材23を挟持し
て、連結板3を各廊下2a,2bの少なくとも一方にスライ
ド自在に結合して成ることを特徴とするものである。
The connection structure of a corridor of a building with a corridor according to the present invention includes a pair of buildings 1a and 1b provided with corridors 2a and 2b along an outdoor surface.
The end portions of the corridors 2a and 2b are arranged close to each other so that the 2a and 2b are substantially lined up in a straight line, and the receiving member 23 is provided at each of the adjacent ends of the corridors 2a and 2b of the pair of buildings 1a and 1b. A large-diameter hole 22 having a diameter much larger than the diameter of the bolt 26 is attached to the receiving member 23, the connecting plate 3 is bridged over both receiving members 23, and the bolt 26 protruding from the lower surface of the connecting plate 3 is attached. Through the large-diameter hole 22 and attach the holding plate 27, which has a larger diameter than the large-diameter hole 22, to the bolt 26.
The receiving member 23 is sandwiched between the press plate 27 and the connecting plate 3 by inserting the nut 25 into the bolt 26 and inserting the connecting plate 3 into at least one of the corridors 2a and 2b. It is characterized by being combined with.

【作用】[Action]

本発明にあっては、連結板3を各廊下2a,2bの少なくと
も一方にスライド自在に結合しているために、建物1a,1
bが独立して揺れてずれ応力が連結板3と廊下2a,2bとの
間に作用しても、このずれ応力は連結板3のスライドに
よって吸収される。
In the present invention, since the connecting plate 3 is slidably connected to at least one of the corridors 2a and 2b, the buildings 1a and 1b
Even if b shakes independently and shear stress acts between the connecting plate 3 and the corridors 2a, 2b, this shear stress is absorbed by the sliding of the connecting plate 3.

【実施例】【Example】

以下本発明を実施例によって詳述する。 一対の建物1a,1bにはその屋外の一側面に沿って二階や
三階の廊下2a,2bが張り出して設けてあり、この一対の
建物1a,1bは第4図に示したように、一方の建物1aの廊
下2aと他方の建物1bの廊下2bとが一直線上に並ぶよう
に、各廊下2a,2bの端部同士を近接させて配設してあ
る。第4図中35は階段である。 第6図は一対の建物1a,1bの近接した部分の平面図であ
り、各廊下2a,2bの廊下骨組み10を示している。第6図
中11は建物1a,1bの外壁梁、12は外壁梁11に金具等で支
持される受け梁、13は廊下支柱、14は廊下支柱13間に支
持される廊下前梁、15は廊下前梁14と受け梁12との間に
懸架される廊下継ぎ梁、36は階段梁であり、受け梁12と
廊下支柱13と廊下前梁14と廊下継ぎ梁15とで廊下骨組み
10が形成してある。また建物1bの廊下2bの端部には、突
出廊下支柱16によって支持される突出梁17と、突出廊下
支柱16,16間に支持される端部梁18とを設け、廊下骨組
み10を突出させるようにしてある。この突出する端部で
廊下2a,2bが近傍するように建物1a,1bは配設されるもの
である。 一方、連結板3は枠体19内に床材20を張ることによって
形成されるが、床材20は枠体19を廊下2a,2bの骨組み10,
10に連結した後に張るようにするのが好ましい。この連
結板3を構成する枠体19は平面形状が四角枠状に形成さ
れ、枠体19の各部の断面形状はコ字型であって、枠体19
の両側の下片21の下面にはそれぞれ第3図に示すように
ボルト26が溶接等して下方へ突出させて設けてある。こ
の枠体19を用いて各建物1a,1bの廊下2a,2bの骨組み10,1
0を連結するにあたっては、まず第1図に図示されるよ
うに、一方の廊下2aの骨組み10の端部の廊下前梁14と他
方の廊下2bの骨組み10の端部の端部梁18の外面にそれぞ
れ受け材23,23を溶接等して固着する。各受け材23は断
面横L字型に型鋼などで形成されるものであり、その上
片24には大径孔22が穿設してある。そして第1図のよう
に両受け材23,23の上に連結板3を構成する枠体19を掛
け渡し、第3図に示すように枠体19のボルト26を大径孔
22に通して下方へ突出させ、ボルト26にナット25を螺合
させる。ここで、大径孔22は直径がボルト26の直径より
もはるかに大きい(数倍以上)丸孔として形成してあ
り、またボルト26には大径孔22より直径の大きい押さえ
板27を被挿した後にナット25を螺合するようにしてあ
り、ボルト26にナット25を螺合させると押さえ板27が大
径孔22の周縁において受け材23の上片24の下面に圧接さ
れることになる。従って、ボルト26が大径孔22内を移動
できる範囲で連結板3を構成する枠体19は水平面内でス
ライド移動することができるようになっている。 上記のようにして連結板3を構成する枠体19を各廊下2
a,2bの骨組み10,10に受け材23,23を介して固定すること
ができ、各廊下2a,2bの骨組み10,10は連結板3を構成す
る枠体19によって連結することができる。このように枠
体19で骨組み10,10を連結した後に、各骨組み10,10に廊
下床28を張って廊下2a,2bを仕上げると共に枠体19内に
床材20を張って連結板を仕上げるものである。例えば、
骨組み10内や枠体19内にデッキ板などを掛け渡したのち
にその上に軽量コンクリート29を張ると共にモルタル30
を流してコテ仕上げすることによって、廊下2a,2bを形
成することができると共に枠体19と床材20とで形成され
る連結板3で廊下2a,2bを連結することができ、廊下2a,
2bの上から連結板3の上にかけて化粧マットを敷くこと
によって、第5図に示すように廊下2a,2bが一体に連続
するような外観に仕上げることができる。第1図中31は
廊下軒天井、32は各廊下2a,2bの廊下軒天井31を連結す
る連結天井であり、連結天井32は各廊下軒天井31に対し
てスライド自在に連結するのが好ましい。また第5図中
37は排水溝である。さらに廊下2a,2bの下側には岩綿34
を吹き付けて耐火性能を高めるようにしてある。 しかして、連結板3で廊下2a,2bを連結することによっ
て、建物1a,1bを相互に行き来できるように連結するこ
とができ、一対の建物1a,1bを一棟の建築物として扱う
ことができるものである。そして法規上は一棟の建築物
として扱われるものの、各建物1a,1bは構造的には相互
に完全に独立しているために、地震などで建物1a,1bが
揺れる際は各建物1a,1bは相互に独立して異なる状態で
揺れることになるが、連結板3は上記のようにスライド
移動することができるために、連結板3と廊下2a,2bと
の間にずれ応力などが作用してもこのずれ応力は連結板
3のスライド移動で吸収され、連結板3と廊下2a,2bと
の結合部分が破損されたり、連結板3が破損されたりす
ることを防止することができるものである。
Hereinafter, the present invention will be described in detail with reference to examples. A pair of buildings 1a and 1b are provided with corridors 2a and 2b on the second and third floors that project along one side of the outdoor area. As shown in FIG. The end portions of the corridors 2a and 2b are arranged close to each other so that the corridor 2a of the building 1a and the corridor 2b of the other building 1b are aligned on a straight line. 35 in FIG. 4 is a staircase. FIG. 6 is a plan view of a part where a pair of buildings 1a and 1b are close to each other, and shows a corridor frame 10 of each corridor 2a and 2b. In FIG. 6, 11 is an outer wall beam of the buildings 1a and 1b, 12 is a receiving beam supported by the outer wall beam 11 with metal fittings, 13 is a corridor pillar, 14 is a corridor beam supported between corridor pillars, and 15 is a corridor beam. A corridor joint beam suspended between the corridor front beam 14 and the receiving beam 12, 36 is a stair beam, and the corridor frame is composed of the receiving beam 12, the corridor pillar 13, the corridor front beam 14, and the corridor joint beam 15.
10 are formed. Further, a projecting beam 17 supported by a projecting corridor pillar 16 and an end beam 18 supported between the projecting corridor pillars 16 and 16 are provided at the end of the corridor 2b of the building 1b to project the corridor frame 10. Is done. The buildings 1a and 1b are arranged so that the corridors 2a and 2b are close to each other at the projecting ends. On the other hand, the connecting plate 3 is formed by stretching the floor material 20 in the frame body 19. The floor material 20 connects the frame body 19 to the frameworks 10 of the corridors 2a and 2b.
It is preferable that it is stretched after connecting to 10. The frame body 19 constituting the connecting plate 3 is formed in a rectangular frame shape in a plan view, and the cross-sectional shape of each part of the frame body 19 is a U-shape.
As shown in FIG. 3, bolts 26 are provided on the lower surfaces of the lower pieces 21 on both sides by welding or the like so as to project downward. This frame 19 is used to frame the corridors 2a and 2b of each building 1a and 1b.
In connecting 0, first of all, as shown in FIG. 1, the corridor front beam 14 at the end of the frame 10 of one corridor 2a and the end beam 18 at the end of the frame 10 of the other corridor 2b are connected. The receiving members 23, 23 are fixed to the outer surfaces by welding or the like. Each of the receiving members 23 is formed in a horizontal L-shaped cross section by a shape steel or the like, and a large diameter hole 22 is bored in an upper piece 24 thereof. Then, as shown in FIG. 1, the frame body 19 constituting the connecting plate 3 is laid over both the receiving members 23, 23, and as shown in FIG. 3, the bolt 26 of the frame body 19 has a large-diameter hole.
The nut 25 is screwed into the bolt 26 by projecting it downward through the bolt 22. Here, the large diameter hole 22 is formed as a round hole having a diameter much larger than the diameter of the bolt 26 (several times or more), and the bolt 26 is covered with a holding plate 27 having a diameter larger than that of the large diameter hole 22. The nut 25 is screwed after being inserted, and when the nut 25 is screwed to the bolt 26, the pressing plate 27 is pressed against the lower surface of the upper piece 24 of the receiving member 23 at the peripheral edge of the large diameter hole 22. Become. Therefore, the frame body 19 constituting the connecting plate 3 can be slid in the horizontal plane within a range in which the bolt 26 can move in the large diameter hole 22. As described above, the frame body 19 constituting the connecting plate 3 is attached to each corridor 2
It can be fixed to the frames 10 and 10 of a and 2b through the receiving members 23 and 23, and the frames 10 and 10 of the corridors 2a and 2b can be connected by the frame body 19 which constitutes the connecting plate 3. After connecting the skeletons 10 and 10 with the frame body 19 in this way, a corridor floor 28 is stretched on each of the skeletons 10 and 10 to finish the corridors 2a and 2b, and a flooring material 20 is stretched inside the frame body 19 to finish the connecting plate. It is a thing. For example,
After arranging a deck board etc. in the frame 10 and the frame 19, light concrete 29 is put on it and mortar 30
By flowing the iron and finishing the iron, the corridors 2a and 2b can be formed, and at the same time, the corridors 2a and 2b can be connected by the connecting plate 3 formed by the frame body 19 and the floor material 20.
By laying a decorative mat over the connecting plate 3 from above 2b, it is possible to finish the appearance in which the corridors 2a and 2b are integrally continuous as shown in FIG. In FIG. 1, 31 is a corridor eave ceiling, 32 is a connecting ceiling that connects the corridor eave ceilings 31 of the corridors 2a and 2b, and the connecting ceiling 32 is preferably slidably connected to each corridor eave ceiling 31. . Also in FIG.
37 is a drain. Further, rock wool 34 is located under the corridors 2a and 2b.
To improve the fire resistance. Then, by connecting the corridors 2a and 2b with the connecting plate 3, the buildings 1a and 1b can be connected to each other so that the pair of buildings 1a and 1b can be treated as one building. It is possible. And although it is treated as one building under the law, each building 1a, 1b is structurally completely independent of each other, so when the building 1a, 1b shakes due to an earthquake or the like, each building 1a, 1b 1b will sway in different states independently of each other, but since the connecting plate 3 can slide as described above, a shift stress or the like acts between the connecting plate 3 and the corridors 2a, 2b. Even if this displacement stress is absorbed by the sliding movement of the connecting plate 3, it is possible to prevent the connecting portion between the connecting plate 3 and the corridors 2a and 2b from being damaged or the connecting plate 3 from being damaged. Is.

【発明の効果】【The invention's effect】

上述のように本発明にあっては、一対の建物の廊下の近
接する端部間に連結板を架設すると共に、連結板を各廊
下の少なくとも一方にスライド自在に結合するようにし
たので、建物が独立して揺れてずれ応力が連結板と廊下
との間に作用しても、このずれ応力は連結板のスライド
によって吸収されるものであり、連結板と廊下との結合
部分が破損されたり、連結板が破損されたりすることを
防止することができるものである。また、一対の建物の
廊下の近接する各端部にそれぞれ受け材を取り付けると
共に受け材にボルトの径よりもはるかに大きい径の大径
孔を設け、両受け材の上に連結板を架け渡すと共に連結
板の下面に突設したボルトを大径孔に挿通し、大径孔よ
りも直径の大きい押さえ板をボルトに被挿すると共にボ
ルトにナットを螺合することによって、押さえ板と連結
板の間に受け材を挟持して連結板を廊下にスライド自在
に結合するようにしたので、大径孔とボルトの径の差の
寸法分の距離の範囲で受け材に対する連結板の滑りによ
って連結板を廊下に対してスライド自在にすることがで
きると共に、連結板がスライドしても受け材の大径孔に
通している連結板のボルトが大径孔内から抜けることは
ないものであって、建物の揺れが大きくても連結板のス
ライドが規制されて連結板と押さえ板の間から受け材が
抜けてしまうということがなく、連結板による廊下の結
合が外れるようなおそれがないものである。
As described above, in the present invention, since the connecting plate is installed between the adjacent ends of the corridors of the pair of buildings, and the connecting plate is slidably connected to at least one of the corridors, the building is constructed. Even if the rocks move independently and the shear stress acts between the connecting plate and the corridor, this shear stress is absorbed by the sliding of the connecting plate, and the joint between the connecting plate and the corridor is damaged. The connection plate can be prevented from being damaged. In addition, a receiving material is attached to each of the adjacent ends of the corridors of a pair of buildings, and a large diameter hole with a diameter much larger than the diameter of the bolt is provided in the receiving material, and a connecting plate is bridged over both receiving materials. With the bolt protruding from the lower surface of the connecting plate through the large diameter hole, insert the pressing plate with a diameter larger than the large diameter hole into the bolt and screw the nut onto the bolt Since the connecting plate is slidably connected to the corridor by sandwiching the receiving plate, the connecting plate can be slid with respect to the receiving plate within the range of the distance of the difference in diameter between the large diameter hole and the bolt. In addition to being slidable in the corridor, even if the connecting plate slides, the bolts of the connecting plate that pass through the large diameter hole of the receiving member will not come off from the large diameter hole. Even if the vibration of the Without that ride resulting in missing bolster from the coupling plate and the presser plates is restricted, but there is no possibility that outside coupling corridor by connecting plate.

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

第1図は本発明の一実施例の断面図、第2図は同上の平
面図、第3図は同上の一部の拡大した断面図、第4図は
同上の縮小した概略平面図、第5図は同上の平面図、第
6図は廊下の骨組みを示す平面図である。 1a,1bは建物、2a,2bは廊下、3は連結板、22は大径孔、
23は受け材、25はナット、26はボルト、27は押さえ板で
ある。
FIG. 1 is a sectional view of an embodiment of the present invention, FIG. 2 is a plan view of the same as above, FIG. 3 is a partially enlarged sectional view of the same as above, and FIG. FIG. 5 is a plan view of the same as above, and FIG. 6 is a plan view showing the framework of the corridor. 1a and 1b are buildings, 2a and 2b are corridors, 3 is a connecting plate, 22 is a large diameter hole,
23 is a receiving material, 25 is a nut, 26 is a bolt, and 27 is a holding plate.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】屋外面に沿って廊下を設けた一対の建物
を、各廊下が一直線上に略並ぶように廊下の端部同士を
近接させて配設し、この一対の建物の廊下の近接する各
端部にそれぞれ受け材を取り付けると共に受け材にボル
トの径よりもはるかに大きい径の大径孔を設け、両受け
材の上に連結板を架け渡すと共に連結板の下面に突設し
たボルトを大径孔に挿通し、大径孔よりも直径の大きい
押さえ板をボルトに被挿すると共にボルトにナットを螺
合することによって、押さえ板と連結板の間に受け材を
挟持して、連結板を各廊下の少なくとも一方にスライド
自在に結合して成ることを特徴とする廊下付き建物の連
結構造。
1. A pair of buildings having a corridor along an outdoor surface are arranged such that the end portions of the corridors are close to each other so that the corridors are substantially aligned, and the corridors of the pair of buildings are close to each other. Attach a receiving member to each end and make a large hole in the receiving member with a diameter much larger than the diameter of the bolt, and bridge the connecting plate on both receiving members and project it on the lower surface of the connecting plate. Insert the bolt through the large diameter hole, insert a holding plate with a larger diameter than the large diameter hole into the bolt, and screw a nut onto the bolt to sandwich the receiving material between the holding plate and the connecting plate, and connect. A connecting structure for a building with a corridor, wherein a plate is slidably connected to at least one of the corridors.
JP2079475A 1990-03-28 1990-03-28 Connection structure of corridor of building with corridor Expired - Lifetime JPH0676700B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2079475A JPH0676700B2 (en) 1990-03-28 1990-03-28 Connection structure of corridor of building with corridor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2079475A JPH0676700B2 (en) 1990-03-28 1990-03-28 Connection structure of corridor of building with corridor

Publications (2)

Publication Number Publication Date
JPH03279529A JPH03279529A (en) 1991-12-10
JPH0676700B2 true JPH0676700B2 (en) 1994-09-28

Family

ID=13690918

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2079475A Expired - Lifetime JPH0676700B2 (en) 1990-03-28 1990-03-28 Connection structure of corridor of building with corridor

Country Status (1)

Country Link
JP (1) JPH0676700B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0633622B2 (en) * 1987-01-28 1994-05-02 ナショナル住宅産業株式会社 Connection structure of corridors of adjacent buildings

Also Published As

Publication number Publication date
JPH03279529A (en) 1991-12-10

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