Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0639800B2 - Corridor structure connecting two buildings - Google Patents
[go: Go Back, main page]

JPH0639800B2 - Corridor structure connecting two buildings - Google Patents

Corridor structure connecting two buildings

Info

Publication number
JPH0639800B2
JPH0639800B2 JP7947790A JP7947790A JPH0639800B2 JP H0639800 B2 JPH0639800 B2 JP H0639800B2 JP 7947790 A JP7947790 A JP 7947790A JP 7947790 A JP7947790 A JP 7947790A JP H0639800 B2 JPH0639800 B2 JP H0639800B2
Authority
JP
Japan
Prior art keywords
corridor
buildings
halves
building
connecting plate
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
JP7947790A
Other languages
Japanese (ja)
Other versions
JPH03279531A (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 JP7947790A priority Critical patent/JPH0639800B2/en
Publication of JPH03279531A publication Critical patent/JPH03279531A/en
Publication of JPH0639800B2 publication Critical patent/JPH0639800B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)
  • 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】[Industrial applications]

本発明は、一対の隣り合う二棟の建築物の間に廊下を形
成するための構造に関するものである。
The present invention relates to a structure for forming a corridor between a pair of adjacent two buildings.

【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を設けて形成される集
合住居などにおいて、隣り合う二棟の建築物の間に共通
の廊下を別途取り付けることが考えられる。この場合、
共通の廊下は構造的には隣り合う二棟の建築物の間の隙
間に別途廊下専用の廊下柱を立設して荷重を支持するよ
うにしていた。そして、共通の廊下を利用して両方の建
築物の各住居室に出入りすることができるようにしてい
た。ところが、二棟の建築物の間の隙間に廊下柱が存在
するため、廊下柱が邪魔になり、また、廊下柱の分だけ
二棟の建築物の間に形成される廊下の有効幅が狭くなる
という問題がある。そこで、本発明者はこのような廊下
柱を設けなくて良い工法として対向する二棟の建築物の
外壁の梁に廊下の下地となる骨組を固着して建築物の梁
で廊下の荷重を受けるようにすることを考えた。
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, for example, in a collective dwelling formed by providing a plurality of dwelling rooms, a common corridor may be separately installed between two adjacent buildings. in this case,
Structurally, the common corridor was constructed so that a corridor pillar dedicated to the corridor was erected separately in the gap between two adjacent buildings to support the load. The common hallway was then used to enter and leave each living room in both buildings. However, since there are corridor pillars in the gap between the two buildings, the corridor pillars are an obstacle, and the effective width of the corridor formed between the two buildings is narrowed by the corridor pillars. There is a problem of becoming. Therefore, as a construction method in which the present inventor does not need to provide such a corridor column, the frame of the corridor base is fixed to the beams of the outer walls of the two buildings facing each other and the load of the corridor is received by the beams of the building. Thought of doing so.

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

ところが、上記のように一対の対向する建築物の外壁の
梁にそれぞれ廊下の下地材を固着した場合、一対の建築
物は一棟として扱われるが、各建物は構造的には相互に
完全に独立しているために、地震などで上記一対の建築
物が揺れる際は、一対の建築物は相互に独立して異なる
状態で揺れることになり、廊下の下地となる骨組にずれ
応力などが作用して、骨組の梁への取り付け部分が破損
したり、廊下の仕上げのモルタル等にクラックが発生し
たりするという問題があった。 そこで、このような問題点を解決するために対向する一
対の建築物の外壁から片持状に廊下を突設し、廊下の先
端を他方の建築物の外壁に近接するが、廊下と他方の建
築物とは構造的に縁を切ることを考えたが、この場合、
全廊下の荷重が全て一方の建築物の外壁側にかかり、こ
のため、全廊下の荷重を支持する方の建築物の外壁側の
梁等の構造材は他方の廊下の荷重がかからない建築物の
外壁側の梁等の構造材に比べて支持力の大きなものを必
要として、部材の共通化がはかれないという問題があ
る。 本発明は上記の問題点に鑑みて為されたものであり、そ
の目的とするところは、特別な廊下柱を必要とせず、廊
下の荷重を両側の建築物の外壁の構造材で支持でき、ま
た、廊下の下地となる骨組の建築物の外壁への取り付け
部分が破損したり、仕上げのモルタル等にクラックが発
生したりする恐れがない二棟の建築物を接続する廊下の
構造を提供するにある。
However, when the corridor base materials are fixed to the beams on the outer walls of a pair of opposing buildings as described above, the pair of buildings are treated as one building, but each building is structurally completely mutual. Because of the independence, when the above-mentioned pair of buildings shakes due to an earthquake or the like, the pair of buildings will shake in different states independently of each other, and shear stress etc. will act on the frame that is the base of the corridor. Then, there is a problem that a mounting portion of the frame to the beam is damaged or cracks are generated in the mortar or the like for finishing the corridor. Therefore, in order to solve such a problem, a corridor is projected in a cantilever manner from the outer walls of a pair of buildings facing each other, and the tip of the corridor is close to the outer wall of the other building. I thought about cutting the structure structurally, but in this case,
All the loads in the entire corridor are applied to the outer wall side of one building, and therefore the structural materials such as beams on the outer wall side of the building supporting the load of the entire corridor do not apply to the other corridor. There is a problem that a member having a large supporting force is required as compared with a structural material such as a beam on the outer wall side, and the members cannot be shared. The present invention has been made in view of the above problems, and its purpose is to support the load of the corridor by the structural material of the outer wall of the building on both sides without requiring a special corridor pillar, In addition, the structure of the corridor that connects two buildings is provided so that there is no risk of damage to the outer wall of the building that is the framework of the corridor, or cracks in the finished mortar, etc. It is in.

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

本発明に係る二棟の建築物を接続する廊下の構造は、平
行する二棟の独立構造の建築物1の外壁2からそれぞれ
片持梁状に廊下半体3を突出して廊下半体3の側端部同
士を近付けて対向させ、隣り合う廊下半体3の対向側端
部間に連結プレート4を架設して取り付けると共に、連
結プレート4を少なくとも一方の廊下半体3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って、こ
のような構成を採用することで、上記した本発明の目的
を達成したものである。
The structure of the corridor connecting the two buildings according to the present invention is constructed by projecting the corridor halves 3 in a cantilever shape from the outer wall 2 of the two parallel independent structures 1 of the corridor halves. The side ends are brought close to each other to face each other, and the connecting plate 4 is installed between the opposite side ends of the adjacent corridor halves 3 so as to be slidably coupled to at least one of the corridor halves 3. The above-mentioned object of the present invention is achieved by adopting such a configuration.

【作用】[Action]

本発明にあっては、平行する二棟の独立構造の建築物1
の外壁2からそれぞれ片持梁状に廊下半体3を突出して
廊下半体3の側端部同士を近付けて対向させ、しかも両
廊下半体3間に配置される連結プレート4を少なくとも
一方の廊下半体3にスライド自在に取り付けてあること
で、対向する二棟の建築物1がそれぞれ独立して揺れて
ずれ応力が各廊下半体3に作用しても、このずれ応力が
連結プレート4のスライドにより吸収されるものであ
る。そして、二棟の建築物1の間に形成される廊下が二
棟の独立構造の建築物1の外壁2からそれぞれ片持梁状
に廊下半体3を突出して廊下半体3の側端部同士を近付
けて対向させて構成してあるので、それぞれ片持梁状に
突設した廊下半体3の荷重をそれぞれの建築物1の外壁
2部分の構造材で同じように支持することとなり、両建
築物1の構造材の共通化がはかれることになる。
According to the present invention, there are two parallel independent buildings 1
The corridor halves 3 project in a cantilever shape from the outer walls 2 of the corridor halves, and the side ends of the corridor halves 3 are brought close to each other, and at least one connecting plate 4 arranged between the corridor halves 3 is provided. By being slidably attached to the corridor half body 3, even if the two buildings 1 facing each other independently shake and the shear stress acts on each corridor half body 3, this shear stress is applied to the connecting plate 4 It is absorbed by the slide. The corridor formed between the two buildings 1 projects from the outer wall 2 of the two independent buildings 1 in a cantilever shape to the corridor halves 3 and the side ends of the corridor halves 3 respectively. Since they are configured to be close to each other and face each other, the loads of the corridor halves 3 projecting like cantilever beams are similarly supported by the structural materials of the outer wall 2 portion of each building 1, The structural materials of both buildings 1 will be shared.

【実施例】【Example】

以下本発明を添付図面に示す実施例によって詳述する。 二棟の独立した建築物1が平行して構築されるものであ
り、この一対の建築物1としてはいずれも複数の住居室
1aを設けて形成される集合住宅の例が示してある。一対
の建築物1の対向する外壁2からそれぞれ片持梁状に廊
下半体3を突出して廊下半体3の側端部同士を近付けて
対向させてある。両側の建築物1の対向する外壁2から
それぞれ廊下半体3を突設するには例えば第2図に示す
ようにして突設するものである。第2図において一対の
構築物1の対向する各外壁2側の梁5は例えばH型鋼に
より形成してあり、外壁2の柱間に架設してある。この
梁5にコ字状をした短尺の接続金具6の上下の横片を固
着してある。この接続金具6は外壁2の一部を開口した
部分に面していて接続金具6の側面が外壁2の外面と略
面一に位置するものであり、この場合、外壁2の一部と
接続金具6の側面を金属板よりなる幕板で覆って幕板に
より接続金具6部分の防水をはかるようにしてもよい。
接続金具6の側面には廊下半体3の下地となる骨組7が
ボルト8により取り付けられるものである。この廊下半
体3の下地となる骨組7は受け梁7a、前面梁7b間に片持
梁7cを架設して枠組みして構成してある。 このようにして二棟の独立構造の建築物1の外壁2から
それぞれ片持梁状に廊下半体3の下地となる骨組7を突
設するのであるが、対向する廊下半体3の下地となる骨
組7の対向側端部間には連結プレート4が架設して取り
付けられるものであるが、この場合、連結プレート4は
少なくとも一方の廊下半体3の下地となる骨組7側にス
ライド自在に結合されるものである。 連結プレート4は金属板などで形成されるものであり、
その両側端縁に傾斜片21を設けると共に傾斜片21よ
り内側寄りの位置において連結プレート4の両側端部に
それぞれ大径孔22が穿設してある。この連結プレート
4を用いて各建物1から突設した廊下半体3の骨組7を
連結するものであり、連結するにあたってはまず一方の
廊下半体3の骨組み7の前面梁7bに受け材23を溶接等
で取り付けると共に他方の廊下半体3の骨組み7の前面
梁7bに受け材23を溶接等で取り付ける。受け材23は
断面コ字型の型鋼などで形成されるものであり、上片2
4にはねじ孔25が穿設してある。そして第2図のよう
に両受け材23の上に連結プレート4を掛け渡し、第3
図に示すように連結プレート4の大径孔22に通したボ
ルト26を受け材23のねじ孔25に螺合させる。この
とき大径孔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プレー
ト27が被挿して設けてあり、ボルト26をねじ孔25
に螺合させると押さえプレート27が大径孔22の周縁
において連結プレート4の上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
囲で連結プレート4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プレート3を各廊下半体3の骨組
み7に受け材23を介して固定することができ、各廊下
半体3の骨組み7は連結プレート4によって連結するこ
とができる。このように連結プレート4で骨組み7を連
結した後に、各骨組み7に廊下半体3の床を形成するも
のである。すなわち、添付図面に示す実施例では、骨組
7にデッキプレート9を載設し、この上に軽量コンクリ
ート10を打設し、更にモルタル11により仕上げをし
て廊下半体3の床を形成するものであり、このようにす
ることで、対向する一対の建築物1の外壁2からそれぞ
れ片持状に突設する廊下半体3を形成すると共に対向す
る廊下半体3を連結プレート4で連結して二棟の建築物
1に共通の廊下を形成するものである。そして、この廊
下には階段40が接続されるが、階段40は階段用柱4
1を立設してこれに固定し、上記、各廊下半体3とは構
造的に縁を切り、廊下半体3との接続に当たっては廊下
半体3同士の接続に用いるのと同じ連結プレート4をス
ライド自在に連結することにより行うものである。とこ
ろで、共通の廊下より対向する二棟の建築物1に設けた
各住居室1aに出入りするものである。 なお、第2図中31は廊下半体3の下面に取り付ける廊
下天井、32は各廊下半体3の廊下天井31を連結する
連結天井であり、連結天井32は各廊下天井31に対し
てスライド自在に連結するのが好ましい。さらに、各廊
下半体3の下側及び廊下半体3の対向側部には岩綿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、対向する建築物1の外壁2から片持状に突出
する廊下半体3を連結プレート4で連結することによっ
て、一対の建築物1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、各建築物1は構造的には相互に完全に独
立しているために、地震などで建築物1が揺れる際は、
建築物1は相互に独立して異なる状態で揺れることにな
るが、連結プレート4は上記のようにスライド移動する
ことができるために、連結プレート4と廊下半体3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プレ
ート4のスライド移動で吸収され、連結プレート4と廊
下半体3との結合部分が破損されたり、連結プレート4
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。そして、また、二棟の建築物1の間に形成される
共通の廊下は構造的には2つの廊下半体3に分割してあ
って各廊下半体3がそれぞれ構造的に独立した建築物1
に片持梁状に固定してあるため、各廊下半体3からの荷
重はそれぞれの建築物1の外壁2の構造体である梁5に
支持されることになる。したがって、各建築物1の外壁
2の廊下半体3を支持する梁5は同じ強度の部材を使用
することができて、部材の共通化がはかれるものであ
る。 なお、上記実施例では隣り合う廊下半体3の対向側端部
間に連結プレート4を架設して取り付けるに当たり連結
プレート4の両端部を両廊下半体3にスライド自在に取
り付けた実施例を示したが、一方の廊下半体3に連結プ
レート4の一端部を固定すると共に他方の廊下半体3に
連結プレート4の他端部をスライド自在に結合してもよ
いものである。
Hereinafter, the present invention will be described in detail with reference to the embodiments shown in the accompanying drawings. Two independent buildings 1 are constructed in parallel, and as a pair of these buildings 1, there are multiple living rooms.
An example of an apartment house formed by providing 1a is shown. The corridor halves 3 project in a cantilever shape from the opposing outer walls 2 of the pair of buildings 1 and the side ends of the corridor halves 3 are brought close to each other and face each other. To project the corridor halves 3 from the opposing outer walls 2 of the building 1 on both sides, for example, as shown in FIG. In FIG. 2, the beams 5 on the opposite outer wall 2 sides of the pair of constructs 1 facing each other are made of, for example, H-shaped steel, and are installed between columns of the outer wall 2. The upper and lower horizontal pieces of a U-shaped short connecting fitting 6 are fixed to the beam 5. The connecting metal fitting 6 faces the part of the outer wall 2 that is open, and the side surface of the connecting metal fitting 6 is located substantially flush with the outer surface of the outer wall 2. In this case, the connecting metal fitting 6 is connected to a part of the outer wall 2. The side surface of the metal fitting 6 may be covered with a curtain plate made of a metal plate to waterproof the connecting metal fitting 6 portion with the curtain plate.
A frame 7 serving as a base of the corridor half body 3 is attached to the side surface of the connection fitting 6 with a bolt 8. The frame 7, which is the base of the corridor half body 3, is constructed by constructing a cantilever 7c between a receiving beam 7a and a front beam 7b. In this way, the frameworks 7 serving as the bases of the corridor half bodies 3 are projecting from the outer walls 2 of the two independent buildings 1 in a cantilevered manner. The connecting plate 4 is installed by being installed between the opposite end portions of the skeleton 7 which is formed. In this case, the connecting plate 4 is slidable to the skeleton 7 side which is the base of at least one of the corridor halves 3. Is to be combined. The connection plate 4 is formed of a metal plate or the like,
Inclined pieces 21 are provided on both side edges, and large-diameter holes 22 are formed in both side ends of the connecting plate 4 at positions closer to the inner side than the inclined pieces 21. This connecting plate 4 is used to connect the frames 7 of the corridor halves 3 projecting from each building 1. When connecting, first, the front beam 7b of the skeleton 7 of the one corridor half 3 is fitted with the receiving member 23. Is attached by welding or the like, and the receiving member 23 is attached by welding or the like to the front beam 7b of the frame 7 of the other corridor half body 3. The receiving member 23 is made of steel having a U-shaped cross section, and the upper piece 2
4 is provided with a screw hole 25. Then, as shown in FIG. 2, the connecting plate 4 is laid over both receiving members 23,
As shown in the drawing, the bolt 26 passed through the large diameter hole 22 of the connecting plate 4 is screwed into the screw hole 25 of the receiving member 23. At this time, the large-diameter hole 22 is formed as a round hole having a diameter much larger (several times or more) than the diameter of the bolt 26, and a holding plate 27 having a larger diameter than the large-diameter hole 22 is inserted into the bolt 26. Bolts 26 and screw holes 25
When it is screwed in, the pressing plate 27 is pressed against the upper surface of the connecting plate 4 at the peripheral edge of the large diameter hole 22. Therefore, the connecting plate 4 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 connecting plate 3 can be fixed to the frame 7 of each corridor half body 3 via the receiving member 23, and the frame 7 of each corridor half body 3 can be connected by the connecting plate 4. After the frames 7 are connected by the connection plates 4 in this manner, the floor of the corridor half body 3 is formed in each frame 7. That is, in the embodiment shown in the accompanying drawings, the deck plate 9 is placed on the skeleton 7, the lightweight concrete 10 is placed thereon, and the mortar 11 is finished to form the floor of the corridor half body 3. By doing so, the corridor halves 3 projecting cantileveredly from the outer walls 2 of the pair of opposing buildings 1 are formed, and the corridor halves 3 facing each other are connected by the connecting plate 4. It forms a common corridor between the two buildings 1. The stairs 40 are connected to this corridor, and the stairs 40 are the pillars 4 for stairs.
1 is erected and fixed to this, and the above-mentioned connecting plate that is structurally cut off from each corridor half body 3 and used to connect the corridor half bodies 3 to each other. 4 is slidably connected. By the way, from the common corridor, it is possible to go in and out of each of the living rooms 1a provided in the two buildings 1 facing each other. In FIG. 2, 31 is a corridor ceiling attached to the lower surface of the corridor half body 3, 32 is a connecting ceiling that connects the corridor ceilings 31 of each corridor half body 3, and the connecting ceiling 32 slides with respect to each corridor ceiling 31. It is preferable to connect them freely. Further, rock wool 34 is provided on the lower side of each corridor half body 3 and on the opposite side of the corridor half body 3.
To improve the fire resistance. By connecting the corridor halves 3 projecting in a cantilever manner from the outer wall 2 of the facing building 1 with the connecting plate 4, the pair of building 1 can be treated as one building. is there. And although it is treated as one building under the law, each building 1 is structurally completely independent of each other, so when the building 1 shakes due to an earthquake or the like,
Although the building 1 swings in different states independently of each other, the coupling plate 4 can slide and move as described above, so that the displacement stress between the coupling plate 4 and the corridor half body 3, etc. Even if the contact plate acts, this displacement stress is absorbed by the sliding movement of the connecting plate 4, the connecting portion between the connecting plate 4 and the corridor half body 3 is damaged, and the connecting plate 4
It is possible to prevent the damage. Further, the common corridor formed between the two buildings 1 is structurally divided into two corridor halves 3, and each corridor half 3 is a structurally independent building. 1
Since it is fixed in a cantilever shape, the load from each corridor half body 3 is supported by the beam 5, which is the structure of the outer wall 2 of each building 1. Therefore, the beams 5 supporting the corridor halves 3 of the outer wall 2 of each building 1 can use members having the same strength, and the members can be shared. In addition, in the above-mentioned embodiment, when the connection plate 4 is installed between the opposite side end portions of the adjacent corridor halves 3 and attached, both ends of the connection plate 4 are slidably attached to both corridor halves 3. However, one end of the connecting plate 4 may be fixed to one corridor half 3 and the other end of the connecting plate 4 may be slidably coupled to the other corridor half 3.

【発明の効果】【The invention's effect】

上述のように本発明にあっては、平行する二棟の独立構
造の建築物の外壁からそれぞれ片持梁状に廊下半体を突
出して廊下半体の側端部同士を近付けて対向させ、隣り
合う廊下半体の対向側端部間に連結プレートを架設して
取り付けると共に、連結プレートを少なくとも一方の廊
下半体にスライド自在に結合してあるので、対向する二
棟の建築物がそれぞれ独立して揺れてずれ応力が各廊下
半体に作用しても、このずれ応力が連結プレートのスラ
イドにより吸収され、廊下の下地となる骨組の建築物の
外壁への取り付け部分が破損したり、仕上げのモルタル
等にクラックが発生したりする恐れがなく、また、二棟
の建築物の間に形成される廊下が二棟の独立構造の建築
物の外壁からそれぞれ片持梁状に廊下半体を突出して廊
下半体の側端部同士を近付けて対向させて構成してある
ので、それぞれ片持梁状に突設した廊下半体の荷重をそ
れぞれの建築物の外壁部分の構造材で同じように支持す
ることとなり、両建築物の構造材の共通化がはかれるも
のである。
As described above, in the present invention, the corridor halves are projected in a cantilever shape from the outer walls of the two independent independent buildings in parallel, and the side ends of the corridor halves are brought close to each other to face each other, Connecting plates are installed between the opposite ends of adjacent corridor halves, and the connecting plates are slidably connected to at least one of the corridor halves, so the two buildings facing each other are independent. Even if it shakes and shear stress acts on each corridor half, this shear stress is absorbed by the slides of the connecting plates, and the part of the corridor foundation frame attached to the outer wall of the building is damaged or finished. There is no risk of cracks in the mortar, etc., and the corridor formed between the two buildings is a cantilever half-shaped corridor from the outer wall of the two independent buildings. Projecting sideways of the corridor half Since they are configured to face each other closely, the loads of the corridor halves projecting like cantilever beams will be similarly supported by the structural material of the outer wall of each building, The structural materials are standardized.

【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廊下半体の下地となる骨組
の取り付けを示す概略配置図、第2図は本発明の拡大断
面図、第3図は同上の連結プレートの取り付け部分の拡
大断面図であって、1は建築物、2は外壁、3は廊下半
体、4は連結プレートである。
FIG. 1 is a schematic layout view showing the installation of a frame as a base of a corridor half body according to an embodiment of the present invention, FIG. 2 is an enlarged sectional view of the present invention, and FIG. It is an expanded sectional view, 1 is a building, 2 is an outer wall, 3 is a corridor half, 4 is a connecting plate.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】平行する二棟の独立構造の建築物の外壁か
らそれぞれ片持梁状に廊下半体を突出して廊下半体の側
端部同士を近付けて対向させ、隣り合う廊下半体の対向
側端部間に連結プレートを架設して取り付けると共に、
連結プレートを少なくとも一方の廊下半体にスライド自
在に結合して成ることを特徴とする二棟の建築物を接続
する廊下の構造。
1. A corridor half body is projected in a cantilever shape from the outer wall of an independent structure of two parallel buildings, and side edges of the corridor half bodies are brought close to each other so as to face each other. A connecting plate is erected between the opposite end parts, and
A structure of a corridor for connecting two buildings, wherein a connecting plate is slidably connected to at least one of the corridor halves.
JP7947790A 1990-03-28 1990-03-28 Corridor structure connecting two buildings Expired - Lifetime JPH0639800B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7947790A JPH0639800B2 (en) 1990-03-28 1990-03-28 Corridor structure connecting two buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7947790A JPH0639800B2 (en) 1990-03-28 1990-03-28 Corridor structure connecting two buildings

Publications (2)

Publication Number Publication Date
JPH03279531A JPH03279531A (en) 1991-12-10
JPH0639800B2 true JPH0639800B2 (en) 1994-05-25

Family

ID=13690977

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7947790A Expired - Lifetime JPH0639800B2 (en) 1990-03-28 1990-03-28 Corridor structure connecting two buildings

Country Status (1)

Country Link
JP (1) JPH0639800B2 (en)

Also Published As

Publication number Publication date
JPH03279531A (en) 1991-12-10

Similar Documents

Publication Publication Date Title
US3822519A (en) Building structure
JP5833564B2 (en) Paneled structural system for building
WO2019227174A1 (en) Connection system
US11391043B2 (en) Modular system and kit for the dry building of structures for constructions, as well as a building method thereof
JPH0639800B2 (en) Corridor structure connecting two buildings
JP2001220818A (en) Steel framework structure
JPH09317205A (en) Method for extending sunroom
JP4919126B2 (en) Structural member and assembly method thereof
JPH0639799B2 (en) Structure of the corridor base that connects two buildings to each other
JPH07279247A (en) Structure frame of concrete core wall and steel frame
JPH0676699B2 (en) Connection structure of corridor of building with corridor
JP4004947B2 (en) Structure for forming column-free large space in steel structure building
JP5736168B2 (en) Wooden building
JPH03279529A (en) Connecting structure for passageway of building having passageway
JP3019502U (en) House with earthquake-resistant evacuation room
JPH07145639A (en) Three-story unit building
JP2774059B2 (en) Three-storey unit building
JP2999322B2 (en) Building floor equipment
JPH09268658A (en) Stigma-column connection structure and unit building
CZ2022131A3 (en) Method of production of modular type of units
JP4551031B2 (en) Panel body for building a house and method for building a house
JPH0421970Y2 (en)
JP2022138941A (en) Frame unit and simple structure
JPH01137030A (en) Method of constructing body of multistoried building
JPH0813615A (en) Unit building connection