JPH0676699B2 - Connection structure of corridor of building with corridor - Google Patents
Connection structure of corridor of building with corridorInfo
- Publication number
- JPH0676699B2 JPH0676699B2 JP2079474A JP7947490A JPH0676699B2 JP H0676699 B2 JPH0676699 B2 JP H0676699B2 JP 2079474 A JP2079474 A JP 2079474A JP 7947490 A JP7947490 A JP 7947490A JP H0676699 B2 JPH0676699 B2 JP H0676699B2
- Authority
- JP
- Japan
- Prior art keywords
- corridor
- connecting plate
- building
- corridors
- 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 - Fee Related
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- 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
本発明は、一対の建物をその外側に設けた廊下同士で連
結する構造に関するものである。The present invention relates to a structure in which a pair of buildings are connected by corridors provided outside thereof.
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、大３図に示すように、一方の建物1aの廊下2aの屋外
側端縁に他方の建物1bの廊下2bの端部が平面Ｔ字型に近
接するように配設し、そして一方の建物1aの廊下2aの屋
外側端縁と他方の建物1bの廊下2bの端部との間に連結プ
レート３を結合して固定することによって、廊下2a,2b
を連結プレート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. 3, one of the buildings 1a is arranged so that the end of the corridor 2b of the other building 1b is close to the plane T-shape on the outdoor side edge of the corridor 2a, and one of the buildings is arranged. By connecting and fixing the connecting plate 3 between the outdoor side edge of the corridor 2a of 1a and the end of the corridor 2b of the other building 1b, the corridors 2a, 2b
Are connected by a connecting plate 3 so that they can move back and forth, and a pair of buildings 1a and 1b are connected so that they can be treated as one building according to the law.
上記のように廊下2a,2bを連結プレート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、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、連結プ
レート３と廊下2a,2bとの間にずれ応力などが作用し
て、連結プレート３と廊下2a,2bとの結合部分が破損さ
れたり、連結プレート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、連結プ
レート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 the buildings 1a and 1b are structurally completely independent of each other, when the buildings 1a and 1b shake due to an earthquake or the like, the buildings 1a and 1b will shake independently of each other in different states. There is a risk that the connecting plate 3 and the corridors 2a and 2b may be subjected to a shear stress, which may damage the joint between the connecting plate 3 and the corridors 2a and 2b, or the connecting plate 3 may be damaged. There was a problem. 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 risk of damaging the connection plate or the connection portion thereof. is there.
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、一方の
建物1aの廊下2aの屋外側端縁の近傍に他方の建物1bの廊
下2bの一端部が近接する位置に配設し、上記一方の建物
1aの廊下2aの屋外側端縁と他方の建物1bの廊下2bの一端
部にそれぞれ受け材23を取り付けると共にこの両受け材
23の上に連結プレート３を架け渡し、連結プレート３に
ボルト26の径よりもはるかに大きい大径孔22を設け、大
径孔22よりも直径が大きい押さえプレート27を被挿した
ボルト26を大径孔22に通すと共に受け材23に設けたねじ
孔25にこのボルト26を螺合することによって、押さえプ
レート27と受け材23の間に連結プレート３を挟持して、
連結プレート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 corridor connecting structure of the building with a corridor according to the present invention, a pair of buildings 1a, 1b provided with the corridors 2a, 2b along the outdoor surface, the other in the vicinity of the outdoor side edge of the corridor 2a of one building 1a The building 1b is located near one end of the corridor 2b.
A receiving member 23 is attached to each of the outdoor side edge of the corridor 2a of 1a and one end of the corridor 2b of the other building 1b, and both receiving members are attached.
The connecting plate 3 is bridged over the connecting plate 23, and the connecting plate 3 is provided with a large diameter hole 22 much larger than the diameter of the bolt 26. By passing the bolt 26 through the large-diameter hole 22 and screwing the bolt 26 into the screw hole 25 provided in the receiving member 23, the connecting plate 3 is sandwiched between the pressing plate 27 and the receiving member 23,
The connecting plate 3 is slidably connected to at least one of the corridors 2a and 2b.
本発明にあっては、連結プレート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,1bが独立して揺れてずれ応力が連結プレート３と
廊下2a,2bとの間に作用しても、このずれ応力は連結プ
レート３のスライドによって吸収される。According to 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 swing independently and the shear stress causes the connecting plate 3 and the corridor 2a and 2a to move. Even if it acts between 2b and this, the displacement stress is absorbed by the slide of the connecting plate 3.
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３図に示したように、一方の建物1aの廊
下2aの屋外側端縁に他方の建物1bの廊下2bの端部が平面
Ｔ字型に近接するように配設してある。第３図中35は階
段である。 第５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５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1aの廊下2aに近接する建物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
出する端部が廊下2aの外側端縁に近接するように建物1
a,1bは配設されるものである。 一方、連結プレート３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３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
３を用いて各建物1a,1bの廊下2a,2bの骨組み10,10を連
結するものであり、連結するにあたってはまず廊下2aの
骨組み10の廊下前梁14の廊下2bに近接する箇所の上に受
け材23を溶接等で取り付けると共に廊下2bの骨組み10の
端部梁18の上に受け材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24にはねじ孔25が穿設してある。そして第１図のよう
に両受け材23,23の上に連結プレート３を掛け渡し、第
２図に示すように連結プレート３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３
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３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2a,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は連結プレート３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３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を仕上げるものである。例えば、デッキプ
レートなどを骨組み10に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
上げし、さらにその上に化粧マットなどを敷くことによ
って、第１図に示すように廊下2a,2bを仕上げることが
できるものであり、第４図に示すように連結プレート３
によって廊下2a,2bが一体に連結されたものとして形成
することができる。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４図中36は排水溝、33は手摺
り支柱であり、手摺り支柱33の上端には手摺りを取り付
けるようにしてある。さらに廊下2a,2bの下側には岩綿3
4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、連結プレート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1
a,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るが、連結プレート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、連結プレー
ト３と廊下2a,2bとの間にずれ応力などが作用してもこ
のずれ応力は連結プレート３のスライド移動で吸収さ
れ、連結プレート３と廊下2a,2bとの結合部分が破損さ
れたり、連結プレート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, 1b are provided with corridors 2a, 2b on the second and third floors that extend along one side of the outdoor area. As shown in FIG. 3, one pair of buildings 1a, 1b The end of the corridor 2b of the other building 1b is arranged on the outdoor side edge of the corridor 2a of the other building 1a so as to be close to the plane T shape. 35 in FIG. 3 is a staircase. FIG. 5 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. 5, 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. It is a corridor joint beam suspended between the corridor front beam 14 and the receiving beam 12, and the receiving beam 12, the corridor pillars 13, the corridor front beam 14, and the corridor joint beam 15 form a corridor frame 10. At the end of the corridor 2b of the building 1b, which is adjacent to the corridor 2a of the building 1a, a protruding beam 17 supported by a protruding corridor pillar 16 is provided.
And an end beam 18 supported between the projecting corridor columns 16 and 16 so that the corridor frame 10 is projected. Make sure that this protruding end is close to the outer edge of the corridor 2a.
a and 1b are provided. On the other hand, the connecting plate 3 is formed of a metal plate or the like, and the inclined pieces 21 are provided on both side edges thereof.
Large-diameter holes 22 are formed in both end portions of the connecting plate 3 at positions closer to the inner side. This connecting plate 3 is used to connect the frames 10 and 10 of the corridors 2a and 2b of the buildings 1a and 1b, and when connecting, first, the structure is located close to the corridor 2b of the front corridor 14 of the frame 10 of the corridor 2a. The receiving member 23 is attached to the place by welding or the like, and the receiving member 23 is attached to the end beam 18 of the frame 10 of the corridor 2b by welding or the like. Receiving material
Reference numeral 23 denotes a U-shaped cross-section steel or the like, and a screw hole 25 is formed in the upper piece 24. Then, as shown in FIG. 1, the connecting plate 3 is laid over both receiving members 23, 23, and as shown in FIG. 2, the bolt 26 passed through the large-diameter hole 22 of the connecting plate 3 is screwed into the receiving member 23. Screw to 25. At this time, 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 a holding plate 27 having a larger diameter than the large-diameter hole 22 is inserted into the bolt 26. When the bolt 26 is screwed into the screw hole 25, the pressing plate 27 is provided at the periphery of the large diameter hole 22 and the connecting plate 3
Will be pressed against the upper surface of. Therefore, 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 connecting plate 3 can be fixed to the frameworks 10 and 10 of the corridors 2a and 2b through the receiving members 23 and 23, and the frameworks 10 and 10 of the corridors 2a and 2b are connected by the connecting plate 3. can do. In this way, the connecting plate 3
After connecting the 10 and 10, the corridor floor 28 is stretched over each of the frames 10 and 10 to finish the corridors 2a and 2b. For example, after laying a deck plate etc. on the skeleton 10, laying lightweight concrete 29 on it and pouring mortar 30 to make a trowel, and laying a makeup mat etc. on it, as shown in FIG. The corridors 2a and 2b can be finished on the connecting plate 3 as shown in FIG.
Thus, the corridors 2a and 2b can be formed as integrally connected. 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. . Further, in FIG. 4, 36 is a drainage groove, 33 is a handrail support, and a handrail is attached to the upper end of the handrail support 33. Furthermore, rock wool 3 is located under the corridors 2a and 2b.
4 is sprayed to improve 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 a single building according to the law, each building 1a, 1b is structurally completely independent of each other, so that the building 1
When a and 1b swing, the buildings 1a and 1b swing in different states independently of each other, but since the connecting plate 3 can slide as described above, the connecting plate 3 and the corridor 2a Even if a shearing stress is applied between the connecting plates 3 and 2b, the shearing stress is absorbed by the sliding movement of the connecting plate 3, and the connecting portion between the connecting plate 3 and the corridors 2a and 2b is damaged or the connecting plate 3 is damaged. It is possible to prevent that.
上述のように本発明にあたっては、一方の建物の廊下の
屋外側端縁と他方の建物の廊下の一端部との間に連結プ
レートを架設すると共に、連結プレートを各廊下の少な
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プレートと廊下と
の間に作用しても、このずれ応力は連結プレートのスラ
イドによって吸収されるものであり、連結プレートと廊
下との結合部分が破損されたり、連結プレートが破損さ
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、一方の建物の廊下の屋外側端縁と他方の建物の廊下
の一端部にそれぞれ受け材を取り付けると共にこの両受
け材の上に連結プレートを架け渡し、連結プレートにボ
ルトの径よりもはるかに大きい大径孔を設け、大径孔よ
りも直径が大きい押さえプレートを被挿したボルトを大
径孔に通すと共に受け材に設けたねじ孔にこのボルトを
螺合することによって、押さえプレートと受け材の間に
連結プレートを挟持して連結プレートを廊下にスライド
自在に連結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押さえプレートと受け材に対
する連結プレートの滑りによって連結プレートを廊下に
対してスライド自在にすることできると共に、連結プレ
ートがスライドしても連結プレートの大径孔に通してい
る受け材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プレートのスラ
イドが規制されて押さえプレートと受け材の間から連結
プレートが抜けてしまうということがなく、連結プレー
トによる廊下の連結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, the connecting plate is installed between the outdoor edge of the corridor of one building and the one end of the corridor of the other building, and the connecting plate is slidable in at least one of the corridors. Since I tried to bind to
Even if the building shakes independently and the shear stress acts between the connecting plate and the corridor, this shear stress is absorbed by the slide of the connecting plate, and the joint between the connecting plate and the corridor is damaged. It is also possible to prevent the connection plate from being damaged. In addition, support members are attached to the outdoor side edge of the corridor of one building and one end of the corridor of the other building, and a connecting plate is bridged over both receiving members, and the connecting plate is much larger than the bolt diameter. A large hole is formed in the hole, and a bolt with a holding plate with a diameter larger than that of the large hole is inserted through the large hole, and at the same time, the bolt is screwed into a screw hole provided in the receiving material. Since the connecting plate is sandwiched between the receiving members so that the connecting plate can be slidably connected to the corridor, the connecting plate is connected to the holding plate and the receiving member within the distance corresponding to the difference in diameter between the large diameter hole and the bolt. By sliding the plates, the connecting plate can be slidable in the corridor, and even if the connecting plate slides, the volute of the receiving material that passes through the large diameter hole of the connecting plate. Does not come out of the large-diameter hole, and even if there is a large shaking of the building, the connecting plate does not come out between the holding plate and the receiving member due to the sliding of the connecting plate being restricted. There is no danger that the connection of the corridor with the plate will be disconnected.
第１図は本発明の一実施例の断面図、第２図は同上の一
部の拡大した断面図、第３図は同上の縮小した概略平面
図、第４図は同上の平面図、第５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は連結プレート、22は大
径孔、23は受け材、25はねじ孔、26はボルト、27は押さ
えプレートである。1 is a sectional view of an embodiment of the present invention, FIG. 2 is a partially enlarged sectional view of the same as above, FIG. 3 is a reduced schematic plan view of the same above, FIG. 4 is a plan view of the same above, FIG. 5 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 member, 25 is a screw hole, 26 is a bolt, and 27 is a holding plate.
Claims (1)
を、一方の建物の廊下の屋外側端縁の近傍に他方の建物
の廊下の一端部が近接する位置に配設し、上記一方の建
物の廊下の屋外側端縁と他方の建物の廊下の一端部にそ
れぞれ受け材を取り付けると共にこの両受け材の上に連
結プレートを架け渡し、連結プレートにボルトの径より
もはるかに大きい大径孔を設け、大径孔よりも直径が大
きい押さえプレートを被挿したボルトを大径孔に通すと
共に受け材に設けたねじ孔にこのボルトを螺合すること
によって、押さえプレートと受け材の間に連結プレート
を挟持して、連結プレートを各廊下の少なくとも一方に
スライド自在に連結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 provided with a corridor along an outdoor surface is arranged at a position where one end of the corridor of another building is close to the outdoor side edge of the corridor of one building, Attach the receiving material to the outdoor edge of the corridor of one building and the one end of the corridor of the other building, and bridge the connecting plates on both of these receiving materials, and the connecting plate is much larger than the diameter of the bolt. A large-diameter hole is provided, and a bolt with a holding plate with a larger diameter than the large-diameter hole is inserted through the large-diameter hole, and the bolt is screwed into a screw hole provided in the receiving material. A connecting structure for a building with a corridor, wherein a connecting plate is sandwiched between the connecting plates and the connecting plate is slidably connected to at least one of the corridors.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2079474A JPH0676699B2 (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 |
|---|---|---|---|
| JP2079474A JPH0676699B2 (en) | 1990-03-28 | 1990-03-28 | Connection structure of corridor of building with corridor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03279528A JPH03279528A (en) | 1991-12-10 |
| JPH0676699B2 true JPH0676699B2 (en) | 1994-09-28 |
Family
ID=13690889
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2079474A Expired - Fee Related JPH0676699B2 (en) | 1990-03-28 | 1990-03-28 | Connection structure of corridor of building with corridor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0676699B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7585772B2 (en) | 2006-07-26 | 2009-09-08 | Freiberger Compound Materials Gmbh | Process for smoothening III-N substrates |
| US8778078B2 (en) | 2006-08-09 | 2014-07-15 | Freiberger Compound Materials Gmbh | Process for the manufacture of a doped III-N bulk crystal and a free-standing III-N substrate, and doped III-N bulk crystal and free-standing III-N substrate as such |
Family Cites Families (1)
| 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 |
-
1990
- 1990-03-28 JP JP2079474A patent/JPH0676699B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03279528A (en) | 1991-12-10 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |