JP2804603B2 - Building - Google Patents
BuildingInfo
- Publication number
- JP2804603B2 JP2804603B2 JP2139149A JP13914990A JP2804603B2 JP 2804603 B2 JP2804603 B2 JP 2804603B2 JP 2139149 A JP2139149 A JP 2139149A JP 13914990 A JP13914990 A JP 13914990A JP 2804603 B2 JP2804603 B2 JP 2804603B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- floor panel
- panel
- joint
- wall
- 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
Links
Description
本発明は、上下に配設された壁パネルの間を結合する
ジョイント金具に床パネルを結合した建築物に関するも
のである。TECHNICAL FIELD The present invention relates to a building in which a floor panel is connected to a joint fitting for connecting between vertically arranged wall panels.
従来より、第２図に示すように、上下に配設された壁
パネル1,2の間をジョイント金具3bを介して結合し、ジ
ョイント金具3bに床パネル４を結合した構造の建築物が
提供されている。 壁パネル1,2には、長方形状に形成された枠体11の少
なくとも一面をパーティクルボードなどの面板12で覆っ
て補強した、いわゆるストレススキンパネルが用いられ
ている。2. Description of the Related Art Conventionally, as shown in FIG. 2, there is provided a building having a structure in which wall panels 1 and 2 arranged vertically are connected via a joint fitting 3b and a floor panel 4 is connected to the joint fitting 3b. Have been. As the wall panels 1 and 2, a so-called stress skin panel is used in which at least one surface of a rectangular frame 11 is covered with a face plate 12 such as a particle board and reinforced.
上記従来構成の建築物は、壁パネル1,2が比較的長い
スパンを有しているものであるから、壁パネル1,2に直
交する方向の外力が作用すると壁パネルの中央部が撓み
やすく、風圧に対する強度を高めることが課題になって
いる。 このような課題に対して、壁パネル1,2に直交する方
向に梁状の横架材を配設することが考えられるが、この
ような横架材を別途に設けると、コスト高になるという
問題が生じる。 本発明は上記問題点の解決を目的とするものであり、
別途に横架材を設けることなく壁パネルの風圧に対する
強度を高め、しかも、床パネルの剛性も向上させること
ができるようにした建築物を提供しようとするものであ
る。In the building of the above-described conventional configuration, the wall panels 1 and 2 have a relatively long span, so that when an external force in a direction perpendicular to the wall panels 1 and 2 acts, the center of the wall panel is easily bent. However, increasing the strength against wind pressure is an issue. For such a problem, it is conceivable to dispose a beam-shaped transverse member in a direction orthogonal to the wall panels 1 and 2. However, providing such a separate transverse member increases the cost. The problem arises. The present invention is aimed at solving the above problems,
It is an object of the present invention to provide a building in which the strength of a wall panel against wind pressure can be increased without separately providing a transverse member, and the rigidity of a floor panel can be improved.
本発明では、上記目的を達成するために、上下に配設
された壁パネルの間を結合するジョイント金具に床パネ
ルが結合された建築物において、床パネルを、長方形状
の枠体と、枠体の少なくとも一面を略全面に亙って覆う
面板と、枠体における互いに対向する一対の長辺の中間
部同士を結合する中間支持材とにより構成し、前記ジョ
イント金具を壁パネルの一辺に沿う複数箇所に配置し、
床パネルの中間支持材を壁パネルの前記一辺の中間部で
あって２個のジョイント金具の間に位置するように壁パ
ネルと床パネルとを配置し、各ジョイント金具を前記枠
体に結合しているのである。According to the present invention, in order to achieve the above object, in a building in which a floor panel is connected to a joint fitting for connecting between vertically arranged wall panels, the floor panel has a rectangular frame and a frame. A face plate that covers at least one surface of the body over substantially the entire surface, and an intermediate support member that joins the middle portions of a pair of long sides facing each other in the frame body, and the joint fitting is provided along one side of the wall panel. Place in multiple places,
The wall panel and the floor panel are arranged so that the intermediate support member of the floor panel is located at an intermediate portion of the one side of the wall panel and between the two joint fittings, and each joint fitting is connected to the frame. -ing
上記構成によれば、床パネルに中間支持材を設けたこ
とによって、床パネルの剛性が向上し、耐荷重性能が大
きくなる。しかも、ジョイント金具を壁パネルの一辺に
沿う複数箇所に配置し、床パネルの中間支持材を壁パネ
ルの前記一辺の中間部であって２個のジョイント金具の
間に位置するように壁パネルと床パネルとを配置し、各
ジョイント金具を枠体に結合しているから、壁パネル同
士の複数箇所をジョイント金具を介して結合するととも
に、ジョイント金具を介して壁パネルを床パネルに結合
していることで、壁パネルに作用する風圧をジョイント
金具を介して床パネルの枠体で受けることになり、壁パ
ネルの中間部であって２個のジョイント金具の間は床パ
ネルの中間支持材で補強されているから枠体に作用する
力を中間支持材で受けることができる。その結果、横架
材を用いずに比較的低コストとしながらも、壁パネルの
風圧に対する強度を高めることができるのである。 要するに、上下の壁パネル間の少なくとも２箇所がジ
ョイント金具を介して床パネルの枠体に結合され、かつ
２個のジョイント金具の間で中間支持材により枠体が補
強されているから、壁パネルに作用する力は枠体の短辺
と中間支持材との間に設けたジョイント金具を介して枠
体の長辺に伝達されることになり、枠体の長辺に作用す
る力を短辺と中間支持材に分散させて受けることができ
るのであって、応力が局部に集中せず、壁パネルに大き
な風圧が作用しても壁パネルを撓みなく支持することが
できる。According to the above configuration, the provision of the intermediate support member on the floor panel improves the rigidity of the floor panel and increases the load-bearing performance. In addition, the joint fittings are arranged at a plurality of locations along one side of the wall panel, and the intermediate support member of the floor panel is located at the intermediate portion of the one side of the wall panel and is positioned between the two joint fittings. Since the floor panel is arranged and each joint fitting is connected to the frame, a plurality of locations between the wall panels are connected via the joint fitting, and the wall panel is connected to the floor panel via the joint fitting. As a result, the wind pressure acting on the wall panel is received by the frame of the floor panel through the joint metal fittings, and the intermediate part of the wall panel and between the two joint metal fittings is the intermediate support material of the floor panel. Since it is reinforced, the force acting on the frame can be received by the intermediate support member. As a result, it is possible to increase the strength of the wall panel against wind pressure while keeping the cost relatively low without using a horizontal member. In short, at least two points between the upper and lower wall panels are connected to the frame of the floor panel via the joints, and the frame is reinforced by the intermediate support between the two joints. Is transmitted to the long side of the frame via a joint fitting provided between the short side of the frame and the intermediate support member, and the force acting on the long side of the frame is Therefore, the stress is not concentrated locally, and the wall panel can be supported without bending even when a large wind pressure acts on the wall panel.
第１図ないし第３図に示すように、上下一対の壁パネ
ル1,2がジョイント金具3a,3bを介して結合される。各壁
パネル1,2は、従来と同様に、断面略コ形の枠材により
長方形状に形成された枠体11の厚み方向の少なくとも一
面を全面に亙って面板12で覆ったものである（図では内
装用の面板を設けることにより、枠体の両面が覆われて
いる）。ジョイント金具3a,3bとしては、壁パネル1,2の
端部に配設されるジョイント金具3aと、壁パネル1,2の
中間部に配設されるジョイント金具3bとがある。壁パネ
ル1,2は、ボルト・ナットのような固着具13を用いてジ
ョイント金具3a,3bと結合される。ジョイント金具3a,3b
には、床パネル４も結合される。床パネル４は、第４図
および第５図に示すように、断面略コ形の枠材により長
方形状に形成された枠体５の厚み方向の少なくとも一面
を略全面に亙って面板６で覆ったものであって、枠体５
における対向する一対の長辺の中間部間が断面略コ形の
中間支持材７で連結されている。このように形成された
床パネル４は、中間支持材７が存在することによって、
高い剛性を有するものとなり遮音性能や耐荷重性が高い
ものとなるのである。また、床パネル４は、第１図およ
び第３図に示すように、中間支持材７が壁パネル1,2の
中間部に位置するようにして配置される。したがって、
風圧などによって壁パネル1,2に直交する方向に外力が
作用した場合に、壁パネル1,2の中間部の撓みを中間支
持材７によって支持することができるのであって、横架
材を用いることなく、比較的低コストでありながらも風
圧に対する強度を高めることができるのである。As shown in FIGS. 1 to 3, a pair of upper and lower wall panels 1 and 2 are connected via joint fittings 3a and 3b. Each of the wall panels 1 and 2 is formed by covering at least one surface in the thickness direction of a frame 11 formed in a rectangular shape by a frame member having a substantially U-shaped cross section with a face plate 12 over the entire surface, as in the related art. (In the figure, both sides of the frame are covered by providing an interior face plate). The joint fittings 3a and 3b include a joint fitting 3a provided at an end of the wall panels 1 and 2 and a joint fitting 3b provided at an intermediate part of the wall panels 1 and 2. The wall panels 1 and 2 are connected to the joint fittings 3a and 3b using fasteners 13 such as bolts and nuts. Joint fittings 3a, 3b
Is also connected to the floor panel 4. As shown in FIGS. 4 and 5, the floor panel 4 is formed by a face plate 6 covering at least one surface in the thickness direction of a frame 5 formed in a rectangular shape with a substantially U-shaped cross section. Frame 5
Are connected by an intermediate support member 7 having a substantially U-shaped cross section. The floor panel 4 formed in this manner is formed by the presence of the intermediate support member 7.
It has high rigidity and high sound insulation performance and load resistance. The floor panel 4 is arranged such that the intermediate support member 7 is located at an intermediate portion between the wall panels 1 and 2, as shown in FIGS. Therefore,
When an external force acts in a direction perpendicular to the wall panels 1 and 2 due to wind pressure or the like, the bending of the intermediate portion of the wall panels 1 and 2 can be supported by the intermediate support member 7, and a horizontal member is used. Without increasing the cost, the strength against wind pressure can be increased at a relatively low cost.
本発明は上述のように、上下に配設された壁パネルの
間を結合するジョイント金具に床パネルが結合された建
築物において、床パネルを、長方形状の枠体と、枠体の
少なくとも一面を略全面に亙って覆う面板と、枠体にお
ける互いに対向する一対の長辺の中間部同士を結合する
中間支持材とにより構成し、床パネルの中間支持材を壁
パネルの横方向の中間部に位置するように配設している
ものであり、床パネルに中間支持材を設けたことによっ
て、床パネルの剛性が向上し、耐荷重性能が大きくな
る。しかも、ジョイント金具を壁パネルの一辺に沿う複
数箇所に配置し、床パネルの中間支持材を壁パネルの前
記一辺の中間部であって２個のジョイント金具の間に位
置するように壁パネルと床パネルとを配置し、各ジョイ
ント金具を枠体に結合しているから、壁パネル同士の複
数箇所をジョイント金具を介して結合するとともに、ジ
ョイント金具を介して壁パネルを床パネルに結合してい
ることで、壁パネルに作用する風圧をジョイント金具を
介して床パネルの枠体で受けることになり、壁パネルの
中間部であって２個のジョイント金具の間は床パネルの
中間支持材で補強されているから枠体に作用する力を中
間支持材で受けることができるという利点を有する。そ
の結果、横架材を用いずに比較的低コストとしながら
も、壁パネルの風圧に対する強度を高めることができる
という効果を奏するのである。 要するに、上下の壁パネル間の少なくとも２箇所がジ
ョイント金具を介して床パネルの枠体に結合され、かつ
２個のジョイント金具の間で中間支持材により枠体が補
強されているから、壁パネルに作用する力は枠体の短辺
と中間支持材との間に設けたジョイント金具を介して枠
体の長辺に伝達されることになり、枠体の長辺に作用す
る力を短辺と中間支持材とに分散させて受けることがで
きるのであって、応力が局部に集中せず、壁パネルに大
きな風圧が作用しても壁パネルを撓みなく支持すること
ができるという利点がある。As described above, according to the present invention, in a building in which a floor panel is connected to a joint fitting that connects between vertically arranged wall panels, the floor panel includes a rectangular frame, and at least one surface of the frame. And a middle support member that joins the middle portions of a pair of long sides facing each other in the frame body, and the middle support member of the floor panel is disposed at the middle in the lateral direction of the wall panel. The rigidity of the floor panel is improved by providing the intermediate support member on the floor panel, and the load bearing performance is increased. In addition, the joint fittings are arranged at a plurality of locations along one side of the wall panel, and the intermediate support member of the floor panel is located at the intermediate portion of the one side of the wall panel and is positioned between the two joint fittings. Since the floor panel is arranged and each joint fitting is connected to the frame, a plurality of locations between the wall panels are connected via the joint fitting, and the wall panel is connected to the floor panel via the joint fitting. As a result, the wind pressure acting on the wall panel is received by the frame of the floor panel through the joint metal fittings, and the intermediate part of the wall panel and between the two joint metal fittings is the intermediate support material of the floor panel. Since it is reinforced, there is an advantage that the force acting on the frame can be received by the intermediate support member. As a result, there is an effect that the strength against the wind pressure of the wall panel can be increased while the cost is relatively low without using the horizontal member. In short, at least two points between the upper and lower wall panels are connected to the frame of the floor panel via the joints, and the frame is reinforced by the intermediate support between the two joints. Is transmitted to the long side of the frame via a joint fitting provided between the short side of the frame and the intermediate support member, and the force acting on the long side of the frame is And the intermediate support member can be dispersed and received. Therefore, there is an advantage that stress is not concentrated on a local portion and the wall panel can be supported without bending even when a large wind pressure acts on the wall panel.
第１図は本発明の実施例を示す斜視図、第２図は同上の
要部断面図、第３図は同上の平面図、第４図は同上に用
いる床パネルの分解平面図、第５図は同上に用いる床パ
ネルの断面図である。 1,2……壁パネル、3a,3b……ジョイント金具、４……床
パネル、５……枠体、６……面板、７……中間支持材。1 is a perspective view showing an embodiment of the present invention, FIG. 2 is a sectional view of a main part of the embodiment, FIG. 3 is a plan view of the embodiment, FIG. 4 is an exploded plan view of a floor panel used in the embodiment, and FIG. The figure is a sectional view of the floor panel used in the above. 1, 2 ... wall panels, 3a, 3b ... joint fittings, 4 ... floor panels, 5 ... frames, 6 ... face plates, 7 ... intermediate support members.
Claims (1)
ジョイント金具に床パネルが結合された建築物におい
て、床パネルは、長方形状の枠体と、枠体の少なくとも
一面を略全面に亙って覆う面板と、枠体における互いに
対向する一対の長辺の中間部同士を結合する中間支持材
とにより構成され、前記ジョイント金具が壁パネルの一
辺に沿う複数箇所に配置され、床パネルの中間支持材が
壁パネルの前記一辺の中間部であって２個のジョイント
金具の間に位置するように壁パネルと床パネルとが配置
され、各ジョイント金具が前記枠体に結合されて成るこ
とを特徴とする建築物。1. A building in which a floor panel is connected to a joint fitting for connecting between wall panels disposed above and below, the floor panel includes a rectangular frame, and at least one surface of the frame is substantially entirely covered. And a middle support member that joins the middle portions of a pair of long sides facing each other in the frame body, wherein the joint fittings are arranged at a plurality of locations along one side of the wall panel, and The wall panel and the floor panel are arranged such that an intermediate support member of the panel is located at an intermediate portion of the one side of the wall panel and between the two joint fittings, and each joint fitting is connected to the frame. A building characterized by being formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2139149A JP2804603B2 (en) | 1990-05-29 | 1990-05-29 | Building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2139149A JP2804603B2 (en) | 1990-05-29 | 1990-05-29 | Building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0431534A JPH0431534A (en) | 1992-02-03 |
| JP2804603B2 true JP2804603B2 (en) | 1998-09-30 |
Family
ID=15238710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2139149A Expired - Fee Related JP2804603B2 (en) | 1990-05-29 | 1990-05-29 | Building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2804603B2 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53139721U (en) * | 1977-04-11 | 1978-11-04 | ||
| JPS5835764Y2 (en) * | 1978-12-11 | 1983-08-12 | 松下電工株式会社 | Connection device between exterior wall panels and floor panels on upper and lower floors |
| JPS6137301U (en) * | 1984-08-11 | 1986-03-08 | ナショナル住宅産業株式会社 | Connection structure between wall panel and horizontal panel |
-
1990
- 1990-05-29 JP JP2139149A patent/JP2804603B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0431534A (en) | 1992-02-03 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |