JPH0634982Y2 - Ceiling frame joint structure - Google Patents

Ceiling frame joint structure

Info

Publication number
JPH0634982Y2
JPH0634982Y2 JP816089U JP816089U JPH0634982Y2 JP H0634982 Y2 JPH0634982 Y2 JP H0634982Y2 JP 816089 U JP816089 U JP 816089U JP 816089 U JP816089 U JP 816089U JP H0634982 Y2 JPH0634982 Y2 JP H0634982Y2
Authority
JP
Japan
Prior art keywords
main bar
claw
ceiling frame
cross bar
bar
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
JP816089U
Other languages
Japanese (ja)
Other versions
JPH0299113U (en
Inventor
雅弘 井上
茂之 姫木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works Ltd
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 Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP816089U priority Critical patent/JPH0634982Y2/en
Publication of JPH0299113U publication Critical patent/JPH0299113U/ja
Application granted granted Critical
Publication of JPH0634982Y2 publication Critical patent/JPH0634982Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 [産業上の利用分野] 本考案はメインバーとクロスバーとを格子状に組んで構
成されるシステム天井において、メインバーとクロスバ
ーとを接合する構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a structure for joining a main bar and a cross bar in a system ceiling configured by assembling the main bar and the cross bar in a grid pattern. .

[従来の技術] 一般にシステム天井の構成は第4図に示すように主に断
面略逆T字状のメインバー1とクロスバー2とよりな
り、メインバー1に直角方向にクロスバー2を接合して
格子状に天井枠を構成している。この天井枠は、メイン
バー1をハンガー3と吊りボルト4にて上部スラブに吊
って吊り下げられている。この天井枠のメインバー1と
クロスバー2で囲まれる内部には天井材5や照明器具6
が取りつけられるものであって、第5図に示すように端
部をメインバー1やクロスバー2のフランジ7に載置し
てある。メインバー1とクロスバー2は薄鋼板を折り曲
げ加工して形成されている。メインバー1とクロスバー
2との接合部は第6図、第7図に示すように構成されて
いる。メインバー1の側面には受け部8′、抜け止め部
9及び回転止め部10を切り起こしにて形成され、クロス
バー2の両端のL字状の爪部11には回転止め穴13、抜け
止め穴14が設けられており、爪部11を受け部8′に差し
込み、回転止め部10を回転止め穴13に係止させると共に
抜け止め部9を抜け止め穴14に係止させてある。
[Prior Art] Generally, as shown in FIG. 4, the structure of the system ceiling is mainly composed of a main bar 1 and a cross bar 2 each having a substantially inverted T-shaped cross section, and the cross bar 2 is joined to the main bar 1 at a right angle. Then, the ceiling frame is constructed in a grid pattern. This ceiling frame is hung by suspending the main bar 1 with a hanger 3 and a hanging bolt 4 on an upper slab. Inside the ceiling frame, which is surrounded by the main bar 1 and the cross bar 2, the ceiling material 5 and the lighting equipment 6 are provided.
Is mounted on the flange 7 of the main bar 1 and the cross bar 2 as shown in FIG. The main bar 1 and the cross bar 2 are formed by bending a thin steel plate. The joint between the main bar 1 and the cross bar 2 is constructed as shown in FIGS. 6 and 7. On the side surface of the main bar 1, a receiving portion 8 ', a retaining portion 9 and a rotation preventing portion 10 are formed by cutting and raising, and an L-shaped claw portion 11 at both ends of the crossbar 2 has a rotation preventing hole 13 and a retaining hole. A stopper hole 14 is provided, and the claw portion 11 is inserted into the receiving portion 8 ′ so that the rotation stopper portion 10 is locked in the rotation stopper hole 13 and the stopper portion 9 is locked in the stopper hole 14.

[考案が解決しようとする課題] 上記のようにメインバー1とクロスバー2とが爪部11の
受け部8′への差し込みと、回転止め部10の回転止め穴
13への係止と、抜け止め部9の抜け止め穴14への係止に
て接合されており、多少の引っ張り力や曲げモーメント
が作用してもメインバー1とクロスバー2との接合が外
れないが、地震等で大きな引っ張り力や曲げモーメント
が作用したとき切り起こしにて形成した断面L字状の受
け部8′が第7図に示すように変形し、最終的にメイン
バー1からクロスバー2が外れることがある。つまり受
け部8′の強度より大きな荷重が作用したときクロスバ
ー2が外れる。また受け部8′の強度より小さい荷重が
作用したときでも受け部8′が変形し、荷重が繰り返さ
れると徐々に変形が進行し、しまいにはクロスバー2が
外れるという問題があった。また受け部8′を強度の強
いものとして剛体接合の構造にすると接合部で振動等の
エネルギーが吸収されず、振動がそのまま伝達され天井
枠以外の照明器具等の強度の弱い部分が破損するおそれ
がある。
[Problems to be Solved by the Invention] As described above, the main bar 1 and the cross bar 2 are inserted into the receiving portion 8'of the claw portion 11 and the rotation stopping hole of the rotation stopping portion 10.
The main bar 1 and the cross bar 2 are joined even if a slight pulling force or bending moment is applied, because they are joined to each other by engaging with 13 and engaging with the retaining hole 14 of the retaining portion 9. Although it does not come off, the receiving part 8'having an L-shaped cross section formed by cutting and raising when a large tensile force or bending moment is applied due to an earthquake or the like deforms as shown in FIG. 7, and finally from the main bar 1. The crossbar 2 may come off. That is, when a load larger than the strength of the receiving portion 8'is applied, the crossbar 2 comes off. Further, even when a load smaller than the strength of the receiving portion 8'applies, the receiving portion 8'deforms, and when the load is repeated, the deformation gradually progresses, and eventually the crossbar 2 comes off. If the receiving portion 8'has a strong structure and is made of a rigid joint structure, energy such as vibration is not absorbed at the joint part, and the vibration is transmitted as it is, and weak parts such as lighting equipment other than the ceiling frame may be damaged. There is.

本考案は叙述の点に鑑みてなされたものであって、本考
案の目的とするところは地震等の大きな荷重がかかって
もメインバーとクロスバーとの接合が外れなく、しかも
メインバーとクロスバーとの接合部で振動エネルギーが
吸収されて照明器具等の強度の弱い部分にあまり伝達さ
れないようにして照明器具等を保護できる天井枠の接合
部の構造を提供するにある。
The present invention has been made in view of the above-mentioned points, and the purpose of the present invention is to prevent the main bar and the cross bar from being disconnected even when a large load such as an earthquake is applied, and to prevent the main bar from crossing. It is an object of the present invention to provide a structure of a joint portion of a ceiling frame that can protect a lighting fixture or the like by preventing vibration energy from being absorbed at a joint portion with a bar and being transmitted to a weak portion such as a lighting fixture.

[課題を解決するための手段] 上記目的を達成するため本考案天井枠の接合部の構造
は、メインバー1とメインバー1に直交するクロスバー
2とを格子状に配置し、L字状に折曲した爪部11をクロ
スバー2の両端に設けると共にメインバー1の側面に設
けた受け部8に爪部11を差し込んで接合したものにおい
て、この爪部11を受ける受け部8を対向部がつながった
アーチ状の係合部8aと対向部が離間した一対の係止部8b
とで構成した。
[Means for Solving the Problems] In order to achieve the above object, the structure of the joint portion of the ceiling frame of the present invention is an L-shaped structure in which the main bar 1 and the cross bar 2 orthogonal to the main bar 1 are arranged in a grid pattern. In the case where the claw portions 11 bent to be provided at both ends of the cross bar 2 and the claw portions 11 are inserted and joined to the receiving portions 8 provided on the side surface of the main bar 1, the receiving portions 8 for receiving the claw portions 11 face each other. The arch-shaped engaging portion 8a in which the portions are connected and the pair of locking portions 8b in which the facing portions are separated from each other
It consisted of and.

[作用] 地震等の大きな荷重がかかっても受け部8の係合部8a
(強度の強い部分)と爪部11の接合にて接合が外れるこ
とがなく、また受け部8の係止部8b(強度の弱い部分)
と爪部11の接合にて振動エネルギーが吸収されて振動力
が伝達されるのを防止できる。
[Operation] The engaging portion 8a of the receiving portion 8 even when a large load such as an earthquake is applied
(The strong part) and the claw part 11 are not disengaged from each other, and the locking part 8b of the receiving part 8 (the weak part)
It is possible to prevent the vibration energy from being absorbed and the vibration force being transmitted by the joining of the claw portion 11 and the claw portion 11.

[実施例] まず第1図に示す実施例から述べる。メインバー1は薄
鋼板のような金属板を折曲加工して断面略逆T字状に形
成され、下部に水平なフランジ7を有している。メイン
バー1の側面には受け部8、抜け止め部9及び回転止め
部10を切り起こしにて形成してある。受け部8はアーチ
状の掛け渡した係合部8aと、間に切り欠き15を設けたL
字状の係止部8bとで構成されており、係合部8aは接合強
度の強い部分となっており、係止部8bは接合強度の弱い
部分となっている。この接合強度の弱い部分である係止
部8bは最大荷重がかかったとき変形して下記の爪部11が
外れる構造であり、接合強度の強い部分である係合部8a
は最大荷重がかかったとき破断して爪部11が外れる構造
になっている。接合強度の強い部分である係合部8aの強
度は大地震のときその部分に作用する荷重に耐える強度
を持ち、接合強度の弱い部分である係止部8bの強度は中
地震のときその部分に作用する荷重程度に耐える強度を
もつのが好ましい(大地震時及び中地震時のシステム天
井の応答加速度は建物等の条件により任意に設定す
る)。クロスバー2は薄鋼板のような金属板を折曲加工
して断面略逆T字状に形成され、下部に水平なフランジ
7を有している。クロスバー2の端部からL字状の爪部
11を連出してあり、爪部11には爪部11に沿ってリブ16を
設けてあり、爪部11の先端部には回転止め穴13、抜け止
め穴14が設けてある。このメインバー1とクロスバー2
とは前記従来例と同様に格子状に配置され、メインバー
1とクロスバー2の両端とを接合して組み立てられる。
クロスバー2の端部の爪部11は受け部8の係合部8a及び
係止部8bに挿入され、抜け止め穴14に抜け止め部9が係
止され、回転止め部10が回転止め穴13に係止される。こ
のようにメインバー1とクロスバー2とが接合され、地
震等の振動及び水平力に対して切り欠き15で係止部8bが
変形することになり、一方係止部8aは爪部11に強固に接
合されており、外れることがない。振動及び水平力にて
係止部8bが変形するので振動等のエネルギーが減衰さ
れ、天井枠の次の格子に水平力が伝達されることがなく
なる。また建物の層間変位による天井の変位にある程度
追従することができる。しかも係合部8aの強度を作用す
る力よりお大きく設定したるため外れることがなく、元
の状態に復元できる。つまり、メインバー1とクロスバ
ー2とを上記実施例の係止部8bのような強度的に弱い部
分がなくて強度が強い部分だけで接合(剛接合)してあ
ると、天井枠の格子内で水平力がそのまま伝達されてゆ
くため端部では非常に大きな力となり、照明器具等の弱
い部分が破損する可能性があり、また建物の層間変位に
対してはパーティションを設置した天井部の変位が天井
全体に及ぼすこととなるが、上記のように接合強度の強
い係合部8aと接合強度の弱い係止部8bとを設けて接合す
ると、そのようなことを防止できる。
[Embodiment] First, the embodiment shown in FIG. 1 will be described. The main bar 1 is formed by bending a metal plate such as a thin steel plate to have a substantially inverted T-shaped cross section, and has a horizontal flange 7 at the bottom. On the side surface of the main bar 1, a receiving portion 8, a retaining portion 9 and a rotation preventing portion 10 are formed by cutting and raising. The receiving portion 8 has an arched engagement portion 8a and an L-shaped cutout 15 provided therebetween.
The engaging portion 8a is a portion having a strong joint strength, and the engaging portion 8b is a portion having a weak joint strength. The locking portion 8b, which is a portion having a weak joint strength, has a structure in which when the maximum load is applied, the engaging portion 8b is deformed so that the following claw portion 11 is disengaged, and the engaging portion 8a having a strong joint strength.
Has a structure in which when the maximum load is applied, it breaks and the claw portion 11 comes off. The strength of the engaging part 8a, which is the part with strong joint strength, is sufficient to withstand the load acting on that part in the event of a large earthquake, and the strength of the locking part 8b, which is the part with weak joint strength, is the part in the case of a medium earthquake. It is preferable to have a strength that can withstand the load acting on (the response acceleration of the system ceiling during a large earthquake and a medium earthquake is set arbitrarily according to the conditions of the building, etc.). The crossbar 2 is formed by bending a metal plate such as a thin steel plate to have a substantially inverted T-shaped cross section, and has a horizontal flange 7 at the bottom. L-shaped claw from the end of the crossbar 2
11, the ribs 16 are provided on the claw portion 11 along the claw portion 11, and the rotation stop hole 13 and the retaining hole 14 are provided at the tip of the claw portion 11. This main bar 1 and cross bar 2
Are arranged in a grid like the conventional example, and are assembled by joining the both ends of the main bar 1 and the cross bar 2.
The claw portion 11 at the end portion of the crossbar 2 is inserted into the engaging portion 8a and the locking portion 8b of the receiving portion 8, the retaining portion 9 is retained in the retaining hole 14, and the rotation stopper portion 10 is in the rotation stopper hole. Locked at 13. In this way, the main bar 1 and the cross bar 2 are joined, and the locking portion 8b is deformed by the notch 15 against vibration and horizontal force such as an earthquake, while the locking portion 8a is attached to the claw portion 11. It is firmly bonded and will not come off. Since the locking portion 8b is deformed by the vibration and the horizontal force, energy such as vibration is attenuated, and the horizontal force is not transmitted to the grid next to the ceiling frame. Further, it is possible to follow the displacement of the ceiling due to the displacement of the layers of the building to some extent. Moreover, since the strength of the engaging portion 8a is set to be larger than the acting force, the engaging portion 8a does not come off and the original state can be restored. In other words, if the main bar 1 and the cross bar 2 are joined (rigid joint) only with a strong portion without a weak portion like the locking portion 8b of the above embodiment, the grid of the ceiling frame is Since horizontal force is transmitted as it is inside the building, it becomes a very large force at the end, which may damage weak parts such as lighting equipment.In addition, against the interlayer displacement of the building, the ceiling part of the partition is installed. Although the displacement will affect the entire ceiling, such a situation can be prevented by providing the engaging portion 8a having a strong joint strength and the locking portion 8b having a weak joint strength as described above and joining.

また第2図は他の実施例を示すものであり、係合部8aと
係止部8bとが完全に分離してある。この実施例の場合も
上記実施例と同様の効果がある。さらに第3図は他の実
施例を示し、略横向きV字状の切り欠き15を設けて係止
部8bを形成してある。つまり第1図の実施例の場合切り
欠き15がコ字状であると同程度の荷重が繰り返されれば
変形がどんどん進行して行くが、本実施例のように切り
欠き15が横向きV字状になっていると、前より更に大き
な荷重が作用しないと変形が進行しない。言い換えれば
係止部8bから係合部8aに近付くに従って接合強度が徐々
に強くなるように構成されている。
FIG. 2 shows another embodiment, in which the engaging portion 8a and the locking portion 8b are completely separated. This embodiment also has the same effect as the above embodiment. Further, FIG. 3 shows another embodiment, in which a substantially lateral V-shaped notch 15 is provided to form a locking portion 8b. That is, in the case of the embodiment of FIG. 1, if the notch 15 is U-shaped, the deformation progresses rapidly if a similar load is repeated, but as in the present embodiment, the notch 15 is laterally V-shaped. If it is, the deformation does not proceed unless a larger load than before is applied. In other words, the joint strength gradually increases as the engaging portion 8b approaches the engaging portion 8a.

[考案の効果] 本考案は叙述の如く爪部を受ける受け部を対向部がつな
がったアーチ状の係合部と対向部が離間した一対の係止
部とで構成しているので、地震等の大きな荷重がかかっ
ても受け部の係合部(接合強度の強い部分)と爪部の接
合にて接合が外れることがなく、また受け部の係止部
(接合強度の弱い部分)と爪部の接合にて振動等のエネ
ルギーが吸収されて振動力が伝達されるのを防止できる
ものであって、地震等でもメインバーとクロスバーとの
接合が外れないと共に照明器具等に強い振動が伝わらな
くても照明器具等が破損するおそれがないものである。
[Effects of the Invention] As described above, according to the present invention, the receiving portion for receiving the claw portion is composed of the arch-shaped engaging portion where the facing portions are connected and the pair of locking portions where the facing portions are separated from each other. Even if a large load is applied to the receiving part, the engagement part of the receiving part (the part with strong bonding strength) and the claw part will not be disengaged from each other, and the catching part of the receiving part (the part with weak bonding strength) and the claw It is possible to prevent the energy such as vibration from being absorbed by the joint of the parts and prevent the transmission of the vibration force, and the joint between the main bar and the cross bar does not come off even if an earthquake etc. occurs, and strong vibration to the lighting equipment etc. Even if it is not transmitted, there is no risk of damage to lighting equipment.

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

第1図は本考案の一実施例の斜視図、第2図及び第3図
は同上の他の実施例の斜視図、第4図は同上のシステム
天井全体を示す斜視図、第5図は同上の天井板を支持し
ている状態の断面図、第6図は従来例を示す一部分解斜
視図、第7図は従来例の欠点を示す斜視図であって、1
はメインバー、2はクロスアー、8は受け部、8aは係合
部、8bは係止部、11は爪部である。
FIG. 1 is a perspective view of an embodiment of the present invention, FIGS. 2 and 3 are perspective views of other embodiments of the same, FIG. 4 is a perspective view showing the entire system ceiling of the same, and FIG. FIG. 6 is a partially exploded perspective view showing a conventional example, and FIG. 7 is a perspective view showing a defect of the conventional example, in which a ceiling plate is being supported.
Is a main bar, 2 is a crosser, 8 is a receiving portion, 8a is an engaging portion, 8b is a locking portion, and 11 is a claw portion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】メインバーとメインバーに直交するクロス
バーとを格子状に配置し、L字状に折曲した爪部をクロ
スバーの両端に設けると共にメインバーの側面に設けた
受け部に爪部を差し込んで結合する天井枠の接合部の構
造において、この爪部を受ける受け部を対向部がつなが
ったアーチ状の係合部と対向部が離間した一対の係止部
とで構成して成る天井枠の接合部の構造。
1. A main bar and a cross bar orthogonal to the main bar are arranged in a grid pattern, and claw portions bent in an L shape are provided at both ends of the cross bar and at a receiving portion provided on a side surface of the main bar. In the structure of the joint portion of the ceiling frame in which the claw portions are inserted and coupled, the receiving portion that receives the claw portion is configured by an arch-shaped engaging portion in which the facing portions are connected and a pair of locking portions in which the facing portions are separated from each other. The structure of the joint part of the ceiling frame.
JP816089U 1989-01-26 1989-01-26 Ceiling frame joint structure Expired - Lifetime JPH0634982Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP816089U JPH0634982Y2 (en) 1989-01-26 1989-01-26 Ceiling frame joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP816089U JPH0634982Y2 (en) 1989-01-26 1989-01-26 Ceiling frame joint structure

Publications (2)

Publication Number Publication Date
JPH0299113U JPH0299113U (en) 1990-08-07
JPH0634982Y2 true JPH0634982Y2 (en) 1994-09-14

Family

ID=31213793

Family Applications (1)

Application Number Title Priority Date Filing Date
JP816089U Expired - Lifetime JPH0634982Y2 (en) 1989-01-26 1989-01-26 Ceiling frame joint structure

Country Status (1)

Country Link
JP (1) JPH0634982Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5408654B2 (en) * 2009-06-26 2014-02-05 関包スチール株式会社 System ceiling
JP6205178B2 (en) * 2013-05-29 2017-09-27 株式会社奥村製作所 Connecting mechanism for suspension plate for ceiling board

Also Published As

Publication number Publication date
JPH0299113U (en) 1990-08-07

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