JPH04131442A - Beam bearing construction - Google Patents

Beam bearing construction

Info

Publication number
JPH04131442A
JPH04131442A JP25153890A JP25153890A JPH04131442A JP H04131442 A JPH04131442 A JP H04131442A JP 25153890 A JP25153890 A JP 25153890A JP 25153890 A JP25153890 A JP 25153890A JP H04131442 A JPH04131442 A JP H04131442A
Authority
JP
Japan
Prior art keywords
reinforcing plywood
rib
plywood
reinforcing
fixed
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.)
Granted
Application number
JP25153890A
Other languages
Japanese (ja)
Other versions
JP2941921B2 (en
Inventor
Yuji Tamagawa
祐司 玉川
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP25153890A priority Critical patent/JP2941921B2/en
Publication of JPH04131442A publication Critical patent/JPH04131442A/en
Application granted granted Critical
Publication of JP2941921B2 publication Critical patent/JP2941921B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To contrive a beam to be supported with high yield strength by providing the folded sections of the fixing plates of a beam bracket metal, with a rib for connecting the fixing plates to each other, to provide a reinforcing plywood, with a notched channel for the fixing plates to be inserted into, and by providing the notched channel, with slits for the ribs to be inserted into. CONSTITUTION:The upper section of a wall panel 1 is lined with reinforcing plywoods 13, and in a construction field, at a position for forming a wall body, the plywoods 13 are arranged in a state that they are confronted with each other. The one-side fixing plate 11a of a beam bracket metal 11 is inserted into the internal section of the notched channel 14 of the plywoods 13, and ribs 12 for connecting the fixing plates 11a, 11b to each other are inserted into slits 15, respectively, and at the upper end section 13a of the plywoods 13, the metal 11 is fixed. On a beam bearing section 5 for the metal 11 confronting with each other the end section 7a of a beam 7 is mounted to be fixed.

Description

【発明の詳細な説明】 [産業上の利用分野コ 本発明は、建築物の壁体を構成する対向配置された壁パ
ネルの表面上部に補強合板を貼設し、それぞれの補強合
板に梁受は金物を固定してこれら梁受は金物に梁を架け
渡す梁受は構造に関するものである。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention involves attaching reinforcing plywood to the upper surface of opposing wall panels that constitute the wall of a building, and attaching a beam support to each reinforcing plywood. These beam supports are used to secure hardware, and these beam supports are used to bridge beams to hardware.Beam supports are related to structure.

[従来の技術] 一般に、上述した従来の梁受は構造としては、第4図及
び第5図に示すものが知られている。
[Prior Art] Generally, the structure of the above-mentioned conventional beam support is known as shown in FIGS. 4 and 5.

互いに立設して対向配置している壁パネルlの所定位置
の表面上部には、矩形状の補強合板2が貼り付けられ、
この補強合板2の上端部に梁受は金物3が固定用針4で
固定されている。前記梁受は金物3は、第4図に示すよ
うに、板材をL字状に折り曲げて固定板3 m、 3 
bを形成し、これら固定板3 a、 3 bをそれぞれ
補強合板2の上端面2&及び正面2bに当接させて補強
合板2の上端に吊り下げた状態で係合させるとともに、
補強合板2の正面2bと当接する一方の固定板3bの表
面3cに、梁7の端部7aが載置される梁受は部5が設
けられたものである。そして、この固定板3m、3bが
直交する折曲部3cの外側には、L字形状を保持するた
めに一方の固定板3bから他方の固定板3&へ延びる突
起した複数のリブ6が形成されている。
A rectangular reinforcing plywood board 2 is pasted on the upper surface of a predetermined position of the wall panels l that are arranged upright and facing each other,
A beam support hardware 3 is fixed to the upper end of the reinforcing plywood 2 with fixing needles 4. As shown in FIG. 4, the beam support hardware 3 is a fixing plate 3 m, 3 by bending a plate material into an L-shape.
b, and these fixing plates 3 a and 3 b are respectively brought into contact with the upper end surface 2 & and front surface 2 b of the reinforcing plywood 2 and engaged in a suspended state on the upper end of the reinforcing plywood 2,
A beam support portion 5 is provided on the surface 3c of one of the fixing plates 3b that contacts the front surface 2b of the reinforcing plywood 2, on which the end portion 7a of the beam 7 is placed. On the outside of the bent portion 3c where the fixing plates 3m and 3b intersect at right angles, a plurality of protruding ribs 6 are formed extending from one fixing plate 3b to the other fixing plate 3& in order to maintain the L-shape. ing.

そして、補強合板2に固定されたそれぞれの梁受は金物
3の梁受は部5には梁7の端部7aが載せられ、その端
部7&がスクリュー釘8で補強合板2に打ち付けられる
ことにより粱7が固定される。
Then, in each beam holder fixed to the reinforcing plywood 2, the end 7a of the beam 7 is placed on the beam holder 5 of the hardware 3, and the end 7& is nailed to the reinforcing plywood 2 with a screw nail 8.类7 is fixed by this.

そして、このように梁7が架け渡された壁パネル!、1
の上端面には、@7と平行に2階用の床パネル9が組み
込まれる。
And the wall panel with beam 7 spanned like this! ,1
A floor panel 9 for the second floor is installed in parallel to @7 on the upper end surface.

[発明が解決しようとする課題] しかしながら、上記従来の梁受は構造においては、梁受
は金物3の折曲部3cの外側に形成されたリブ6が、粱
7の荷重に十分耐えつる補強材の役目を果たしておらず
、そのため折曲部3cが荷重により拡げられて変形して
しまうおそれがあるので、固定板3m、3bの肉厚を大
きくするか若しくは他の補強合板を付加した構造としな
ければならない。そのため、梁受は金物3の製品コスト
上昇の面で問題があった。
[Problems to be Solved by the Invention] However, in the structure of the conventional beam holder, the rib 6 formed on the outside of the bent portion 3c of the metal fitting 3 is reinforced to sufficiently withstand the load of the casing 7. Therefore, the bent portion 3c may be expanded and deformed by the load. Therefore, the wall thickness of the fixed plates 3m and 3b should be increased, or other reinforcing plywood should be added. There must be. Therefore, the beam holder had a problem in terms of an increase in the product cost of the hardware 3.

また、従来の梁受は金物3を使用して壁パネル1% l
の上部に床パネル9組み込む際には、第5図に示すよう
に、折曲部3cの外側に突出しているリブ6が床パネル
9に接触しない構造とするために、床パネル9にリブ逃
げ用の切欠部10を形成しなければならず、その作業の
ために手間と時間がかかり、工期短縮が望めないという
問題が生じていた。
In addition, the conventional beam support uses hardware 3 and the wall panel 1% l
When assembling the floor panel 9 onto the upper part of the floor panel 9, as shown in FIG. It is necessary to form a notch 10 for this purpose, and this work takes time and effort, creating a problem in that shortening of the construction period cannot be expected.

本発明は、上記事情に鑑みてなされたものであって、高
い耐力で以て梁を受けることができる梁受は金物を提供
するとともに、梁受は部分の施工を効率良く行うことが
できる梁受は構造を提供することを目的としている。
The present invention has been made in view of the above circumstances, and provides a beam holder that can support a beam with high yield strength, and a beam holder that can efficiently carry out the construction of a section. Uke is intended to provide structure.

[課題を解決するための手段] 本発明に係る梁受は構造は、建築物の壁体を構成する対
向配置された壁パネルの表面上部に補強合板を貼設し、
それら補強合板に補強合板の上端面及び正面に当接する
ように板材を直角に折曲して固定板を形成し、かつ補強
合板の正面に当接する固定板の表面に突出して梁受は部
か形成されてなる梁受は金物を固定し、梁受は部に梁の
端部を載置して梁を架け渡す梁受は構造であって、梁受
は金物の固定板の折曲部内側には互いの固定板を連結す
るリブが形成されているとともに、補強合板の上端面に
は他方の固定板が挿入される切欠溝が形成され、さらに
この切欠溝の底面にはリブが差し込まれるスリットが形
成されていることを特徴とするものである。
[Means for Solving the Problems] The structure of the beam support according to the present invention is such that reinforcing plywood is pasted on the upper surface of the wall panels that are arranged facing each other and that constitute the wall of the building.
A fixing plate is formed by bending the plate material at right angles to the reinforcing plywood so that it comes into contact with the upper end and front surface of the reinforcing plywood, and a beam support is formed by protruding from the surface of the fixing plate that comes into contact with the front of the reinforcing plywood. The beam holder is a structure that bridges the beam by placing the end of the beam on the inside of the bent part of the plate that fixes the hardware. Ribs are formed to connect the fixed plates to each other, and a notched groove is formed on the upper end surface of the reinforcing plywood into which the other fixed plate is inserted, and a rib is inserted into the bottom of this notched groove. It is characterized by having a slit formed therein.

[作用コ この発明の梁受は構造によれば、壁体を構成する壁パネ
ルの上部に、切欠溝とスリットを形成した補強合板を貼
設し、壁パネルを補強合板を互いに向かい合わせた状態
で配置させ、それら補強合板の上端部に、梁受は金物の
リブを補強合板のスリットに差し込んだ状態で当接させ
て梁受は金物をスクリュー釘で固定し、互いに向かい合
う梁受は金物の梁受は部に梁の端部を載置し、梁の端部
がスクリュー釘で補強合板に打ち付けられることにより
梁が固定される。そしてさらに、梁が架け渡された壁パ
ネルの上端面にリブ逃げ用切欠部を形成せずに床パネル
が梁と平行に連結されることにより床パネルが組み込ま
れる。
[Function] According to the structure of the beam support of this invention, reinforcing plywood with cutout grooves and slits is pasted on the upper part of the wall panel constituting the wall, and the wall panel is placed in a state where the reinforcing plywood faces each other. The ribs of the metal fittings are inserted into the slits of the reinforcing plywood, and the beam supports are placed in contact with the upper ends of the reinforcing plywood, and the metal fittings are fixed with screw nails. The end of the beam is placed on the beam support, and the beam is fixed by nailing the end of the beam to the reinforcing plywood with screw nails. Furthermore, the floor panel is assembled by connecting the floor panel in parallel to the beam without forming a rib relief notch in the upper end surface of the wall panel over which the beam is spanned.

[実施例] 以下、本発明の梁受は構造の一実施例について、第1図
ないし第3図を参照して説明する。なお、第4図及び第
5図に示したものと同一構成部分には、同一符号を付し
てその説明を省略する。
[Embodiment] Hereinafter, an embodiment of the structure of the beam support of the present invention will be described with reference to FIGS. 1 to 3. Components that are the same as those shown in FIGS. 4 and 5 are designated by the same reference numerals and their explanations will be omitted.

本発明の特徴は、使用される梁受は金物11が、板材を
折曲げて固定板11a、llbが直交して形成された折
曲部11cの内側に互いの固定板11a。
A feature of the present invention is that the beam support used is such that the metal fittings 11 are placed inside a bent portion 11c formed by bending a plate material so that the fixing plates 11a and llb are orthogonal to each other.

ttbを連結する板状のリブ12が形成されていること
であり、さらに、補強合板13の上端面13aには、一
方の固定板11aを内部に挿入して当接させる切欠溝1
4が形成され、さらにこの切欠溝14の底面14aには
、リブ!2が差し込まれるスリット15が形成されてい
ることである。
A plate-shaped rib 12 is formed to connect the ttb, and the upper end surface 13a of the reinforcing plywood 13 is provided with a cutout groove 1 into which one of the fixing plates 11a is inserted and abutted.
4 is formed, and furthermore, on the bottom surface 14a of this notch groove 14, a rib! 2 is formed with a slit 15 into which it is inserted.

すなわち、本実施例に使用される梁受は金物11は、第
1図に示すように、板材を直角に折曲して形成した固定
板11a、llbの両側に、その折曲部11bを覆うよ
うに一方の固定板11aから他方の固定板+ibまで延
びる三角板状のリブ12が固定されている。これにより
、補強合板13に固定された梁受は金物11に粱7の荷
重が加えられても、折曲部lieの内側で2つの固定板
11g。
That is, as shown in FIG. 1, the beam support used in this embodiment has a metal fitting 11 that covers the bent portions 11b on both sides of fixed plates 11a and 11b formed by bending plate materials at right angles. A triangular plate-shaped rib 12 extending from one fixing plate 11a to the other fixing plate +ib is fixed. As a result, even if the beam support fixed to the reinforcing plywood 13 is subjected to the load of the weight 7 on the hardware 11, the two fixing plates 11g are still attached to the inside of the bent portion lie.

11bを連結しているリブ13が十分に補強材として固
定板11a、llb同士の直角形状を保持するようにな
っている。また、梁受は金物11が固定される補強合板
13の上端面13aには、第1図及び第2図に示すよう
に、切欠溝14が形成されている。この切欠溝14の輻
Tは当接する一方の固定板11aの板幅より広く、かつ
その深さLは少な(とも固定板11aの肉厚以上となる
ように設定されている。
The ribs 13 connecting the fixing plates 11b serve as sufficient reinforcement to maintain the right angle shape of the fixing plates 11a and llb. Furthermore, as shown in FIGS. 1 and 2, a cutout groove 14 is formed in the upper end surface 13a of the reinforcing plywood 13 to which the metal fitting 11 is fixed. The radius T of this notched groove 14 is wider than the width of one of the fixed plates 11a that abuts, and the depth L thereof is set to be small (both are set to be equal to or greater than the wall thickness of the fixed plate 11a).

さらに、この切欠溝14の底面14mには、2枚の固定
板11a、11bの両側に形成されたリブ12上り僅か
に幅が広く、かつ補強合板13の表面13bに向かうに
従い斜め下向きに切り込まれたスリット15が形成され
ている。
Further, on the bottom surface 14m of the notched groove 14, a rib 12 formed on both sides of the two fixing plates 11a and 11b is slightly wider at the top and is cut diagonally downward toward the surface 13b of the reinforcing plywood 13. A slit 15 is formed.

次に、上記構成の補強合板13に固定された梁受は金物
11を用いて、これらの間に梁7を架け渡する施工例に
ついて説明する。
Next, a construction example will be described in which the beam supports fixed to the reinforcing plywood 13 having the above-mentioned structure use the hardware 11 and the beam 7 is spanned between them.

先ず、工場等で、壁体を構成する壁パネル1の上部に、
切欠溝14とスリット15を形成した補強合板13を貼
設する。そして、壁パネル1を住宅等の建築現場へ運び
、所定の壁体となる位llIこ、補強合板13.13を
互いに向かい合わせた状態で配置する。そして、それら
壁パネル1.1に貼設した補強合板13.13の上端部
13a、13aにそれぞれ梁受は金物11を固定用針4
で固定する。
First, in a factory or the like, on the top of the wall panel 1 that makes up the wall,
A reinforcing plywood 13 in which notched grooves 14 and slits 15 are formed is pasted. Then, the wall panel 1 is transported to a construction site for a house or the like, and the reinforcing plywood boards 13 and 13 are placed facing each other so as to form a predetermined wall body. Then, the metal fittings 11 for the beam supports are attached to the upper ends 13a, 13a of the reinforcing plywood 13.13 attached to the wall panels 1.1 with fixing needles 4.
Fix it with.

この際、補強合板13に固定され梁受は金物ilは、そ
の一方の固定板11mが補強合板13の切欠溝14の内
部にリブ12がスリット15に差し込まれた状態で当接
するので、梁受は金物11は補強合板13の上端部から
突出しない構造となっている。次に、第3図に示すよう
に、互いに向かい合う梁受は金物11.11の梁受は部
5.5に梁7の端部7aを載置し、その端部7aがスク
リュー釘8で補強合板13に打ち付けられることにより
粱7が固定される。また、梁7が架け渡された壁パネル
1.1の上端面には、従来のようなリブ逃げ用切欠部l
Oを形成せずに床パネル9が粱7と平行に組み込まれる
At this time, the beam holder is fixed to the reinforcing plywood 13 and the metal fittings il are brought into contact with one of the fixed plates 11m inside the notch groove 14 of the reinforcing plywood 13 with the rib 12 inserted into the slit 15, so the beam holder is fixed to the reinforcing plywood 13. The hardware 11 is constructed so that it does not protrude from the upper end of the reinforcing plywood 13. Next, as shown in FIG. 3, the ends 7a of the beams 7 are placed on the beam supports 5.5 of the hardware 11.11 facing each other, and the ends 7a are reinforced with screw nails 8. The rice cake 7 is fixed by being nailed to the plywood 13. In addition, the upper end surface of the wall panel 1.1 on which the beam 7 is spanned has a conventional rib relief notch l.
A floor panel 9 is installed parallel to the casing 7 without forming an O.

以上、述べたことから容易に理解できるように、本実施
例の梁受は構造に使用される梁受は金物11が、固定板
11a、llbの折曲部11cの内側に板状のリブ12
を形成するだけで、粱7の荷重に十分針えうる構造とす
ることができるので、梁受は金物11の製造にかかる費
用を大幅に減少することができる。
As can be easily understood from the above description, in the beam support of this embodiment, the metal fittings 11 have plate-shaped ribs 12 on the inside of the bent portions 11c of the fixed plates 11a and llb.
By simply forming this, it is possible to create a structure that can sufficiently support the load of the katana 7, so that the cost for manufacturing the metal fittings 11 can be significantly reduced.

また、補強合板13の上端面13aに形成された切欠溝
14に梁受は金物11の一方の固定板11aがはまり込
んで補強合板13の上部から梁受は金物11が突出しな
い構造となっているので、従来のように梁7が架け渡さ
れた壁パネル1.1の上端面に連結される床パネル9に
リブ逃げ用の切欠部10を形成せずに済み、手間と時間
をかけずに容易に床パネル9を壁パネル1.1に組み込
むことができ、工期短縮を実現することができ、さらに
は施工コストを大幅に削減することができる。
Furthermore, one of the fixing plates 11a of the hardware 11 of the beam holder fits into the cutout groove 14 formed on the upper end surface 13a of the reinforcing plywood 13, so that the metal 11 of the beam holder does not protrude from the top of the reinforcing plywood 13. Therefore, there is no need to form a notch 10 for rib escape in the floor panel 9 connected to the upper end surface of the wall panel 1.1 over which the beam 7 is spanned, as in the conventional case, and it saves time and effort. The floor panel 9 can be easily incorporated into the wall panel 1.1, the construction period can be shortened, and the construction cost can be significantly reduced.

なお、本実施例に使用される梁受は金物11に形成され
たリブ12は、固定板11a、llbの両側に設けられ
た構造になっているが、さらにそれらリブ12の間の折
曲部の内側に他のリブを設けても、梁受は金物11の強
度をさらに増加させることができる。その際には、補強
合板13の切欠溝14の底面に形成されるスリット15
をさらに形成しなければならない。
Note that the beam support used in this embodiment has a structure in which the ribs 12 formed on the hardware 11 are provided on both sides of the fixed plates 11a and 11b, and the bent portion between these ribs 12 is Even if other ribs are provided inside the beam support, the strength of the hardware 11 can be further increased. At that time, a slit 15 formed at the bottom of the notch groove 14 of the reinforcing plywood 13 is used.
must be further formed.

[発明の効果] 以上説明したように、本発明の梁受は構造によれば、板
材を折曲げて形成した固定板の折曲部の内側にリブを形
成するだけで、梁の荷重に十分針えうる構造とすること
ができるので、梁受は金物の製造にかかる費用を大幅に
減少することができる。
[Effects of the Invention] As explained above, according to the structure of the beam support of the present invention, simply forming ribs on the inside of the bent part of the fixed plate formed by bending the plate material is enough to support the load of the beam. Since it can be made into a needleable structure, the beam holder can significantly reduce the cost of manufacturing hardware.

また、補強合板の上端面に形成された切欠溝に梁受は金
物の他方の固定板がはまり込んで補強合板の上部から梁
受は金物が突出しない構造となっているので、従来のよ
うに梁が架け渡された壁パネルの上端面に連結される床
パネルにリブ逃げ用の切欠部を形成せず、手間と時間を
かけずに容易に床パネルを壁パネルに連結することがで
き、工期短縮を実現することができ、さらには施工コス
トを大幅に削減することができる。
In addition, the other fixing plate of the beam holder hardware fits into the notch groove formed on the upper end surface of the reinforcing plywood, and the beam holder has a structure in which the hardware does not protrude from the top of the reinforcing plywood, so unlike conventional A floor panel can be easily connected to a wall panel without forming a rib escape notch in the floor panel connected to the upper end surface of the wall panel over which the beam is spanned, without taking much time and effort. It is possible to shorten the construction period, and furthermore, it is possible to significantly reduce construction costs.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図ないし第3図は本発明の梁受は構造の実施例を示
すもので、第1図及び第2図は本発明に使用される梁受
は金物と補強合板を示す斜視図、第3図は梁受は構造を
示す断面図、第4図及び第5図は従来の梁受は構造を示
すもので、第4図は従来の梁受は金物と補強合板を示す
斜視図、第5図は梁受は構造を示す断面図である。 4・・・・・・切欠溝、 4a・・・・・切欠溝の底面、 ・・・・スリ
Figures 1 to 3 show embodiments of the structure of the beam support of the present invention, and Figures 1 and 2 are perspective views showing hardware and reinforcing plywood of the beam support used in the present invention. Figure 3 is a sectional view showing the structure of a beam holder, Figures 4 and 5 are diagrams showing the structure of a conventional beam holder, Figure 4 is a perspective view of a conventional beam holder showing hardware and reinforcing plywood, Figure 5 is a sectional view showing the structure of the beam support. 4... Notch groove, 4a... Bottom of notch groove, ... Slip

Claims (1)

【特許請求の範囲】  建築物の壁体を構成する対向配置された壁パネルの表
面上部に補強合板を貼設し、それら補強合板に補強合板
の上端面及び正面に当接するように板材を直角に折曲し
て固定板を形成し、かつ補強合板の正面に当接する固定
板の表面に突出して梁受け部が形成されてなる梁受け金
物を固定し、前記梁受け部に梁の端部を載置して梁を架
け渡す梁受け構造であって、 前記梁受け金物の固定板の折曲部内側には互いの固定板
を連結するリブが形成されているとともに、前記補強合
板の上端面には他方の固定板が挿入される切欠溝が形成
され、さらにこの切欠溝の底面には前記リブが差し込ま
れるスリットが形成されていることを特徴とする梁受け
構造。
[Scope of Claims] Reinforced plywood is pasted on the upper surfaces of wall panels that are arranged opposite to each other and make up the walls of a building, and the plates are attached at right angles to the reinforcing plywood so that they come into contact with the top and front surfaces of the reinforcing plywood. A beam receiving hardware is fixed by bending it to form a fixing plate, and a beam receiving part is formed by protruding from the surface of the fixing plate that contacts the front side of the reinforcing plywood, and the end of the beam is fixed to the beam receiving part. This is a beam support structure for placing a beam over a beam, wherein a rib is formed on the inside of the bent part of the fixing plate of the beam support metal fitting to connect the fixing plates to each other, and a rib is formed on the inside of the bending part of the fixing plate of the beam support hardware, and a rib is formed on the top of the reinforcing plywood. A beam receiving structure characterized in that a notch groove into which the other fixing plate is inserted is formed on the end face, and a slit into which the rib is inserted is formed in the bottom face of the notch groove.
JP25153890A 1990-09-20 1990-09-20 Beam support structure Expired - Fee Related JP2941921B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25153890A JP2941921B2 (en) 1990-09-20 1990-09-20 Beam support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25153890A JP2941921B2 (en) 1990-09-20 1990-09-20 Beam support structure

Publications (2)

Publication Number Publication Date
JPH04131442A true JPH04131442A (en) 1992-05-06
JP2941921B2 JP2941921B2 (en) 1999-08-30

Family

ID=17224309

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25153890A Expired - Fee Related JP2941921B2 (en) 1990-09-20 1990-09-20 Beam support structure

Country Status (1)

Country Link
JP (1) JP2941921B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104120823A (en) * 2014-07-17 2014-10-29 长沙远大住宅工业集团有限公司 Prefabricated sandwich type external wall panel with shear key groove box and manufacturing method of wall panel

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9394680B2 (en) 2013-12-14 2016-07-19 Simpson Strong-Tie Company Drywall joist hanger
US11142902B2 (en) 2017-06-07 2021-10-12 Simpson Strong-Tie Company, Inc. Drywall hanger
US11225787B2 (en) 2018-06-06 2022-01-18 Simpson Strong-Tie Company, Inc. Drywall spacing joist hanger

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104120823A (en) * 2014-07-17 2014-10-29 长沙远大住宅工业集团有限公司 Prefabricated sandwich type external wall panel with shear key groove box and manufacturing method of wall panel
CN104120823B (en) * 2014-07-17 2016-06-01 长沙远大住宅工业集团有限公司 Prefabricated sandwich Side fascia with shearing shearkey box and working method thereof

Also Published As

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JP2941921B2 (en) 1999-08-30

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