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JP2514769B2 - Beam receiving method and beam receiving bracket - Google Patents

Beam receiving method and beam receiving bracket

Info

Publication number
JP2514769B2
JP2514769B2 JP4178699A JP17869992A JP2514769B2 JP 2514769 B2 JP2514769 B2 JP 2514769B2 JP 4178699 A JP4178699 A JP 4178699A JP 17869992 A JP17869992 A JP 17869992A JP 2514769 B2 JP2514769 B2 JP 2514769B2
Authority
JP
Japan
Prior art keywords
bottom plate
joining member
beam receiving
pressing plate
notch
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
JP4178699A
Other languages
Japanese (ja)
Other versions
JPH0649926A (en
Inventor
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 JP4178699A priority Critical patent/JP2514769B2/en
Publication of JPH0649926A publication Critical patent/JPH0649926A/en
Application granted granted Critical
Publication of JP2514769B2 publication Critical patent/JP2514769B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、屋根梁等の梁を矢切
りパネル等の壁パネルへ接合する梁受け方法及び梁受け
金具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam receiving method and a beam receiving metal fitting for joining a beam such as a roof beam to a wall panel such as an arrow cutting panel.

【0002】[0002]

【従来の技術】従来より、住宅の屋根において屋根梁と
矢切りパネルとの接合には、図4に示すような梁受け金
具1が使用されていた。この梁受け金具を使用して屋根
梁2と矢切りパネル3とを接合するには、まず、梁受け
金具1の補強合板4を、接着剤及び釘、スクリュー釘等
によって矢切りパネル3の上端部における壁面へ取り付
け、さらに、この補強合板4に梁受け金物5を釘、スク
リュー釘等によって固定し、この梁受け金物5に設けら
れた梁受け部6へ屋根梁2を嵌め込み、釘、スクリュー
釘等によって固定することにより、屋根梁2を矢切りパ
ネル3へ接合していた。その後、矢切りパネル3の側面
に石膏ボード(図示略)を貼り付けていた。
2. Description of the Related Art Conventionally, a beam receiving fitting 1 as shown in FIG. 4 has been used for joining a roof beam and a arrow cutting panel in a roof of a house. In order to join the roof beam 2 and the arrow cutting panel 3 using this beam receiving metal fitting, first, the reinforcement plywood 4 of the beam receiving metal fitting 1 is bonded to the upper end of the arrow cutting panel 3 with an adhesive, a nail, a screw nail or the like. Attached to the wall surface of the portion, and further, the beam receiving metal member 5 is fixed to the reinforcing plywood 4 with a nail, a screw nail, or the like, and the roof beam 2 is fitted into the beam receiving portion 6 provided in the beam metal receiving member 5, and the nail and the screw are attached. The roof beam 2 was joined to the arrow cutting panel 3 by fixing with a nail or the like. After that, a gypsum board (not shown) was attached to the side surface of the arrow cutting panel 3.

【0003】[0003]

【発明が解決しようとする課題】ところで、上記従来技
術にあっては、梁受け金物5の梁受け部6が矢切りパネ
ル3の側方へ突出した状態に取り付けられることより、
造作時にこの突出した梁受け部6が作業の妨げとなり、
作業効率を低下させてしまう問題があった。しかも、屋
根梁を接合する際に、補強合板4を接着剤及び釘、スク
リュー釘等によって取り付け、さらにこの補強合板4に
梁受け金物5を取り付けるという極めて面倒な取り付け
作業を行わなければならなかった。また、補強合板4を
取り付けることにより、矢切りパネルの壁面に段差が生
じ、石膏ボードの貼り付けの障害となってしまうため、
補強合板4が取り付けられた箇所だけ、その形状に形成
した石膏ボードを嵌め込んで貼り付けるという作業を行
わなければならず、施工費用が嵩んでしまうという問題
があった。
By the way, in the above-mentioned prior art, since the beam receiving portion 6 of the beam receiving member 5 is attached in a state of protruding laterally of the arrow cutting panel 3,
At the time of fabrication, this protruding beam receiving portion 6 hinders the work,
There was a problem that work efficiency was reduced. Moreover, when joining the roof beams, it was necessary to attach the reinforcing plywood 4 with an adhesive agent, a nail, a screw nail, and the like, and to attach the beam receiving member 5 to the reinforcing plywood 4, which was an extremely troublesome attachment work. . Also, by attaching the reinforcing plywood 4, a step is generated on the wall surface of the arrow cutting panel, which becomes an obstacle to the attachment of the gypsum board,
There is a problem that the work cost of fitting the gypsum board formed in that shape and attaching the same is necessary only at the place where the reinforcing plywood 4 is attached, which increases the construction cost.

【0004】この発明は、上記事情に鑑みてなされたも
ので、極めて容易に矢切りパネル等の壁パネルへ屋根梁
等の梁を接合させて、接合作業にかかるコストを低減さ
せることが可能な梁受け方法及び梁受け金具を提供する
ことを目的としている。
The present invention has been made in view of the above circumstances, and it is possible to extremely easily join a beam such as a roof beam to a wall panel such as an arrow-cutting panel and reduce the cost required for the joining work. It is intended to provide a beam receiving method and a beam receiving metal fitting.

【0005】[0005]

【課題を解決するための手段】第1の発明の梁受け方法
は、壁パネルの上端部に形成した切り欠き部へ、底板の
両側部に側板が立ち上げられてなる接合部材を、前記側
板が前記切り欠き部を構成する側面と対向するように嵌
め込み、前記接合部材の前記底板の上面側へ梁の端部を
載置し、該梁の端部における上面へ梁押さえ板を載置
し、該梁押さえ板に形成された孔部へボルトを挿通させ
て、該ボルトを前記底板に設けられたナットへ螺合させ
ることにより、前記梁押さえ板と前記接合部材の底板と
によって前記梁の端部を挟持して固定することを特徴と
している。第2の発明の梁受け金具は、壁パネルの上端
部に形成された切り欠き部に嵌め込まれ、該切り欠き部
を構成する底部上に配置される底板の両側部に前記切り
欠き部を構成する側面に沿って側板が形成されてなる接
合部材と、該接合部材の底板の上面側に載置された梁を
介して配置される梁押さえ板と、該梁押さえ板に形成さ
れた孔部へ挿通され、前記接合部材の底板に設けられた
ナットへ螺合して、前記梁押さえ板と前記接合部材の底
板とによって前記梁の端部を挟持するボルトとから構成
されてなることを特徴としている。
According to a first aspect of the present invention, there is provided a beam receiving method, wherein a side plate is joined to a notch formed in an upper end portion of a wall panel and side plates are erected on both sides of the bottom plate. Is fitted so as to face the side surface forming the cutout portion, the end portion of the beam is placed on the upper surface side of the bottom plate of the joining member, and the beam pressing plate is placed on the upper surface of the end portion of the beam. , A bolt is inserted into a hole formed in the beam pressing plate, and the bolt is screwed into a nut provided in the bottom plate, whereby the beam pressing plate and the bottom plate of the joining member The feature is that the ends are clamped and fixed. The beam receiving metal fitting of the second invention is fitted into a notch formed in the upper end of the wall panel, and the notch is formed on both sides of a bottom plate arranged on the bottom forming the notch. A joining member having side plates formed along the side surface of the joining member, a beam holding plate arranged via a beam placed on the upper surface side of the bottom plate of the joining member, and a hole formed in the beam holding plate. And a bolt that holds the end portion of the beam between the beam pressing plate and the bottom plate of the joining member by being screwed into a nut provided on the bottom plate of the joining member. I am trying.

【0006】[0006]

【作用】第1の発明の梁受け方法によれば、梁の端部を
接合部材が嵌め込まれた屋根パネルの切り欠き部へ嵌め
込み、ボルトの締結力によりそれぞれの梁の端部を梁押
さえ板によって挟持するることにより、壁パネルへ梁が
容易にかつ精度良く位置決めされた状態に接合される。
第2の発明の梁受け金具によれば、切り欠き部の底部に
設置される底板に壁パネルの端部を載置させた状態に接
合するものであるので、底板によって梁の受け面が十分
確保された状態に梁が壁パネルに接合される。
According to the beam receiving method of the first invention, the ends of the beams are fitted into the notches of the roof panel in which the joining members are fitted, and the ends of the respective beams are pushed by the fastening force of the bolts. The beam is joined to the wall panel in a state where it is easily and accurately positioned by sandwiching the beam.
According to the beam receiving metal fitting of the second invention, since the end portion of the wall panel is joined to the bottom plate installed at the bottom of the cutout portion, the beam receiving surface is sufficiently formed by the bottom plate. The beam is joined to the wall panel in the secured state.

【0007】[0007]

【実施例】以下、本発明の梁受け方法及び梁受け金具の
実施例を図1ないし図3によって説明する。なお、従来
例と同一構造部分には、同一符号を付して説明を省略す
る。図において、符号11は、梁受け金具である。この
梁受け金具11は、矢切りパネル(壁パネル)3の上端
部に予め形成しておいた切り欠き部12に嵌め込まれる
接合部材21と、この接合部材21の上方より、屋根梁
(梁)2を介して取り付けられる梁押さえ板22とから
構成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a beam receiving method and a beam receiving fitting of the present invention will be described below with reference to FIGS. The same parts as those of the conventional example are designated by the same reference numerals and the description thereof will be omitted. In the figure, reference numeral 11 is a beam receiving fitting. The beam receiving metal fitting 11 includes a joining member 21 fitted in a notch 12 formed in advance on the upper end of the arrow cutting panel (wall panel) 3, and a roof beam (beam) from above the joining member 21. 2 and the beam presser plate 22 attached via.

【0008】接合部材21は、中心位置にナット13が
熔接された底板14と、この底板14の両側部から切り
欠き部12を構成する側面12a、12aに沿って立ち
上げられた側板15、15とから構成されており、それ
ぞれの側板15、15には、その両側部に外方へ屈曲さ
れた固定片16、16が形成されている。
The joining member 21 includes a bottom plate 14 having a nut 13 welded to a central position, and side plates 15 and 15 which are erected from both sides of the bottom plate 14 along side faces 12a and 12a forming a cutout 12. The side plates 15 and 15 are formed with fixing pieces 16 and 16 which are bent outward on both sides of the side plates 15 and 15, respectively.

【0009】また、固定片16、16及び底板14に
は、それぞれ複数の孔部17、17が形成されており、
これら孔部17、17へ釘、スクリュー釘等を挿通させ
て、矢切りパネル3を構成する心材へ打ち込むことによ
り、接合部材21が切り欠き部12に確実に固定される
ようになっている。
A plurality of holes 17, 17 are formed in the fixing pieces 16, 16 and the bottom plate 14, respectively.
By inserting a nail, a screw nail or the like into these holes 17 and driving them into the core material forming the arrow cutting panel 3, the joining member 21 is securely fixed to the notch 12.

【0010】また、底板14の他の側部には、下方へ屈
曲された係止片18、18が形成されており、これら係
止片18、18が矢切りパネル3の側面に貼り付けられ
る石膏ボード19、19の縁端部に係合するようになっ
ている。次に、上記構成の梁受け金具11を使用した梁
受け方法を説明する。矢切りパネル3の上端部に予め形
成しておいた切り欠き部12へ、側板15、15が切り
欠き部12の側面12a、12aと対向するように接合
部材21を嵌め込む。
Further, locking pieces 18, 18 bent downward are formed on the other side portion of the bottom plate 14, and these locking pieces 18, 18 are attached to the side surface of the arrow cutting panel 3. It is adapted to engage with the edges of the gypsum boards 19, 19. Next, a beam receiving method using the beam receiving metal fitting 11 having the above configuration will be described. The joining member 21 is fitted into the notch 12 formed in the upper end of the arrow cutting panel 3 so that the side plates 15 and 15 face the side surfaces 12a and 12a of the notch 12.

【0011】そして、この接合部材21の側板15、1
5の両側部に形成された固定片16、16及び底板14
を釘、スクリュー釘等により矢切りパネル12の心材へ
それぞれ固定する。
The side plates 15 and 1 of the joining member 21 are
Fixing pieces 16, 16 and bottom plate 14 formed on both sides of
Are fixed to the core material of the arrow cutting panel 12 with nails, screw nails or the like.

【0012】ついで、この接合部材21が嵌め込まれた
切り欠き部12へ、矢切りパネル3の両側面側から屋根
梁2、2の端部を嵌め込む。このとき、これら屋根梁
2、2のそれぞれの端部が底板14に設けられたナット
13に重ならないように僅かに隙間をあけておく。この
状態において、屋根梁2、2の端部における上部に形成
された凹部2a、2aへ梁押さえ板22を嵌め込み、こ
の梁押さえ板22に形成された孔部22aへボルト23
を挿通させて、このボルト23を接合部材21の底板1
4に設けられたナット13へ螺合させて締結させる。
Next, the end portions of the roof beams 2 and 2 are fitted into the notch 12 into which the joining member 21 is fitted from both side surfaces of the arrow cutting panel 3. At this time, a slight gap is provided so that the respective ends of the roof beams 2 and 2 do not overlap the nuts 13 provided on the bottom plate 14. In this state, the beam pressing plate 22 is fitted into the recesses 2a, 2a formed in the upper portions of the roof beams 2, 2 and the bolts 23 are inserted into the holes 22a formed in the beam pressing plate 22.
Through the bottom plate 1 of the joining member 21.
The nut 13 provided in 4 is screwed and fastened.

【0013】このようにすると、それぞれの屋根梁2、
2の端部が梁押さえ板22と接合部材21の底板14と
によって挟持された状態に、それぞれの屋根梁2、2が
矢切りパネル3の切り欠き部12へ固定される。その
後、この屋根梁2、2が接合された矢切りパネル3の両
側面側から石膏ボード19、19を貼り付ける。ここ
で、切り欠き部12の下方における石膏ボード19、1
9の上端部は、接合部材21に形成された係合片18、
18へ係合させる。
In this way, each roof beam 2,
The roof beams 2 and 2 are fixed to the notches 12 of the arrow-cutting panel 3 in a state in which the ends of 2 are sandwiched by the beam pressing plate 22 and the bottom plate 14 of the joining member 21. After that, the gypsum boards 19, 19 are attached from both sides of the arrow cutting panel 3 to which the roof beams 2, 2 are joined. Here, the gypsum board 19, 1 below the notch 12
The upper end of 9 is an engagement piece 18 formed on the joining member 21,
Engage with 18.

【0014】このように、上記実施例の梁受け方法によ
れば、それぞれの屋根梁2、2の端部を接合部材21が
嵌め込まれた矢切りパネル3の切り欠き部12へ嵌め込
み、それぞれの屋根梁2、2の端部を梁押さえ板22に
よって挟持させることにより、矢切りパネル3へ屋根梁
2、2を接合するので、極めて容易に、かつ精度良く位
置決めした状態にて屋根梁2、2を矢切りパネル3の上
端部へ固定することができる。また、矢切りパネル3の
両側部側から屋根梁2、2を同時に接合することができ
る。
As described above, according to the beam receiving method of the above-described embodiment, the ends of the roof beams 2 and 2 are fitted into the notches 12 of the arrow-cutting panel 3 into which the joining members 21 are fitted, and the respective ends are fitted. Since the roof beams 2 and 2 are joined to the arrow cutting panel 3 by sandwiching the ends of the roof beams 2 and 2 by the beam pressing plate 22, the roof beams 2 can be extremely easily and accurately positioned. 2 can be fixed to the upper end of the arrow cutting panel 3. Moreover, the roof beams 2 and 2 can be simultaneously joined from both sides of the arrow cutting panel 3.

【0015】また、従来のように、屋根梁2、2と矢切
りパネル3との接合強度を確保するために補強合板4を
取り付ける梁受け方法と比較して、その作業を極めて簡
略化させることができ、屋根梁2、2と矢切りパネル3
との接合作業の効率を大幅に向上させることができる。
また、補強合板4による段差が生じないので、この補強
合板4が取り付けられた箇所へ別に形成した石膏ボード
を嵌め込んで貼り付ける作業を不要とすることができ、
施工費用を低減させることができる。
Further, as compared with the conventional beam receiving method of attaching the reinforcing plywood 4 in order to secure the joint strength between the roof beams 2 and 2 and the arrow-cutting panel 3, the work can be greatly simplified. Roof beams 2, 2 and arrow-cutting panels 3
It is possible to greatly improve the efficiency of the joining work with.
Further, since the step due to the reinforcing plywood 4 does not occur, it is possible to eliminate the work of fitting and attaching the separately formed gypsum board to the place where the reinforcing plywood 4 is attached,
The construction cost can be reduced.

【0016】また、本実施例の梁受け金具11によれ
ば、矢切りパネル3の側面方向へ突出させることなく、
屋根梁の受け面を十分確保することができるので、従来
のように、梁受け部5が突出されたものと比較して造作
時の妨げとなることがなく、また、接合部材21を取り
付けた状態にて矢切りパネル3を容易に運搬することが
可能となる。これにより、工場にて予め接合部材21を
取り付けることができ、現場における作業を軽減させる
ことができる。
Further, according to the beam receiving metal fitting 11 of this embodiment, the beam receiving metal fitting 11 does not project in the lateral direction of the arrow cutting panel 3,
Since it is possible to sufficiently secure the receiving surface of the roof beam, unlike the conventional structure in which the beam receiving portion 5 is protruded, there is no hindrance during the fabrication, and the joining member 21 is attached. In this state, the arrow cutting panel 3 can be easily transported. Thereby, the joining member 21 can be attached in advance at the factory, and the work on the site can be reduced.

【0017】なお、上記実施例では、矢切りパネル3の
両側部側から屋根梁2、2を同時に接合する例を説明し
たが、矢切りパネル3が外壁となる部分において、この
矢切りパネル3へ片側からのみ屋根梁2、2を接合する
場合には、一方側の屋根梁2の接合箇所に屋根梁2と同
一厚さの胴差を配置して梁押さえ板22によって上方か
ら挟持すればよい。
In the above embodiment, the roof beams 2 and 2 are simultaneously joined from both sides of the arrow-cutting panel 3, but in the portion where the arrow-cutting panel 3 is an outer wall, the arrow-cutting panel 3 is formed. When the roof beams 2 and 2 are joined to each other only from one side, a body gap having the same thickness as that of the roof beam 2 is arranged at a joint portion of the roof beams 2 on one side and sandwiched by the beam pressing plate 22 from above. Good.

【0018】[0018]

【発明の効果】以上、説明したように、本発明の梁受け
方法及び梁受け金具によれば、下記の効果を得ることが
できる。第1の発明の梁受け方法によれば、それぞれの
梁の端部を接合部材が嵌め込まれた壁パネルの切り欠き
部へ嵌め込み、それぞれの梁の端部を梁押さえ板によっ
て挟持させることにより、壁パネルへ屋根梁を接合する
ので、極めて容易に、かつ精度良く位置決めした状態に
て梁を壁パネルの上端部へ固定することができる。ま
た、壁パネルの両側部側から梁を同時に接合することが
できる。また、従来のように、梁と壁パネルとの接合強
度を確保するために補強合板を取り付ける梁受け方法と
比較して、その作業を極めて簡略化させることができ、
梁と壁パネルとの接合作業の効率を大幅に向上させるこ
とができる。また、補強合板による段差が生じないの
で、この補強合板が取り付けられた箇所へ別に形成した
石膏ボードを嵌め込んで貼り付ける作業を不要とするこ
とができ、施工費用を低減させることができる。第2の
発明の梁受け金具によれば、壁パネルの側面方向へ突出
させることなく、梁の受け面を十分確保することができ
るので、従来のように、梁受け部が突出されたものと比
較して造作時の妨げとなることがなく、また、接合部材
を取り付けた状態にて壁パネルを容易に運搬することが
可能となる。これにより、工場にて予め接合部材を取り
付けることができ、現場における作業を軽減させること
ができる。
As described above, according to the beam receiving method and the beam receiving metal fitting of the present invention, the following effects can be obtained. According to the beam receiving method of the first invention, the ends of the respective beams are fitted into the notches of the wall panel in which the joining members are fitted, and the ends of the respective beams are clamped by the beam pressing plate, Since the roof beam is joined to the wall panel, it is possible to fix the beam to the upper end portion of the wall panel very easily and accurately. Also, the beams can be simultaneously joined from both sides of the wall panel. Further, as compared with the conventional beam receiving method of attaching the reinforcing plywood in order to secure the bonding strength between the beam and the wall panel, the work can be extremely simplified,
The efficiency of the work of joining the beam and the wall panel can be significantly improved. Further, since the step due to the reinforcing plywood is not generated, it is possible to eliminate the work of fitting and attaching the separately formed gypsum board to the place where the reinforcing plywood is attached, and it is possible to reduce the construction cost. According to the beam receiving metal fitting of the second invention, the beam receiving surface can be sufficiently secured without projecting in the lateral direction of the wall panel. In comparison, it does not hinder the fabrication, and the wall panel can be easily transported with the joining member attached. Accordingly, the joining member can be attached in advance at the factory, and the work on the site can be reduced.

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

【図1】本発明の梁受け方法及び梁受け金具の実施例を
説明する接合された屋根梁と矢切りパネルとの接合箇所
の斜視図である。
FIG. 1 is a perspective view of a joint portion between a roof beam and a arrow-cutting panel, which are joined together for explaining an embodiment of a beam receiving method and a beam receiving fitting of the present invention.

【図2】屋根梁と矢切りパネルとの接合箇所の側断面図
である。
FIG. 2 is a side sectional view of a joint portion between the roof beam and the arrow cutting panel.

【図3】屋根梁と矢切りパネルとの接合箇所のの分解斜
視図である。
FIG. 3 is an exploded perspective view of a joint portion between the roof beam and the arrow cutting panel.

【図4】従来の梁受け方法及び梁受け金具を説明する矢
切りパネル及び屋根梁の端部の斜視図である。
FIG. 4 is a perspective view of an arrow cutting panel and an end portion of a roof beam for explaining a conventional beam receiving method and beam receiving metal fitting.

【符号の説明】[Explanation of symbols]

2 屋根梁(梁) 3 矢切りパネル(壁パネル) 11 梁受け金具 12 切り欠き部 12a 側面 13 ナット 14 底板 15 側板 21 接合部材 22 梁押さえ板 22a 孔部 23 ボルト 2 Roof beam (beam) 3 Arrow cutting panel (wall panel) 11 Beam receiving metal fitting 12 Notch part 12a Side surface 13 Nut 14 Bottom plate 15 Side plate 21 Joining member 22 Beam holding plate 22a Hole part 23 Bolt

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04B 2/56 605 E04B 2/56 605E 611 611C 7/00 7/00 Z ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display location E04B 2/56 605 E04B 2/56 605E 611 611C 7/00 7/00 Z

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 壁パネルの上端部に形成した切り欠き部
へ、底板の両側部に側板が立ち上げられてなる接合部材
を、前記側板が前記切り欠き部を構成する側面と対向す
るように嵌め込み、前記接合部材の前記底板の上面側へ
梁の端部を載置し、該梁の端部における上面へ梁押さえ
板を載置し、該梁押さえ板に形成された孔部へボルトを
挿通させて、該ボルトを前記底板に設けられたナットへ
螺合させることにより、前記梁押さえ板と前記接合部材
の底板とによって前記梁の端部を挟持して固定すること
を特徴とする梁受け方法。
1. A joining member formed by standing up side plates on both sides of a bottom plate to a notch formed in an upper end of a wall panel so that the side plate faces a side surface forming the notch. Fit, place the end of the beam on the upper surface side of the bottom plate of the joining member, place the beam pressing plate on the upper surface at the end of the beam, and attach the bolt to the hole formed in the beam pressing plate. A beam characterized in that the end portion of the beam is clamped and fixed by the beam pressing plate and the bottom plate of the joining member by inserting the bolt and screwing the bolt into a nut provided on the bottom plate. How to receive.
【請求項2】 壁パネルの上端部に形成された切り欠き
部に嵌め込まれ、該切り欠き部を構成する底部上に配置
される底板の両側部に前記切り欠き部を構成する側面に
沿って側板が形成されてなる接合部材と、該接合部材の
底板の上面側に載置された梁を介して配置される梁押さ
え板と、該梁押さえ板に形成された孔部へ挿通され、前
記接合部材の底板に設けられたナットへ螺合して、前記
梁押さえ板と前記接合部材の底板とによって前記梁の端
部を挟持するボルトとから構成されてなることを特徴と
する梁受け金具。
2. A notch formed in an upper end portion of a wall panel, which is fitted in a notch portion and is provided on both sides of a bottom plate disposed on a bottom portion constituting the notch portion, along side surfaces constituting the notch portion. A joining member formed with side plates, a beam pressing plate arranged via a beam placed on the upper surface side of a bottom plate of the joining member, and a beam pressing plate inserted into a hole formed in the beam pressing plate, A beam receiving metal fitting, comprising a bolt that is screwed into a nut provided on the bottom plate of the joining member and that holds the end portion of the beam by the beam pressing plate and the bottom plate of the joining member. .
JP4178699A 1992-07-06 1992-07-06 Beam receiving method and beam receiving bracket Expired - Lifetime JP2514769B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4178699A JP2514769B2 (en) 1992-07-06 1992-07-06 Beam receiving method and beam receiving bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4178699A JP2514769B2 (en) 1992-07-06 1992-07-06 Beam receiving method and beam receiving bracket

Publications (2)

Publication Number Publication Date
JPH0649926A JPH0649926A (en) 1994-02-22
JP2514769B2 true JP2514769B2 (en) 1996-07-10

Family

ID=16053012

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4178699A Expired - Lifetime JP2514769B2 (en) 1992-07-06 1992-07-06 Beam receiving method and beam receiving bracket

Country Status (1)

Country Link
JP (1) JP2514769B2 (en)

Also Published As

Publication number Publication date
JPH0649926A (en) 1994-02-22

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