JPH1130040A - Building girder metal fixture - Google Patents

Building girder metal fixture

Info

Publication number
JPH1130040A
JPH1130040A JP18678397A JP18678397A JPH1130040A JP H1130040 A JPH1130040 A JP H1130040A JP 18678397 A JP18678397 A JP 18678397A JP 18678397 A JP18678397 A JP 18678397A JP H1130040 A JPH1130040 A JP H1130040A
Authority
JP
Japan
Prior art keywords
pressing plate
girder
steel beam
lip
base piece
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.)
Pending
Application number
JP18678397A
Other languages
Japanese (ja)
Inventor
Kikuo Kishi
記久雄 岸
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.)
KISHI KK
Original Assignee
KISHI KK
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 KISHI KK filed Critical KISHI KK
Priority to JP18678397A priority Critical patent/JPH1130040A/en
Publication of JPH1130040A publication Critical patent/JPH1130040A/en
Pending legal-status Critical Current

Links

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a building girder metal fixture capable of facilitating the welding work as well as an accurate mounting position. SOLUTION: A girder mounting hole 2 is opened in a vertical piece 1b bent and erected from a basic piece 1a of an L-shaped metal fixture, at the same time, a space 3 capable of putting a lip of a rolled steel beam is made to the lower surface of the basic piece 1a to bent a pushing plate 1c to form, the vertical width 4 of the pushing plate 1c is so set that it can be advanced to the inside of a groove from a lip opening and, at the same time, the horizontal width 5 of the pushing plate 1c is so set that it can be interlocked with both right and left lips of the rolled steel beam. A pushing mechanism 6 for pushing the puching plate 1c toward the basic piece.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は鉄骨構造の建築物に
屋根材や壁材等を固定するための型鋼桁を取り付ける建
築用桁止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 girder fastener for mounting a steel girder for fixing a roofing material or a wall material to a building having a steel structure.

【0002】[0002]

【従来の技術】従来、建築物に屋根や壁面を構築するに
は、鉄骨構造体に型鋼梁を配設したうえ、該型鋼梁に屋
根材や壁材を固定する型鋼桁を取り付ける桁止金具を溶
接する必要があった。この溶接は取付位置の墨だしを行
ったうえ、墨だしに基づいて桁止金具を直接溶接するた
め、溶接時に位置ずれが生じやすかった。しかし、一旦
溶接した後、位置ずれを修正することは難しく、そのま
ま屋根材や壁材の取り付けを行っていたが、位置ずれに
より取り付け作業が煩雑になるうえに、しばしば取り付
け不良が発生するという問題があった。
2. Description of the Related Art Conventionally, in order to construct a roof or a wall surface in a building, a steel beam is provided on a steel structure and a beam girder for attaching a steel beam to fix a roof material or a wall material to the steel beam. Had to be welded. In this welding, since the mounting position is inked, and the girder metal fitting is directly welded based on the inking, misalignment is likely to occur during welding. However, once welded, it is difficult to correct the misalignment, and the roofing material and the wall material were attached as they were. However, the misalignment complicates the installation work and often causes poor installation. was there.

【0003】[0003]

【発明が解決しようとする課題】本発明は取付位置が正
確なうえ、溶接作業も容易となる建築用桁止金具を提供
することを目的とするものである。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a girder metal fastener for a building, which can be mounted accurately and can be easily welded.

【0004】[0004]

【課題を解決するための手段】前述の目的を達成するた
め本発明は、L型金具の基片より屈曲起立させた縦片に
桁取付用の取付孔を透設するとともに基片の下面に型鋼
梁のリップを介在できる間隙をもたせて押圧板を屈曲形
成し、該押圧板の前後幅をリップ開口から溝内に進入で
きる大きさとするとともに、押圧板の左右幅を型鋼梁の
左右リップ部に係止できる大きさとし、また、押圧板を
基片に向け押圧する押圧機構を設けた建築用桁止金具を
請求項1の発明とし、請求項1の発明において、押圧機
構が押圧板の雌ねじ部と基片のボルト挿通孔を通じて該
雌ねじ部に螺挿されるボルトとよりなる建築用桁止金具
を請求項2の発明とし、請求項1また2の発明におい
て、L型金具に透設される孔の周縁に補強リブが形成さ
れた建築用桁止金具を請求項3の発明とするものであ
る。
SUMMARY OF THE INVENTION In order to achieve the above-mentioned object, the present invention provides a vertical piece bent and raised from a base piece of an L-shaped metal fitting, through which a mounting hole for attaching a girder is provided, and a lower surface of the base piece. The pressing plate is bent and formed with a gap in which the lip of the mold steel beam can be interposed. The construction girder metal fitting having a pressing mechanism that presses the pressing plate toward the base piece and has a size that can be locked to the base plate, wherein the pressing mechanism is a female screw of the pressing plate in the invention of claim 1 A construction girder fastener comprising a part and a bolt screwed into the female screw part through a bolt insertion hole of the base piece is the invention of claim 2, and in the invention of claims 1 and 2, it is provided through the L-shaped fitting. Architectural girders with reinforcing ribs formed around the perimeter of the hole It is an invention of claim 3.

【0005】次に、本発明の好ましい実施の形態を図1
〜4に基づいて詳細に説明する。1はL型金具であり、
該L型金具1は基片1aと基片1aより屈曲起立させた
縦片1bおよび基片1aの前縁より下面に屈曲される押
圧板1cとよりなるもので、縦片1bには桁取付用の取
付孔2、2が透設されている。また、押圧板1cは基片
1aの下面に型鋼梁10のリップ10aを介在できる間
隙3を有して屈曲形成されるものである。さらに、押圧
板1cは前後幅4を型鋼梁10のリップ開口10bを通
じて溝10c内に進入できる大きさとし、押圧板1cの
左右幅5を型鋼梁10の左右のリップ10a間に係止で
きる大きさとするとともに、型鋼梁10の溝10c内で
回動可能な形状すなわち、リップ10aに係止できる幅
が最大となるよう左右端縁を円弧状としている。
Next, a preferred embodiment of the present invention is shown in FIG.
4 will be described in detail. 1 is an L-shaped bracket,
The L-shaped fitting 1 is composed of a base piece 1a, a vertical piece 1b bent upright from the base piece 1a, and a pressing plate 1c bent downward from the front edge of the base piece 1a. Mounting holes 2 and 2 are provided. The pressing plate 1c is formed to have a gap 3 on the lower surface of the base piece 1a so that the lip 10a of the mold steel beam 10 can be interposed therebetween. Further, the pressing plate 1c has a front-rear width 4 that is large enough to enter the groove 10c through the lip opening 10b of the mold steel beam 10, and a left-right width 5 of the pressing plate 1c that can be locked between the left and right lips 10a of the molded steel beam 10. At the same time, the left and right edges are arcuate so as to be rotatable in the groove 10c of the mold steel beam 10, that is, the width that can be locked to the lip 10a is maximized.

【0006】6は押圧機構であり、該押圧機構6は押圧
板1cの雌ねじ部7と基片1aのボルト挿通孔8を通じ
て該雌ねじ部7に螺挿されるボルト9とよりなるもので
あり、該押圧機構6は基片1aと押圧板1cとの間に型
鋼梁10のリップ10aを介在させたうえ、ボルト9を
締めつけることによりリップ10aを基片1aと押圧板
1c間に挟持させるものである。11は取付孔2、2、
ボルト挿通孔8、雌ねじ部7等L型金具1に透設された
孔の周縁に形成される補強リブである。
Reference numeral 6 denotes a pressing mechanism. The pressing mechanism 6 comprises a female screw 7 of the pressing plate 1c and a bolt 9 screwed into the female screw 7 through the bolt insertion hole 8 of the base 1a. The pressing mechanism 6 interposes a lip 10a of the mold steel beam 10 between the base piece 1a and the pressing plate 1c, and clamps the lip 10a between the base piece 1a and the pressing plate 1c by tightening a bolt 9. . 11 is mounting holes 2, 2,
Reinforcing ribs formed on the periphery of the holes formed in the L-shaped fitting 1 such as the bolt insertion holes 8 and the female screw portions 7.

【0007】このように構成されたものは、鉄骨構造体
に配設される多数の型鋼梁10のリップ10a側に、L
型金具1の押圧板1cを対面させたうえ、図2に示され
るように、型鋼梁10のリップ開口10bに押圧板1c
の前後幅4側が介入できるように配置させたうえ、L型
金具1を鎖線に示されるように回動させる。このとき、
リップ開口10bを通じて押圧板1cをリップ10aの
下側に配置させる必要がある。また、この回動の際、押
圧板1cの左右端縁は円弧状となっているので、型鋼梁
10の溝10cの内壁に衝突することなく回動される。
そして、図3に示されるように、L型金具1が90°回
動された位置、すなわち型鋼梁10とL型金具1が直交
する位置に押圧板1cは配置される。
[0007] With such a structure, a large number of steel beams 10 arranged on a steel structure are provided with L
With the pressing plate 1c of the mold 1 facing, the pressing plate 1c is inserted into the lip opening 10b of the steel beam 10 as shown in FIG.
And the L-shaped bracket 1 is rotated as shown by a chain line. At this time,
It is necessary to arrange the pressing plate 1c below the lip 10a through the lip opening 10b. In addition, since the left and right edges of the pressing plate 1c are arc-shaped at the time of this rotation, the pressing plate 1c is rotated without colliding with the inner wall of the groove 10c of the shaped steel beam 10.
Then, as shown in FIG. 3, the pressing plate 1c is arranged at a position where the L-shaped bracket 1 is rotated by 90 °, that is, at a position where the steel beam 10 and the L-shaped bracket 1 are orthogonal to each other.

【0008】このとき、押圧板1cの左右幅5はリップ
開口10bより大きいので、リップ10aの下面に押圧
板1cの両側は配置される。この状態で押圧機構6のボ
ルト9はボルト挿通孔8を通じて押圧板1cの雌ねじ部
7に螺挿されるので、基片1aと押圧板1cとの間にリ
ップ10aは押圧挟持され、L型金具1は型鋼梁10に
仮止めされる。この仮止め時、L型金具1の位置がずれ
ていたら、押圧機構6としてのボルト9を緩めてL型金
具1の位置調整を行って、再び、押圧機構6によりL型
金具1を締めつけ仮止めすればよい。このようにしてL
型金具1を型鋼梁10に仮止めしたうえ、L型金具1を
型鋼梁10に溶接して固定する。そして、溶接固定され
たL型金具1に型鋼桁20をボルト止めし、型鋼桁20
に屋根材や壁材等を取り付ければよい。なお、好ましい
実施の形態では、押圧機構6の雌ねじ部7は押圧板1c
に一体して作業性を高めているが、別体のナットとして
も良く、また、L型金具1は好ましい実施の形態では型
鋼梁10に溶接しているが、L型金具1にかかる荷重が
小さい場合には、溶接せず、押圧機構6による仮止めを
本固定としても良いことは勿論である。
At this time, since the width 5 of the pressing plate 1c is larger than the lip opening 10b, both sides of the pressing plate 1c are arranged on the lower surface of the lip 10a. In this state, the bolt 9 of the pressing mechanism 6 is screwed into the female screw portion 7 of the pressing plate 1c through the bolt insertion hole 8, so that the lip 10a is pressed and clamped between the base piece 1a and the pressing plate 1c, and the L-shaped fitting 1 is pressed. Is temporarily fixed to the mold steel beam 10. If the position of the L-shaped bracket 1 is deviated during this temporary fixing, the bolt 9 as the pressing mechanism 6 is loosened to adjust the position of the L-shaped bracket 1, and the L-shaped bracket 1 is temporarily tightened by the pressing mechanism 6 again. Stop it. Thus, L
The mold 1 is temporarily fixed to the mold beam 10, and the L-form 1 is welded and fixed to the mold beam 10. Then, the steel girder 20 is bolted to the welded and fixed L-shaped bracket 1, and the steel girder 20 is fixed.
A roofing material, a wall material, or the like may be attached to the device. In a preferred embodiment, the female screw 7 of the pressing mechanism 6 is provided with a pressing plate 1c.
Although the workability is enhanced integrally with the above, the nut may be a separate nut. Also, in the preferred embodiment, the L-shaped bracket 1 is welded to the section steel beam 10, but the load applied to the L-shaped bracket 1 is reduced. When the size is small, it is needless to say that the temporary fixing by the pressing mechanism 6 may be permanently fixed without welding.

【0009】[0009]

【発明の効果】本発明は前記説明によって明らかなよう
に、屋根材取付用の型鋼桁を取り付けるL型金具を押圧
機構により型鋼梁に固定するようにしたから、固定時の
位置ずれは簡単に修正できるうえに、溶接による固定を
行う場合には位置ずれが生じることがなく、常に高い取
付け精度を維持することができる。また、押圧板に雌ね
じ部を一体化することにより、ボルトとナットを別々に
取り扱う不便さを解消して作業能率を高めることができ
る。さらに、L型金具に透設された孔の周囲には補強リ
ブを形成しているので、孔による強度低下を補うことが
できる等種々の利点を有するものである。従って、本発
明は従来の問題点を解消した建築用桁止金具として建築
作業の高率も寄与するところ大なものである。
As is apparent from the above description, the present invention is such that the L-shaped metal fitting for mounting the roof steel beam girder is fixed to the steel beam by the pressing mechanism. In addition to being able to be corrected, when fixing is performed by welding, there is no displacement, and high mounting accuracy can always be maintained. Further, by integrating the female screw portion with the pressing plate, the inconvenience of separately handling the bolt and the nut can be eliminated, and the working efficiency can be improved. Further, since the reinforcing ribs are formed around the holes penetrated through the L-shaped fitting, there are various advantages such as a reduction in strength due to the holes. Therefore, the present invention is a large one that contributes to a high rate of construction work as a girder metal fastener for a building that solves the conventional problems.

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

【図1】本発明の好ましい実施の形態を示す斜視図であ
る。
FIG. 1 is a perspective view showing a preferred embodiment of the present invention.

【図2】本発明の好ましい実施の形態による取付過程を
示す平面図である。
FIG. 2 is a plan view showing a mounting process according to a preferred embodiment of the present invention.

【図3】本発明の好ましい実施の形態による取付状態を
示す平面図である。
FIG. 3 is a plan view showing an attached state according to a preferred embodiment of the present invention.

【図4】本発明の好ましい実施の形態による取付状態を
示す正面図である。
FIG. 4 is a front view showing an attached state according to a preferred embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 L型金具 1a 基片 1b 縦片 1c 押圧板 2 取付孔 3 間隙 4 前後幅 5 左右幅 6 押圧機構 7 雌ねじ部 8 ボルト挿通孔 9 ボルト 10 型鋼梁 10a リップ 10b リップ開口 10c 溝 11 補強リブ DESCRIPTION OF SYMBOLS 1 L-shaped bracket 1a Base piece 1b Vertical piece 1c Pressing plate 2 Mounting hole 3 Gap 4 Front and rear width 5 Left and right width 6 Pressing mechanism 7 Female screw part 8 Bolt insertion hole 9 Bolt 10 Shaped steel beam 10a Lip 10b Lip opening 10c Groove 11 Reinforcing rib

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 L型金具(1) の基片(1a)より屈曲起立さ
せた縦片(1b)に桁取付用の取付孔(2) を透設するととも
に基片(1a)の下面に型鋼梁(10)のリップ(10a) を介在で
きる間隙(3) をもたせて押圧板(1c)を屈曲形成し、該押
圧板(1c)の前後幅(4) をリップ開口(10b) から溝(10c)
内に進入できる大きさとするとともに、押圧板(1c)の左
右幅(5) を型鋼梁(10)の左右リップ(10a) に係止できる
大きさとし、また、押圧板(1c)を基片(1a)に向け押圧す
る押圧機構(6) を設けたことを特徴とする建築用桁止金
具。
A vertical hole (1b) bent and raised from a base piece (1a) of an L-shaped bracket (1) is provided with a mounting hole (2) for mounting a girder and a lower surface of the base piece (1a). The pressing plate (1c) is bent and formed with a gap (3) in which the lip (10a) of the mold steel beam (10) can be interposed, and the front-rear width (4) of the pressing plate (1c) is grooved from the lip opening (10b). (10c)
And the width (5) of the pressing plate (1c) should be large enough to engage the left and right lips (10a) of the steel beam (10), and the pressing plate (1c) should be A girder metal fastener for a building, comprising a pressing mechanism (6) for pressing toward 1a).
【請求項2】 押圧機構(6) が押圧板(1c)の雌ねじ部
(7) と基片(1a)のボルト挿通孔(8) を通じて該雌ねじ部
(7) に螺挿されるボルト(9) とよりなる請求項1に記載
の建築用桁止金具。
2. The pressing mechanism (6) is a female screw part of a pressing plate (1c).
(7) through the bolt insertion hole (8) of the base piece (1a).
The girder metal fastener for a building according to claim 1, comprising a bolt (9) screwed into the (7).
【請求項3】 L型金具(1) に透設される孔の周縁に補
強リブ(11)が形成された請求項1または2に記載の建築
用桁止金具。
3. The girder fastener for a building according to claim 1, wherein a reinforcing rib (11) is formed on a periphery of a hole provided in the L-shaped bracket (1).
JP18678397A 1997-07-11 1997-07-11 Building girder metal fixture Pending JPH1130040A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18678397A JPH1130040A (en) 1997-07-11 1997-07-11 Building girder metal fixture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18678397A JPH1130040A (en) 1997-07-11 1997-07-11 Building girder metal fixture

Publications (1)

Publication Number Publication Date
JPH1130040A true JPH1130040A (en) 1999-02-02

Family

ID=16194527

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18678397A Pending JPH1130040A (en) 1997-07-11 1997-07-11 Building girder metal fixture

Country Status (1)

Country Link
JP (1) JPH1130040A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011089263A (en) * 2009-10-20 2011-05-06 Miraizu Kk Wall backing mounting tool
CN108979168A (en) * 2018-08-30 2018-12-11 宁波建工工程集团有限公司 Steel girder erection bracket and its installation and application

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011089263A (en) * 2009-10-20 2011-05-06 Miraizu Kk Wall backing mounting tool
CN108979168A (en) * 2018-08-30 2018-12-11 宁波建工工程集团有限公司 Steel girder erection bracket and its installation and application

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