JPH01244072A - Form timber mounting method in double-u beam - Google Patents

Form timber mounting method in double-u beam

Info

Publication number
JPH01244072A
JPH01244072A JP7254388A JP7254388A JPH01244072A JP H01244072 A JPH01244072 A JP H01244072A JP 7254388 A JP7254388 A JP 7254388A JP 7254388 A JP7254388 A JP 7254388A JP H01244072 A JPH01244072 A JP H01244072A
Authority
JP
Japan
Prior art keywords
bolt
shaped
double
upper flange
metal fittings
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
JP7254388A
Other languages
Japanese (ja)
Other versions
JPH0647875B2 (en
Inventor
Tetsuo Inamori
稲森 哲夫
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP7254388A priority Critical patent/JPH0647875B2/en
Publication of JPH01244072A publication Critical patent/JPH01244072A/en
Publication of JPH0647875B2 publication Critical patent/JPH0647875B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To save time and to improve working efficiency by loading a U hanging metal fittings on a double-U beam, inserting and holding longer bolts into bolt holes on projections of both ends thereof by first nuts, inserting the longer bolts into plates of one end of form timbers and clamping them. CONSTITUTION:A hanging metal fittings 4 longer than the top width of a beam 1 and having several pairs of bolt holes 3 close to the ends thereof is loaded on the upper flange 2 of the double-U beam 1, and longer bolts 6 are inserted into belt holes 3 of the hanging metal fittings 4 vertically from the top. Vinyl hoses 7 and inverted U washer 8 are inserted into the longer bolts 6 from the lower ends, and the washers 8 are fastened to the lower surface of the upper flange 2 with first nuts 9a. The longer bolts 6 are inserted into bolt hoes of plates or one end of form timbers 10 provided to both sides of the double-U beam 1 from the lower ends, and are fastened to the lower surface of the washers 8 with second nuts 9b. According to the constitution, a time to weld the hanging metal fittings 4 with the beam 1 is saved, and the security in a time of working can be improved.

Description

【発明の詳細な説明】 産業上の利用分野 この発明はH型梁に型枠支保材を取付する方法に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION FIELD OF INDUSTRIAL APPLICATION This invention relates to a method for attaching formwork supports to H-beams.

従来の技術 従来、H型梁の上面にコンクリートスラブを構築する場
合においては、H型梁の上面両側にU型出金具を突出状
に熔接するか、または吊ボルトを熔接し、U型出金具に
係止した吊ボルトまたは熔接した吊ボルトに型枠支保材
の端部プレートのボルト孔を挿入してナツトで係止しな
がら相対向したH型梁に1,2乃至3m位の間隔をおい
て型枠支保材を架設し、該各型枠支保材の上面にコンク
リート用パネルを載着してコンクリートを打設している
ものである。
Conventional technology Conventionally, when constructing a concrete slab on the top surface of an H-shaped beam, U-shaped metal fittings were welded protrudingly on both sides of the top surface of the H-shaped beam, or hanging bolts were welded to the U-shaped metal fittings. Insert the bolt hole of the end plate of the formwork support material into the hanging bolt that is fixed to the suspension bolt or welded suspension bolt, and while securing it with a nut, place a gap of about 1, 2 to 3 meters between the opposing H-shaped beams. In this method, formwork supporting materials are erected, concrete panels are placed on top of each of the formwork supporting materials, and concrete is poured.

発明が解決しようとする問題点 従って、型枠支保材を取付けるだめのU型出金具を多数
H型梁の上面に熔接しなければならず、多くの手間を要
し、高層ビルにおいて溶接機のコードを延長した場合に
作業の邪魔になり、危険を伴う等の欠点があった。
Problems to be Solved by the Invention Therefore, it is necessary to weld a large number of U-shaped metal fittings for attaching the formwork support to the top surface of the H-shaped beam, which requires a lot of time and effort, and it is difficult to use a welding machine in high-rise buildings. When the cord was extended, it interfered with the work and was dangerous.

この様な問題点を解消する目的において、本発明はH型
梁の上面中より長尺のU型出金具をH型梁に載着してU
型出金具の両端突出部のボルト孔に挿入した吊ボルトに
座金とナツトでもってH型梁の上部フランジを挟着させ
てU型出金具を固締し、該U型出金具の両端の吊ボルト
に型枠支保材を吊架する様になした型枠支保材の取付方
法であって、H型梁へU型出金具を熔接する手間を節約
し、作業時の安全性を向上させ得ることを特徴とするも
のである。
In order to solve these problems, the present invention provides a U-shaped tapping tool that is longer than the upper surface of the H-shaped beam and is mounted on the H-shaped beam.
The upper flange of the H-shaped beam is clamped with a washer and a nut to the hanging bolt inserted into the bolt holes of the protruding parts at both ends of the molding metal fitting, and the U-shaped metal fitting is secured. This is a formwork support installation method in which the formwork support is suspended from bolts, which saves the effort of welding U-shaped fittings to H-shaped beams and improves safety during work. It is characterized by this.

問題点を解決するための手段 以下、本発明の構成を図面を参照しながら説明する。Means to solve problems Hereinafter, the configuration of the present invention will be explained with reference to the drawings.

組設したH型梁1の上部7ランジ2に、上部フランジ2
の横巾より長尺で両端寄りに数組のボルト孔3を開孔し
た端面視U型の吊金具4を載着させ、上部フランジ20
両外側において上端に袋ナツト5をねじ着しだ長ボルト
6をボルト孔3に上方より嵌挿し、上部フランジ2の肉
厚と同一長さのビニールホース7を両側の長ボルト6.
6に下端より挿入すると共に逆U型の座金8を挿入し、
上部7ランジ2の下面に接合させた座金8を長ボルト6
にねじ着した第1ナツト9aで締着してU型出金具4を
H型梁1の上面に係止し、H型梁1の両側に連設する型
枠支保材10の1端のプレート11に開孔したボルト孔
を長ボルト6の下端に嵌合させた後に第2ナツト9bを
長ボルト6にねじ着して型枠支保材10をH型梁に連設
するものである。尚、図中12はコンクリート用パネル
を示す。
Attach the upper flange 2 to the upper 7 flange 2 of the assembled H-shaped beam 1.
The upper flange 20 is fitted with a U-shaped hanging fixture 4 which is longer than the width of the flange and has several sets of bolt holes 3 drilled near both ends.
Cap nuts 5 are screwed onto the upper ends of both outer sides, and long bolts 6 are inserted into the bolt holes 3 from above, and a vinyl hose 7 of the same length as the wall thickness of the upper flange 2 is attached to the long bolts 6 on both sides.
6 from the lower end, and insert the inverted U-shaped washer 8.
The washer 8 joined to the bottom surface of the upper part 7 flange 2 is connected to the long bolt 6
The U-shaped extraction fitting 4 is secured to the upper surface of the H-shaped beam 1 by tightening with the first nut 9a screwed to the plate at one end of the formwork support 10 that is connected to both sides of the H-shaped beam 1. After the bolt hole 11 is fitted into the lower end of the long bolt 6, the second nut 9b is screwed onto the long bolt 6 to connect the form support 10 to the H-shaped beam. Note that 12 in the figure indicates a concrete panel.

作用効果 本発明になる型枠支保材の取付方法においては、U型出
金具4をH型梁1の上部7ランジ2に長ボルト6と逆U
型の座金8を介して第1ナツト9aで締着して係止する
ため、U型出金具4を熔接する必要がなく、手間を節約
し得るものである。そして、U型出金具4を前後1.2
乃至3m位の間隔をおいて上部7ランジ2の上面に取付
けした後に型枠支保材10の1端のプレート11を長ボ
ルト6に通係して第2ナツト9bで締着するもので、左
右対向したH型梁1のU型出金具4の長ボルト6に型枠
支保材10を支架させた後に上面にコンクリート用パネ
ル12を載設し、コンクリートを打設するものである。
Effects In the formwork support installation method of the present invention, the U-shaped projecting fitting 4 is attached to the upper part 7 flange 2 of the H-shaped beam 1 with the long bolt 6 and the inverted U
Since the first nut 9a is tightened and locked through the washer 8 of the mold, there is no need to weld the U-shaped metal extraction tool 4, which saves time and effort. Then, move the U-shaped metal extraction tool 4 to the front and back by 1.2 mm.
The plate 11 at one end of the formwork support 10 is passed through the long bolt 6 and tightened with the second nut 9b after being attached to the upper surface of the upper part 7 flange 2 at an interval of about 3 m to 3 m. After the formwork supporting material 10 is supported by the long bolts 6 of the U-shaped metal fittings 4 of the opposing H-shaped beams 1, a concrete panel 12 is placed on the upper surface, and concrete is poured.

コンクリートが固化した後には、長ボルト6の第2ナツ
)9bを緩めて型枠支保材lOを下方へ取外し、コンク
リート用パネル12や第2ナツ)9b、逆U型座金8を
取外すもので、長ボルト6は上端に袋ナツト5を取付け
ているため、逆回転することにより必要に応じて取外し
をなし得るものである。
After the concrete has solidified, loosen the second bolt 9b of the long bolt 6, remove the formwork support lO downward, and remove the concrete panel 12, second bolt 9b, and inverted U-shaped washer 8. Since the cap nut 5 is attached to the upper end of the long bolt 6, it can be removed if necessary by rotating in the opposite direction.

上記した様に、本発明は型枠支保材10を取付けるため
のU型出金具4をH型梁1の上面フランジ2に熔接する
ことなく、長ボルト6と逆U型座金8、第1ナツ)9a
を組合せて挟着状に係止させ、作業性を向上させたもの
であって、前記した顕著な諸効果を奏するものである。
As described above, the present invention is designed to attach the long bolt 6, the inverted U-shaped washer 8, and the first nut without welding the U-shaped fitting 4 for attaching the formwork support 10 to the upper flange 2 of the H-shaped beam 1. )9a
These are combined to lock in a pinched manner to improve workability, and provide the remarkable effects described above.

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

第1図は本発明方法によりH型梁と型枠支保材とを連設
した実施例の正面図、第2図はその平面図、第3図はU
型出金具の正面図、第4図はその平面図、第5図は第4
図A−A線断面図、第6図は逆U型座金の正面図、第7
図はその平面図、第8図は第7図B−B線断面図、第9
図は袋ナツト、長ボルト、ナツトの分解正面図である。
Fig. 1 is a front view of an embodiment in which an H-shaped beam and formwork support are installed in series using the method of the present invention, Fig. 2 is a plan view thereof, and Fig. 3 is a U-shaped beam.
The front view of the molding tool, Figure 4 is its top view, and Figure 5 is the 4th figure.
Figure 6 is a front view of the inverted U-shaped washer, Figure 7 is a sectional view taken along the line A-A.
The figure is a plan view, Figure 8 is a sectional view taken along the line B-B in Figure 7, and Figure 9
The figure is an exploded front view of the cap nut, long bolt, and nut.

Claims (1)

【特許請求の範囲】[Claims] 1 H型梁の上部フランジに、上部フランジの横巾より
長尺で両端寄りに数組のボルト孔を開孔した吊金具を載
着し、上部フランジの両外側において吊金具のボルト孔
に長ボルトを上方より挿入垂下し、該長ボルトに下端よ
りビニールホースと逆U型の座金を挿入して第1ナット
で座金を上部フランジの下面に締着させ、H型梁の両側
に連設する型枠支保材の1端のプレートのボルト孔を長
ボルトの下端より挿入して第2ナットで座金の下面に締
着させることを特徴とする、H型梁における型枠支保材
の取付方法。
1 Mount a hanging fixture on the upper flange of the H-shaped beam that is longer than the width of the upper flange and has several sets of bolt holes drilled near both ends, and insert long bolt holes into the bolt holes of the hanging fixture on both outsides of the upper flange. Insert a bolt from above and let it hang down, insert a vinyl hose and an inverted U-shaped washer into the long bolt from the lower end, tighten the washer to the bottom of the upper flange with the first nut, and connect it to both sides of the H-shaped beam. A method for attaching a formwork support to an H-shaped beam, the method comprising inserting a long bolt into the bolt hole of a plate at one end of the formwork support from the lower end and tightening it to the lower surface of the washer with a second nut.
JP7254388A 1988-03-26 1988-03-26 Mounting method of form supporting material for H beam Expired - Lifetime JPH0647875B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7254388A JPH0647875B2 (en) 1988-03-26 1988-03-26 Mounting method of form supporting material for H beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7254388A JPH0647875B2 (en) 1988-03-26 1988-03-26 Mounting method of form supporting material for H beam

Publications (2)

Publication Number Publication Date
JPH01244072A true JPH01244072A (en) 1989-09-28
JPH0647875B2 JPH0647875B2 (en) 1994-06-22

Family

ID=13492378

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7254388A Expired - Lifetime JPH0647875B2 (en) 1988-03-26 1988-03-26 Mounting method of form supporting material for H beam

Country Status (1)

Country Link
JP (1) JPH0647875B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020159155A (en) * 2019-03-28 2020-10-01 Jfe建材株式会社 Deck plate unit, joint member, connection method of deck plate and construction method of floor slab

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020159155A (en) * 2019-03-28 2020-10-01 Jfe建材株式会社 Deck plate unit, joint member, connection method of deck plate and construction method of floor slab

Also Published As

Publication number Publication date
JPH0647875B2 (en) 1994-06-22

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