JPH0633131Y2 - Supporting device for concrete formwork - Google Patents

Supporting device for concrete formwork

Info

Publication number
JPH0633131Y2
JPH0633131Y2 JP16724488U JP16724488U JPH0633131Y2 JP H0633131 Y2 JPH0633131 Y2 JP H0633131Y2 JP 16724488 U JP16724488 U JP 16724488U JP 16724488 U JP16724488 U JP 16724488U JP H0633131 Y2 JPH0633131 Y2 JP H0633131Y2
Authority
JP
Japan
Prior art keywords
supporting
load
pipe
vertical
pipes
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
JP16724488U
Other languages
Japanese (ja)
Other versions
JPH0287871U (en
Inventor
正吉 鈴平
正大 松浦
Original Assignee
エスアールジータカミヤ株式会社
アサヒ産業株式会社
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 エスアールジータカミヤ株式会社, アサヒ産業株式会社 filed Critical エスアールジータカミヤ株式会社
Priority to JP16724488U priority Critical patent/JPH0633131Y2/en
Publication of JPH0287871U publication Critical patent/JPH0287871U/ja
Application granted granted Critical
Publication of JPH0633131Y2 publication Critical patent/JPH0633131Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、コンクリート建築物のスラブや梁を形成す
る型枠を支持するためのコンクリート型枠の支保工装置
に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a support device for a concrete formwork for supporting a formwork forming a slab or a beam of a concrete building.

〔従来の技術〕[Conventional technology]

コンクリート建築物の構築において、スラブや梁を形成
するとき、階下のスラブ上に設けた支保工によってスラ
ブ型枠や梁型枠を支持する必要がある。
When constructing a slab or a beam in the construction of a concrete building, it is necessary to support the slab form and the beam form by supporting works provided on the slab below.

従来の支保工は、第4図に示すように、仮設足場用の建
枠1を上下に所要数段をジョイントで接続すると共に、
最上部に支保枠2をジョイントで接続している。
As shown in FIG. 4, the conventional supporting work connects the building frame 1 for temporary scaffolding up and down with a required number of stages by joints,
The supporting frame 2 is connected to the uppermost part by a joint.

建枠1は、両側縦パイプ3、3の上端部を横パイプ3a
で結合して門型や鳥居型に形成した構造になっており、
荷重を二本の縦パイプ3、3で支持するため、その許容
耐力は4tになっている。
In the building frame 1, the upper ends of the vertical pipes 3 on both sides are connected to the horizontal pipe 3a.
It has a structure formed by connecting with, forming a gate type or torii type,
Since the load is supported by the two vertical pipes 3 and 3, the allowable proof stress is 4t.

また、最上部の支保枠2は、建枠1の両側縦パイプ3、
3の上端にジョイントを介して連結する両側縦パイプ
4、4の上下端部を横パイプ5で結合し、上部横パイプ
5の中央に短尺縦パイプ6を設け、この短尺縦パイプ6
の下部と両側縦パイプ4、4を両側縦パイプ4、4に向
けて下り傾斜となる斜材7、7で結合し、両側縦パイプ
4、4及び短尺縦パイプ6の上端に大引ジャッキ8を着
脱自在に取付ける構造になっている。
The uppermost supporting frame 2 is a vertical pipe 3 on both sides of the building frame 1,
The upper and lower ends of both side vertical pipes 4 and 4 connected to the upper end of 3 via a joint are connected by a horizontal pipe 5, and a short vertical pipe 6 is provided at the center of the upper horizontal pipe 5.
And the vertical pipes 4 and 4 on both sides are connected by diagonal members 7 and 7 that are inclined downward toward the vertical pipes 4 and 4 on both sides, and a large jack 8 is attached to the upper ends of the vertical pipes 4 and 4 and the short vertical pipe 6. It has a structure to attach and detach freely.

最上部支保枠2は、上部三箇所で型枠Aの荷重を支持す
るため、各縦パイプ4、4、6の荷重支持力は、約1.3
tになり、短尺縦パイプ6の荷重は斜材7、7で両側縦
パイプ4、4に伝達することになり、斜材7、7は圧縮
荷重を受けることになる。
Since the uppermost supporting frame 2 supports the load of the form A at the upper three places, the load supporting force of each vertical pipe 4, 4, 6 is about 1.3.
The load of the short vertical pipe 6 is transmitted to the vertical pipes 4 and 4 on both sides by the diagonal members 7 and 7, and the diagonal members 7 and 7 receive the compressive load.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

ところで、従来の支保工は、下部に仮設足場用の建枠1
を利用しているため、支保枠2の荷重支持力は三箇所で
分散支持したとしてもトータルとして特に向上するわけ
ではなく、しかも斜材7、7は、圧縮荷重を受けるた
め、大径のパイプを使用しなければならない。
By the way, the conventional support work is the construction frame 1 for temporary scaffolding at the bottom.
Since the load supporting force of the supporting frame 2 is dispersed and supported at three points, the total amount of the supporting frame 2 is not particularly improved. Moreover, since the diagonal members 7 and 7 receive the compressive load, the pipe having a large diameter is used. Must be used.

このため、型枠の支持において、支保工の配置間隔が密
になり、部材が数多くなると共に、組立や解体の工数も
多くなるという問題がある。
Therefore, in the support of the formwork, there are problems that the arrangement intervals of the supporting works become close, the number of members increases, and the man-hours for assembling and dismantling increase.

この考案の課題は上記のような問題点を解決するため、
荷重支持力が大きく、型枠支持時の間隔ピッチを広くす
ることができ、組立及び解体の工数を削減できるコンク
リート型枠の支保工装置を提供することにある。
The problem of this invention is to solve the above problems.
It is an object of the present invention to provide a support device for a concrete formwork, which has a large load supporting force, can widen an interval pitch when supporting the formwork, and can reduce the number of steps of assembling and disassembling.

上記のような課題を解決するため、この考案は所定の間
隔を設けて並列する三本の縦パイプを上下端の位置で横
パイプにより結合すると共に、中央縦パイプの下部と両
外側縦パイプを中央縦パイプに向けて下り傾斜となる斜
材で結合して支保枠を形成し、複数の前記支保枠を各縦
パイプの端部においてジョイントで上下に接続できるよ
うにした構成としている。
In order to solve the above problems, the present invention connects three vertical pipes arranged in parallel at predetermined intervals by horizontal pipes at the upper and lower ends, and connects the lower part of the central vertical pipe and both outer vertical pipes. A supporting frame is formed by connecting diagonal members that are inclined downward toward the central vertical pipe, and a plurality of supporting frames can be vertically connected by joints at the ends of each vertical pipe.

〔作用〕[Action]

支保枠を上下に所要数接続して型枠を支持したとき、上
下に連結された三本の縦パイプで荷重を支持するため、
荷重支持力は縦パイプの並列本数分に比例して増大し、
その分だけ支保枠の配置間隔ピッチを広くでき、全体の
使用数を削減できると共に、各支保枠における斜材には
引張荷重が作用するため小径パイプの使用が可能にな
る。
When the supporting frame is connected up and down a required number of times to support the formwork, in order to support the load with the three vertical pipes connected vertically,
The load bearing capacity increases in proportion to the number of parallel vertical pipes,
The arrangement interval pitch of the supporting frames can be widened accordingly, and the total number of the supporting frames can be reduced. In addition, since a tensile load acts on the diagonal member of each supporting frame, a small diameter pipe can be used.

〔実施例〕〔Example〕

以下、この考案の実施例を添付図面の第1図乃至第3図
に基づいて説明する。
An embodiment of the present invention will be described below with reference to FIGS. 1 to 3 of the accompanying drawings.

図示のように、支保工装置は、上下高さ寸法の異なる複
数種類の支保枠11、12を連結して構成される。
As shown in the figure, the supporting device is configured by connecting a plurality of types of supporting frames 11 and 12 having different vertical height dimensions.

各支保枠11、12の構造は基本的に同一であり、同一
部分に同一符合を付して説明する。
The structures of the support frames 11 and 12 are basically the same, and the same parts are designated by the same reference numerals.

各支保枠11、12は三本の縦パイプ13、14、15
を等間隔で平行状に配置し、隣接する各縦パイプ13、
14、15の上下端を上部横パイプ16と下部横パイプ
17で結合すると共に、中央縦パイプ15の下部と両外
側縦パイプ13、14とを中央縦パイプ15に向けて下
り傾斜となる斜材18、18で結合した構造になってい
る。
Each support frame 11, 12 has three vertical pipes 13, 14, 15
Are arranged in parallel at equal intervals, and adjacent vertical pipes 13,
The upper and lower ends of 14, 15 are connected by an upper horizontal pipe 16 and a lower horizontal pipe 17, and the lower part of the central vertical pipe 15 and both outer vertical pipes 13, 14 are slanted downward toward the central vertical pipe 15. It has a structure in which 18 and 18 are connected.

最下部に配置する支保枠12の縦パイプ13、14、1
5における下端はジャッキベース19で支持すると共
に、最上部支保枠11の各縦パイプ13、14、15の
上端には、型枠Aの下面に沿わせた大引Bを受ける大引
ジャッキ20が取付けられる。
Vertical pipes 13, 14, 1 of the support frame 12 arranged at the bottom
The lower end of 5 is supported by the jack base 19, and the upper end of each vertical pipe 13, 14, 15 of the uppermost support frame 11 is provided with a large pull jack 20 for receiving a large pull B along the lower surface of the form A. Mounted.

上下の支保枠11、12は各縦パイプ13、14、15
の上下端部を、中間に段部を有するジョイント21で接
続すると共に、両側縦パイプ13、14の上下端部に突
設したブレースピン22、22を利用してアームロック
23で抜止状に結合するようになっている。
The upper and lower support frames 11, 12 are the vertical pipes 13, 14, 15 respectively.
The upper and lower ends are connected by a joint 21 having a step in the middle, and the brace pins 22 and 22 projecting from the upper and lower ends of the vertical pipes 13 and 14 on both sides are used to connect with an arm lock 23 in a retaining manner. It is supposed to do.

また、隣接する支保工装置は、対向する支保枠を第2図
に示すように、ブレースピン22、22を用いてブレー
ス24により連結するようにする。
Further, the adjacent supporting devices are arranged such that the supporting frames facing each other are connected by the brace 24 using the brace pins 22 as shown in FIG.

図示の場合、支保枠11、12は上下高さ寸法の異なる
二種類を示したが、スラブ型枠や梁型枠の高さの変化に
対応できるよう、高さ寸法の異なる支保枠を種々用意し
ておくのが便利である。
In the case shown in the figure, two types of supporting frames 11 and 12 having different vertical height dimensions are shown, but various supporting frames having different height dimensions are prepared so as to cope with changes in the height of the slab formwork or the beam formwork. It is convenient to do this.

この考案の支保枠装置は上記のような構成であり、スラ
ブや梁の型枠Aを支持するには、第1図に示すように、
必要な高さ寸法の支保枠11、12を複数選択し、これ
を上下に接続して下階スラブ上に立設し、ジャッキベー
ス19と大引ジャッキ20で高さの微調整を行ない、隣
接する支保枠を順次ブレース24で連結しながら一定の
間隔で順次配置すればよい。
The supporting frame device of the present invention has the above-mentioned structure, and in order to support the form A of the slab or the beam, as shown in FIG.
Select a plurality of supporting frames 11 and 12 of the required height dimension, connect them up and down and stand upright on the lower floor slab, and finely adjust the height with the jack base 19 and the large pull jack 20, The supporting frames may be sequentially arranged at regular intervals while being connected by the braces 24.

型枠Aの支持状態において、三本の縦パイプ13、1
4、15が上下に直列状となって荷重を直接支持するた
め、三個所の荷重支持部分は各々2tの荷重を支持する
ことができ、従来の支保工装置の1.5倍の荷重支持力と
なる。
When the form A is supported, the three vertical pipes 13, 1
Since 4 and 15 are vertically connected in series and directly support the load, each of the three load supporting portions can support a load of 2 tons, which is 1.5 times the load supporting force of the conventional supporting device. .

また、各支保枠11、12において、斜材18、18は
中央縦パイプ15の下部に向けて下る傾斜状になってい
るため、荷重支持の状態において引張荷重が作用するこ
とになり、従って、斜材18、18に使用するパイプの
小径化を図ることができる。
Further, in each of the supporting frames 11 and 12, since the diagonal members 18 and 18 are inclined downward toward the lower portion of the central vertical pipe 15, a tensile load acts in a load supporting state. The diameter of the pipe used for the diagonal members 18, 18 can be reduced.

〔効果〕〔effect〕

以上のように、この考案によると、三本の縦パイプを横
パイプで結合すると共に、中央縦パイプの下部と両外側
縦パイプを中央縦パイプに向けて下り傾斜となる斜材で
結合して支保枠を形成し、複数の前記支保枠を各縦パイ
プの端部においてジョイントで上下に接続するようにし
たので、三本の縦パイプで型枠の荷重を直接支持するこ
とができ、従って荷重支持力が向上し、その分だけ支保
枠の配置間隔を広くすることができ、全体の支保枠使用
量を少なくし、組立及び解体の工数を削減することがで
きる。
As described above, according to the present invention, the three vertical pipes are connected by the horizontal pipes, and the lower part of the central vertical pipe and both outer vertical pipes are connected by the diagonal member which is inclined downward toward the central vertical pipe. Since a supporting frame is formed and a plurality of supporting frames are vertically connected by joints at the ends of each vertical pipe, the load of the form can be directly supported by the three vertical pipes, and therefore the load can be supported. The supporting force is improved, the arrangement interval of the supporting frames can be widened correspondingly, the total amount of supporting frames used can be reduced, and the man-hours for assembling and disassembling can be reduced.

また、最少の構成部材で荷重支持力を向上させることが
できると共に、斜材は引張り荷重を支持するので小径パ
イプを使用することができ、材料コストの低減と軽量化
が図れる。
Further, the load supporting force can be improved with a minimum number of constituent members, and the diagonal member supports a tensile load, so that a small diameter pipe can be used, and the material cost and weight can be reduced.

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

第1図はこの考案に係る支保工装置の使用状態を示す正
面図、第2図は同上の分解斜視図、第3図は支保枠の拡
大正面図、第4図は従来の支保工装置を示す使用状態の
正面図である。 11、12……支保枠、 13、14、15……縦パイプ、 16、17……横パイプ、 18……斜材。
FIG. 1 is a front view showing a usage state of a supporting device according to the present invention, FIG. 2 is an exploded perspective view of the same, FIG. 3 is an enlarged front view of a supporting frame, and FIG. 4 is a conventional supporting device. It is a front view of the use condition shown. 11, 12 ... Support frame, 13, 14, 15 ... Vertical pipe, 16, 17 ... Horizontal pipe, 18 ... Diagonal material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】所定の間隔を設けて並列する三本の縦パイ
プを上下端の位置で横パイプにより結合すると共に、中
央縦パイプの下部と両外側縦パイプを中央縦パイプに向
けて下り傾斜となる斜材で結合して支保枠を形成し、複
数の前記支保枠を各縦パイプの端部においてジョイント
で上下に接続できるようにしたコンクリート型枠の支保
工装置。
1. Three vertical pipes arranged in parallel at predetermined intervals are joined by horizontal pipes at upper and lower ends, and a lower part of the central vertical pipe and both outer vertical pipes are inclined downward toward the central vertical pipe. A supporting device for a concrete formwork, in which a supporting frame is formed by connecting the supporting members with each other by means of a diagonal member, and the supporting frames can be vertically connected by joints at the ends of each vertical pipe.
JP16724488U 1988-12-23 1988-12-23 Supporting device for concrete formwork Expired - Lifetime JPH0633131Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16724488U JPH0633131Y2 (en) 1988-12-23 1988-12-23 Supporting device for concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16724488U JPH0633131Y2 (en) 1988-12-23 1988-12-23 Supporting device for concrete formwork

Publications (2)

Publication Number Publication Date
JPH0287871U JPH0287871U (en) 1990-07-11
JPH0633131Y2 true JPH0633131Y2 (en) 1994-08-31

Family

ID=31455362

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16724488U Expired - Lifetime JPH0633131Y2 (en) 1988-12-23 1988-12-23 Supporting device for concrete formwork

Country Status (1)

Country Link
JP (1) JPH0633131Y2 (en)

Also Published As

Publication number Publication date
JPH0287871U (en) 1990-07-11

Similar Documents

Publication Publication Date Title
JPS6348753Y2 (en)
JP6147621B2 (en) Tower crane support structure and tower crane equipment
JPH0633131Y2 (en) Supporting device for concrete formwork
JP3646575B2 (en) Temporary support method and temporary support device
KR200491378Y1 (en) Supporter for safety foot plate and scaffolding
JPH0972089A (en) Timbering system
JP3568167B2 (en) Temporary hanging stairs
JPH05505Y2 (en)
JP2542018Y2 (en) End support frame of stacked temporary support frame
JP3236662U (en) Member connection structure of scaffolding for hollow equipment
JP2018123636A (en) Building structure
CN217298629U (en) Sheet type truss supporting tool
JPH0748872Y2 (en) H type adjustable building frame
JPH08312160A (en) Reinforcing structure of sill frame in moving building
JPH07279418A (en) Temporary structure
JP7158716B2 (en) Connectors for assembling and dismantling scaffolding
JP3943391B2 (en) Mounting method of handrail on frame scaffold
JPS5829696Y2 (en) Shoring
JP3139854B2 (en) Collapse prevention frame
JP3017061U (en) Building frame and frame scaffolding consisting of the building frame
JPH0723484Y2 (en) Intermediate part stacking body in stacking type temporary support frame
JP3026095U (en) Assembled trolley
JPH0431412Y2 (en)
JPH0612082Y2 (en) Beam connection structure at the corner of the balcony
JPH078718Y2 (en) Top handrail device for suspended scaffolding