JPH0732113U - Temporary prop - Google Patents

Temporary prop

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Publication number
JPH0732113U
JPH0732113U JP6838493U JP6838493U JPH0732113U JP H0732113 U JPH0732113 U JP H0732113U JP 6838493 U JP6838493 U JP 6838493U JP 6838493 U JP6838493 U JP 6838493U JP H0732113 U JPH0732113 U JP H0732113U
Authority
JP
Japan
Prior art keywords
plates
temporary
members
support
tubular body
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
JP6838493U
Other languages
Japanese (ja)
Other versions
JP2598154Y2 (en
Inventor
信之 松ケ下
Original Assignee
岡部株式会社
岡部テクノシステム株式会社
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 岡部株式会社, 岡部テクノシステム株式会社 filed Critical 岡部株式会社
Priority to JP1993068384U priority Critical patent/JP2598154Y2/en
Publication of JPH0732113U publication Critical patent/JPH0732113U/en
Application granted granted Critical
Publication of JP2598154Y2 publication Critical patent/JP2598154Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【目的】 単位部材の組合せによる互換性の高い、か
つ、強固な連結のできる仮設支柱を提供する。 【構成】 複数のパイプ材1,1の両端を端板2,2に
固着するとともにパイプ材1,1どうしを継板3,3で
結合した支柱部材Aと,両端に結合板7,7を固着した
短尺な筒体6の外側に、取付孔10を有する継手板8,8
を突設した連結金具Bとを備えている。連結金具Bの結
合板7,7に支柱部材A,Aの端板2,2を接合して、
ボルト・ナット11, 11により分離自在に結合し、所要長
の仮設支柱を形成する。
(57) [Abstract] [Purpose] To provide a temporary strut with high compatibility and strong connection by combining unit members. [Structure] A plurality of pipe members 1, 1 are fixed at both ends to end plates 2, 2 and a support member A in which the pipe members 1, 1 are connected by connecting plates 3, 3 and connecting plates 7, 7 are provided at both ends. Joint plates 8 and 8 each having a mounting hole 10 on the outside of the fixed short tubular body 6.
And a connecting metal fitting B provided with. Joining the end plates 2 and 2 of the support members A and A to the connecting plates 7 and 7 of the connecting fitting B,
Bolts and nuts 11 and 11 are separably connected to form a temporary support column of the required length.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、型枠支保工等において使用する仮設支柱に関するものである。 The present invention relates to a temporary support column used in formwork support and the like.

【0002】[0002]

【従来の技術】[Prior art]

橋梁や建物等のコンクリート施工においては、一般に、多数の仮設支柱を互い に継ぎ材や斜材で結合した構造の型枠支保工が用いられている。仮設支柱には各 種のものがあり、大きな荷重を支持する型枠支保工等では、複数本のパイプ材を 結束して形成した支柱や、太い角パイプ製の支柱が使用されている。仮設支柱は 、一般に、何種類かの長さを異にした支柱が用意されており、それらを適宜高さ 方向に連結することにより所定の高さの支柱を構成するようにしている。 In concrete construction of bridges and buildings, generally, formwork supports are used in which a large number of temporary columns are connected to each other by splicing materials and diagonal materials. There are various types of temporary stanchions. For formwork supports that support large loads, stanchions formed by bundling multiple pipe materials and struts made of thick square pipe are used. As the temporary support columns, generally, several types of support columns having different lengths are prepared, and by appropriately connecting them in the height direction, a support column having a predetermined height is configured.

【0003】[0003]

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

ところで、上記型枠支保工にかかる荷重は、常に鉛直方向にかかるとは限らず 、斜方向や水平方向の荷重も作用する。特に、アーチコンクリート等の施工では 大きな水平力が働き、また地震や強風時にはそれが一層強大となる。したがって 、型枠支保工では、仮設支柱相互の強固な結合が要求されることになる。 By the way, the load applied to the formwork support is not always applied in the vertical direction, and the load in the oblique direction and the horizontal direction also acts. In particular, the construction of arch concrete, etc. exerts a large horizontal force, and it becomes even stronger during an earthquake or strong wind. Therefore, in the formwork support work, it is necessary to firmly connect the temporary columns to each other.

【0004】 仮設支柱相互の結合は、従来、仮設支柱にクランプ類の連結部材を取付けて、 これに継ぎ材や斜材を固定することが行われているが、この方式のものでは、結 合が不十分であるとともに、仮設支柱の特定個所に荷重が集中するなどして、仮 設支柱の耐力を低下させることにもなるという欠点がある。そのため、型枠支保 工としては必要以上に多くの仮設支柱を使用することになり、施工における仮設 費の割合が大きくなるという問題があった。Conventionally, the temporary columns are connected to each other by attaching a connecting member such as a clamp to the temporary columns and fixing a joint material or a diagonal member to the temporary columns. In addition to being insufficient, the load is concentrated on a specific part of the temporary support column, which may reduce the yield strength of the temporary support column. As a result, a large number of temporary support columns were used for the formwork support, and the problem was that the proportion of temporary construction costs in construction increased.

【0005】 本考案は、上記従来の仮設支柱における問題点を解決するためになされたもの で、仮設支柱の縦継ぎ結合が強固に行えるとともに、立設した仮設支柱相互の継 ぎ材や斜材による結合が、仮設支柱の耐力を低下させることなく強固に行うこと のできるようにした仮設支柱を提供しようとするものである。The present invention has been made in order to solve the problems of the above-mentioned conventional temporary support pillars, and enables the vertical connection of the temporary support pillars to be performed firmly, and the joint material and diagonal member between the standing temporary support pillars. The purpose of the present invention is to provide a temporary strut that can be firmly joined without being reduced in the yield strength of the temporary strut.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

上記の目的を達成するための本考案の構成について、実施例に対応する図面を 参照して説明すると、本考案は、複数配列したパイプ材1,1をその両端におい て、結合用のボルト孔4,4を設けた端板2,2により固着するとともに、それ ら隣り合うパイプ材1,1どうしを継板3,3により結合して形成した支柱部材 Aと、上記端板2と相応する結合板7,7どうしを筒体6を介して結合するとと もに、筒体6の外側に、取付孔10を有する継手板8の複数を、筒体6と結合板7 ,7とに結合して突設した連結金具Bとよりなり、連結金具Bの結合板7,7に 、それぞれ支柱部材1,1の端板2,2を接合して、互にボルト・ナット10, 10 により分離自在に結合したことを特徴とするものである。 The structure of the present invention for achieving the above object will be described with reference to the drawings corresponding to the embodiments. In the present invention, a plurality of arranged pipe members 1 and 1 are provided at both ends of the pipe members 1, and bolt holes for coupling are connected. A column member A formed by connecting end plates 2 and 2 provided with 4, 4 and connecting adjacent pipe members 1 and 1 with joint plates 3 and 3, and the end plate 2 described above. The coupling plates 7 and 7 are coupled to each other via the tubular body 6, and a plurality of joint plates 8 having mounting holes 10 are coupled to the tubular body 6 and the coupling plates 7 and 7 on the outside of the tubular body 6. End plates 2 and 2 of the support members 1 and 1 are joined to the connecting plates 7 and 7 of the connecting bracket B, respectively, and separated from each other by bolts and nuts 10 and 10. It is characterized by being freely combined.

【0007】[0007]

【実施例】【Example】

上記の目的を達成するための本考案の構成について、実施例に対応する図面を 参照して説明すると、本考案は、複数の支柱部材A,Aと、それら支柱部材を相 互に結合する連結金具Bとよりなる。 A configuration of the present invention for achieving the above object will be described with reference to the drawings corresponding to the embodiments. The present invention provides a plurality of support members A, A and a connecting member for connecting the support members to each other. It consists of metal fittings B.

【0008】 支柱部材はAは、4本のパイプ材1,1が間隔をおいて囲み状に配列され、そ れらの両端は端板2,2の四方部に溶接等により固着されているとともに、各パ イプ材1,1どうしが、パイプ材4の長さ方向に間隔をおいて、パイプ材4の長 さ方向に巾を有する複数の継板3,3により結合されている。また、端板2の少 なくとも四隅部には、連結用のボルト等を挿通するボルト孔4,4が設けられて おり、端板2の中央部には、必要に応じてジャッキのネジ杆等を挿入する抜孔5 が設けられている。なお、端板2の形状は図示のように四角形に限るものではな く、円形や多角形などであってもよい。In the column member A, four pipe members 1 and 1 are arranged in an enclosing shape with a space therebetween, and both ends thereof are fixed to the four sides of the end plates 2 and 2 by welding or the like. At the same time, the pipe materials 1 and 1 are connected to each other by a plurality of splice plates 3 and 3 having a width in the length direction of the pipe material 4 at intervals in the length direction of the pipe material 4. Further, at least four corners of the end plate 2 are provided with bolt holes 4 and 4 through which connecting bolts and the like are inserted, and at the center of the end plate 2, a screw rod of a jack is provided as necessary. There is a hole 5 for inserting the like. The shape of the end plate 2 is not limited to the quadrangle as shown in the drawing, but may be a circle, a polygon, or the like.

【0009】 連結金具Bは、平面形が端板2の平面形より小さく形成されている短尺の筒体 6の両端に、上記の端板2とほぼ同形とした結合板7,7が同心状態にして溶接 結合され、また、筒体6の外側には、筒体6の高さと同高の巾を有する複数の継 手板8,8が、結合板7の外方まで延長するように溶接結合により突設されてい る。そして、結合板7,7には上記端板2のボルト孔4,4と対応するボルト孔 9,9が設けられているとともに、継手板8,8には、他の仮設支柱等と連結す るために必要な連結部材(図示を略す)を結合するための取付孔10が設けられて いる。The connecting fitting B has concentric connecting plates 7, 7 of substantially the same shape as the end plate 2 at both ends of a short cylindrical body 6 whose plane shape is smaller than that of the end plate 2. And a plurality of joint plates 8 having the same width as the height of the cylinder 6 are welded to the outside of the cylinder 6 so as to extend to the outside of the joint plate 7. Has been projected by. The connecting plates 7 and 7 are provided with bolt holes 9 and 9 corresponding to the bolt holes 4 and 4 of the end plate 2, and the joint plates 8 and 8 are connected to other temporary columns or the like. A mounting hole 10 for connecting a connecting member (not shown) necessary for this purpose is provided.

【0010】 本考案の仮設支柱は、上記の支柱部材A,Aどうしを連結金具Bを介して長さ 方向に結合して形成される。すなわち、連結金具Bの各結合板7,7に、それぞ れ結合する支柱部材A,Aの一方の端板2,2を接合して、各ボルト孔4,9を 利用してボルト・ナット11, 11を緊締して結合するのである。なお、本考案では 、上記実施例のように、支柱部材Aの2本を結合したものに限らず、仮設支柱の 必要とされる長さに応じて、所要数の支柱部材Aを上記同様に連結金具Bを介し て結合することができる。実際上は、長さの異なる数種の支柱部材Aを用意して おき、それを現場で必要な高さに組み合せて使用するようにするのがよい。そし て、仮設支柱として使用した後は、必要に応じて、ボルト・ナット11, 11による 結合を解除すれば、運搬、収納に便利になるとともに、支柱部材A、連結金具B にそれぞれに他への適宜な転用が図れることになる。The temporary strut of the present invention is formed by connecting the strut members A and A described above in the lengthwise direction through a coupling fitting B. That is, the end plates 2 and 2 of the column members A and A to be joined to the joining plates 7 and 7 of the connecting fitting B are joined to each other, and the bolts and nuts are utilized by using the bolt holes 4 and 9. Tighten and join 11 and 11. The present invention is not limited to the combination of the two pillar members A as in the above-described embodiment, but a required number of pillar members A may be formed in the same manner as above depending on the required length of the temporary pillar. It can be connected via a connecting fitting B. In practice, it is advisable to prepare several kinds of strut members A having different lengths, and to use them by combining them at the height required on site. Then, after using it as a temporary support, if you remove the connection with bolts and nuts 11, 11 as needed, it will be convenient for transportation and storage, and will also be used for the support member A and the connecting bracket B respectively. Appropriate diversion can be achieved.

【0011】[0011]

【考案の効果】[Effect of device]

以上説明したように、本考案の仮設支柱は、連結金具を介して複数の支柱部材 を分離可能に結合するものであるから、数種の長さの異なる支柱部材を用意すれ ば、それらの組合せによって必要な長さの仮設支柱が容易に形成でき、各部材の 利用度が高く、仮設材としてのコスト低減が図れる。 As described above, since the temporary support column of the present invention separably connects a plurality of support column members through the connecting metal fittings, if a plurality of support column members having different lengths are prepared, the combination of them is possible. Thus, a temporary support column having a required length can be easily formed, the utilization of each member is high, and the cost of the temporary support material can be reduced.

【0012】 そして、支柱部材は複数のパイプ材を端板と継板で結合しており、また、連結 金具は短尺な筒体と結合板と継手板とが一体結合のものであるから、いずれも強 度、剛性が大であるとともに、支柱部材と連結金具とは各端板と結合板との面接 とボルト締めにより結合されるので、全体として強固な仮設支柱が形成できる。 また、仮設支柱の相互或は他の構造物等との結合は、連結金具の継手板部分で行 われるので、仮設支柱による支保工の構成も強力にできるものである。In addition, the strut member joins a plurality of pipe members with the end plate and the joint plate, and the connecting fitting has the short tubular body, the joining plate, and the joint plate integrally joined. In addition, the strength and rigidity are great, and since the strut members and the connecting fittings are joined by the face-to-face contact between the end plates and the joint plates and bolting, a solid temporary strut can be formed as a whole. Further, since the temporary columns are connected to each other or to other structures or the like by the joint plate portion of the connecting metal fitting, the structure of the support work by the temporary columns can be strengthened.

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

【図1】本考案の一実施例を示す正面図である。FIG. 1 is a front view showing an embodiment of the present invention.

【図2】同支柱部材の正面図である。FIG. 2 is a front view of the column member.

【図3】図2のイ−イ断面図である。3 is a cross-sectional view taken along the line EE of FIG.

【図4】連結金具を示す一部切欠斜視図である。FIG. 4 is a partially cutaway perspective view showing a connecting fitting.

【符号の説明】[Explanation of symbols]

A 支柱部材 B 連結金具 1 パイプ材 2 端板 3 継板 4 ボルト孔 5 抜孔 6 筒体 7 結合板 8 継手板 9 ボルト孔 10 取付孔 11 ボルト・ナット A Support member B Connecting fitting 1 Pipe material 2 End plate 3 Joining plate 4 Bolt hole 5 Drilling hole 6 Cylindrical body 7 Connecting plate 8 Joint plate 9 Bolt hole 10 Mounting hole 11 Bolt / nut

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 複数配列したパイプ材をその両端において、結合用のボ
ルト孔を設けた端板により固着するとともに、それら隣
り合うパイプ材どうしを継板により結合して形成した支
柱部材と、上記端板と相応する結合板どうしを筒体を介
して結合するとともに、筒体の外側に、取付孔を有する
継手板の複数を、筒体と結合板とに結合して突設した連
結金具とよりなり、連結金具の結合板に、それぞれ支柱
部材の端板を接合して、互にボルト・ナットにより分離
自在に結合したことを特徴とする、仮設支柱。
A plurality of arranged pipe members are fixed at both ends thereof by end plates provided with bolt holes for connection, and a column member formed by connecting adjacent pipe members by a joint plate, and the above-mentioned end plate. The connecting plates are formed by connecting the connecting plates to each other through the tubular body, and a plurality of joint plates having mounting holes are connected to the outer side of the tubular body so as to connect the tubular body and the connecting plate to each other. A temporary strut, characterized in that the end plates of the strut members are joined to the joining plates of, and they are separably joined together by bolts and nuts.
JP1993068384U 1993-11-29 1993-11-29 Temporary support Expired - Lifetime JP2598154Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993068384U JP2598154Y2 (en) 1993-11-29 1993-11-29 Temporary support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993068384U JP2598154Y2 (en) 1993-11-29 1993-11-29 Temporary support

Publications (2)

Publication Number Publication Date
JPH0732113U true JPH0732113U (en) 1995-06-16
JP2598154Y2 JP2598154Y2 (en) 1999-08-03

Family

ID=13372184

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993068384U Expired - Lifetime JP2598154Y2 (en) 1993-11-29 1993-11-29 Temporary support

Country Status (1)

Country Link
JP (1) JP2598154Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100902552B1 (en) * 2008-07-23 2009-06-11 (주)명진이앤씨건축사사무소 Pipe support for construction work
JP6210608B1 (en) * 2016-05-12 2017-10-11 株式会社クリス・コーポレーション Support

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100902552B1 (en) * 2008-07-23 2009-06-11 (주)명진이앤씨건축사사무소 Pipe support for construction work
JP6210608B1 (en) * 2016-05-12 2017-10-11 株式会社クリス・コーポレーション Support
WO2017195233A1 (en) * 2016-05-12 2017-11-16 株式会社クリス・コーポレーション Falsework

Also Published As

Publication number Publication date
JP2598154Y2 (en) 1999-08-03

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