JPH0748890Y2 - Temporary columns for formwork support - Google Patents

Temporary columns for formwork support

Info

Publication number
JPH0748890Y2
JPH0748890Y2 JP10987589U JP10987589U JPH0748890Y2 JP H0748890 Y2 JPH0748890 Y2 JP H0748890Y2 JP 10987589 U JP10987589 U JP 10987589U JP 10987589 U JP10987589 U JP 10987589U JP H0748890 Y2 JPH0748890 Y2 JP H0748890Y2
Authority
JP
Japan
Prior art keywords
rod
screw rod
temporary
temporary support
seat
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
JP10987589U
Other languages
Japanese (ja)
Other versions
JPH0350163U (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 JP10987589U priority Critical patent/JPH0748890Y2/en
Publication of JPH0350163U publication Critical patent/JPH0350163U/ja
Application granted granted Critical
Publication of JPH0748890Y2 publication Critical patent/JPH0748890Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、スラブコンクリートの型枠支保工等を支持す
るための仮設支柱に関するものである。
[Detailed Description of the Invention] (Industrial field of application) The present invention relates to a temporary support for supporting a form support of slab concrete.

(従来の技術) 建造物のコンクリート施工において仮設するスラブ型枠
や梁型枠を支持するための型枠支保工には、従来、実開
昭61−53456号等のような仮設支柱が使用されている。
この仮設支柱は、パイプ材の端部にネジジャッキを取付
けたもので、ネジジャキのネジ杆に螺合の調節ナットを
回動することにより、ネジ杆をパイプ材に出入させて仮
設支柱の長さが調節できるようにしており、型枠等はネ
ジジャッキの支持板により支持するようになっている。
(Prior Art) For the formwork support for supporting the slab formwork and the beam formwork that are temporarily installed in the concrete construction of the building, a temporary support post such as the actual Kaisho No. 61-53456 is conventionally used. ing.
This temporary strut has a screw jack attached to the end of the pipe material.By turning the adjustment nut that is screwed into the screw rod of the screw jack, the screw rod is moved in and out of the pipe material to increase the length of the temporary strut. Can be adjusted, and the mold and the like are supported by the support plate of the screw jack.

(考案が解決しようとする課題) それで、仮設支柱は、型枠上に打設したコンクリートの
硬化後、調節ナットを回動してネジ杆をパイプ材内に降
下して、全体を短縮させて型枠資材の撤去を行なうので
あるが、その際、仮設支柱には、型枠等の資材の重量ば
かりでなく、打設したコンクリートの大きな重量がかか
っており、したがって、ネジ杆と調節ナットの螺合部分
及び調節ナットとパイプ材との接触面には大きな荷重が
働いていることになる。そのため、ネジ杆を降下させる
ために行なう調節ナットの回動作業が極めて困難で、作
業に多くの人員と労力を要しており、仮設支柱の撤去は
面倒な作業となっていた。
(Problems to be solved by the invention) Then, for the temporary columns, after hardening the concrete cast on the formwork, rotate the adjusting nut to lower the screw rod into the pipe material and shorten the whole. When removing the formwork material, not only the weight of the material such as the formwork, but also the large weight of the placed concrete is applied to the temporary support column. A large load is applied to the threaded portion and the contact surface between the adjusting nut and the pipe material. Therefore, it is extremely difficult to rotate the adjusting nut for lowering the screw rod, which requires a lot of personnel and labor, and the removal of the temporary support column is a troublesome work.

本考案は、上記従来の問題を解決するためになされたも
ので、大きな荷重下にある仮設支柱の撤去作業の当初に
おける荷重解除が容易にでき、仮設支柱撤去の省力化と
能率化を図ろうとするものである。
The present invention has been made in order to solve the above-mentioned conventional problems, and it is possible to easily release the load at the beginning of the removal work of the temporary support pillar under a large load, and to save labor and efficiency of the temporary support pillar removal. To do.

(課題を解決するための手段) 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、
柱体1の下端部に、挺子杆3の中心より一端部寄りの個
所を水平軸4回りに傾動自在に取付けると共に、挺子杆
3の他端部に、下端に座体8を設けたネジ杆9を昇降自
在に螺着したことを特徴とするものである。
(Means for Solving the Problems) The structure of the present invention for achieving the above object will be described with reference to the drawings corresponding to the embodiments.
At the lower end of the pillar body 1, a portion closer to one end from the center of the lever rod 3 is attached so as to be tiltable around the horizontal axis 4, and at the other end of the rod rod 3, a seat body 8 is provided at the lower end. It is characterized in that the screw rod 9 is screwed so as to be movable up and down.

(作用) 本考案の仮設支柱は、挺子杆3の座板5及び座体8の下
に当座12,12をかませて床面に立設する。その状態で座
体8を設けたネジ杆9を回転させれば、挺子杆3に対す
るネジ杆9の上下動で挺子杆3の一端部に対しネジ杆9
のある他端部を上下動させることができ、それによって
水平軸4の上下位置、つまりは柱体1の高さが調節でき
ることになる。したがって、仮設支柱の撤去時における
荷重解除及び仮設支柱立設時の細かい高さの調節が簡易
にできることになる。そして、ネジ杆9を設けた位置は
挺子杆3の座板5を設けた方より長い距離のところであ
るため、ネジ杆9の回転は挺子の原理により大きな荷重
下でも軽快に行うことができる。
(Operation) The temporary support of the present invention is erected on the floor by engaging the seats 12 and 12 under the seat plate 5 and the seat body 8 of the lever rod 3. When the screw rod 9 provided with the seat body 8 is rotated in this state, the screw rod 9 is moved up and down with respect to the lever rod 3 so that the screw rod 9 is attached to one end of the rod rod 3.
It is possible to vertically move the other end of the horizontal shaft 4, whereby the vertical position of the horizontal shaft 4, that is, the height of the column 1 can be adjusted. Therefore, it is possible to easily release the load when removing the temporary columns and finely adjust the height when the temporary columns are erected. Since the position where the screw rod 9 is provided is a longer distance than the position where the seat plate 5 of the lever rod 3 is provided, the screw rod 9 can be rotated lightly even under a large load due to the principle of the lever. it can.

(実施例) 以下、本考案の実施例について図面を参照して説明す
る。
Embodiment An embodiment of the present invention will be described below with reference to the drawings.

図において1は仮設支柱の本体をなす鋼管製の中空とし
た柱体で、その下端には短尺の支持部材2が着脱自在に
設けられている。そして、この支持部材2には横長の枠
状に形成された挺子杆3が、その長さ方向の中心より一
端部寄りの個所にて、水平軸4により傾動自在に取付け
られている。なお、挺子杆3は、柱体1の下端部に直接
水平軸4により取付けることもできる。
In the figure, reference numeral 1 is a hollow columnar body made of a steel pipe which constitutes the main body of a temporary support column, and a short length supporting member 2 is detachably provided at the lower end thereof. A horizontally extending frame-shaped lever rod 3 is attached to the support member 2 at a position closer to one end from the center in the lengthwise direction by a horizontal shaft 4 so as to be tiltable. It should be noted that the lever rod 3 can be directly attached to the lower end portion of the column 1 by the horizontal shaft 4.

上記挺子杆3は、水平軸による取付個所より短い方の杆
部3aの下面に座板5が設けられ、また、長い方の杆部3b
の先端部内には、上下方向のネジ孔6aを螺設した駒部材
6が杆部3bを横断する方向の水平ピン7,7により回動自
在に設けられており、この駒部材6のネジ孔6aには、下
端に台型に形成した座体8を回転自在に設けたネジ杆9
が螺合され、ネジ杆9を回転させることにより昇降し、
座体8の位置が上下に移動できるようになっている。
In the lever rod 3, the seat plate 5 is provided on the lower surface of the rod portion 3a which is shorter than the mounting portion by the horizontal shaft, and the longer rod portion 3b is provided.
A piece member 6 having a vertical screw hole 6a screwed therein is rotatably provided by horizontal pins 7 and 7 in a direction traversing the rod portion 3b. 6a includes a screw rod 9 having a trapezoidal seat body 8 rotatably provided at the lower end.
Is screwed, and the screw rod 9 is rotated to move up and down,
The position of the seat 8 can be moved up and down.

柱体1は、一般に、図示したように、その上端に、調節
ナット10の回動で昇降するネジジャッキ11が設けられ、
中空柱体1の実質的な長さをネジジャッキの昇降で調節
できるようにしているが、この長さ調節の手段は他の例
えばドロップジャッキ等従来公知のものを適用すること
ができ、また、それら長さ調節の手段を施さないもので
もよい。
As shown in the figure, the pillar 1 is generally provided with a screw jack 11 which is moved up and down by the rotation of an adjusting nut 10 at its upper end,
Although the substantial length of the hollow columnar body 1 can be adjusted by raising and lowering the screw jack, other known means such as a drop jack can be applied as the means for adjusting the length. The length adjusting means may not be applied.

本考案の仮設支柱により型枠等を支持するには、第1図
に示すように、挺子杆3の一側の座板5及び他側の座体
8をそれぞれ床面に載置した木製等の当座12,12に載せ
て柱体1を直立させ、その上端において荷重を受けさせ
るようにする。この場合、柱体1の高さは、その上端に
取付けたジャッキ11の昇降で概略調節することになる
が、柱体立設後における細かい高さ調節は、挺子杆3の
他側に設けたネジ杆9を回転させて座体8を昇降させる
ことにより行うことができる。
In order to support the formwork and the like by the temporary support columns of the present invention, as shown in FIG. 1, a wooden board having a seat plate 5 on one side of the lever rod 3 and a seat body 8 on the other side placed on the floor surface, The column 1 is placed upright on the seats 12, 12, etc., and the load is received at the upper end thereof. In this case, the height of the pillar 1 is roughly adjusted by raising and lowering the jack 11 attached to the upper end thereof, but fine height adjustment after the pillar is erected is provided on the other side of the lever rod 3. This can be done by rotating the screw rod 9 and moving the seat 8 up and down.

支持した型枠へのコンクリートの打設により仮設支柱は
大きな荷重を受けることになるが、その仮設支柱を撤去
するには、挺子杆3のネジ杆9を回転させて座体8を上
げるようにしてやれば、挺子杆3は第1図鎖線で示すよ
うにネジ杆9を設けた側が床面に近くなるように傾斜
し、柱体1を降下させることになる。それによって、打
設したコンクリートにより大きな荷重を受けた仮設支柱
の荷重解除がされることになる。後は、仮設支柱へは型
枠等の資材重量がかかっているだけであるから、調節ナ
ット10を回してジャッキ11を降下させることは容易にで
きることになり、仮設支柱の撤去は省力的、能率的にで
きることになる。
A large load will be applied to the temporary support pillars by placing concrete on the supported formwork. To remove the temporary support pillars, rotate the screw rod 9 of the lever rod 3 to raise the seat 8. Then, the lever rod 3 is tilted so that the side provided with the screw rod 9 is close to the floor surface as shown by the chain line in FIG. 1, and the pillar 1 is lowered. As a result, the load of the temporary support column, which is heavily loaded by the cast concrete, is released. After that, since the weight of the material such as the formwork is applied to the temporary support, it is easy to turn the adjustment nut 10 to lower the jack 11, and the removal of the temporary support is labor-saving and efficient. You can do it.

(考案の効果) 以上説明したように、本考案の仮設支柱は、柱体の下端
部に、挺子杆の中心より一端部寄りの個所を水平軸回り
に傾動自在に取付けると共に、挺子杆の他端部に、下端
に座体を設けたネジ杆を昇降自在に螺着した構成のもの
であるから、挺子杆に設けたネジ杆を回転させるだけ
で、座体を昇降させて柱体の実質的な高さの調節を行う
ことができ、立設後における仮設支柱の細かい高さ調節
が立設した床面上において簡易に行うことができる。ま
た、大きな荷重を受けている仮設支柱の撤去にあたって
は、挺子杆に対し座体を上げるようにネジ杆を回転させ
てやれば、挺子杆が水平軸を中心に傾動し、それによっ
て、柱体を降下することになり仮設支柱の荷重解除を挺
子の応用により簡単、容易に行うことができる。したが
って、仮設支柱の撤去作業が省力化できると共に能率よ
くできることになる。
(Effects of the Invention) As described above, the temporary support column of the present invention is mounted on the lower end of the column body at a position closer to one end from the center of the lever rod so as to be tiltable about the horizontal axis and at the same time, the lever rod. At the other end, a screw rod with a seat at the lower end is screwed up and down so that the seat rod can be raised and lowered by simply rotating the screw rod provided at the lever rod. The substantial height of the body can be adjusted, and the fine height adjustment of the temporary columns after standing can be easily performed on the standing floor surface. In addition, when removing the temporary support column that receives a large load, if you rotate the screw rod so as to raise the seat body relative to the lever rod, the lever rod tilts about the horizontal axis, thereby Since the pillar is lowered, the load on the temporary pillar can be released easily and easily by applying the boom. Therefore, the work of removing the temporary support columns can be labor-saving and efficient.

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

第1図は本考案仮設支柱の一実施例を示した正面図、第
2図は第1図A−A断面図である。 1……柱体,3……挺子杆,4……水平軸,6……駒部材,8…
…座体,9……ネジ杆
FIG. 1 is a front view showing an embodiment of the temporary support of the present invention, and FIG. 2 is a sectional view taken along the line AA in FIG. 1 …… Cylindrical body, 3 …… Paper rod, 4 …… Horizontal axis, 6 …… Body member, 8…
… Seat, 9 …… Screw rod

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】柱体の下端部に、挺子杆の中心より一端部
寄りの個所を水平軸回りに傾動自在に取付けると共に、
挺子杆の他端部に、下端に座体を設けたネジ杆を昇降自
在に螺着したことを特徴とする、型枠支保工等における
仮設支柱。
1. A portion of one end of the columnar body which is closer to one end than the center of the rod is attached to the lower end portion of the column body so as to be tiltable about a horizontal axis.
A temporary strut for formwork support or the like, wherein a screw rod having a seat at the lower end is screwed to the other end of the lever rod so as to be able to move up and down.
JP10987589U 1989-09-20 1989-09-20 Temporary columns for formwork support Expired - Lifetime JPH0748890Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10987589U JPH0748890Y2 (en) 1989-09-20 1989-09-20 Temporary columns for formwork support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10987589U JPH0748890Y2 (en) 1989-09-20 1989-09-20 Temporary columns for formwork support

Publications (2)

Publication Number Publication Date
JPH0350163U JPH0350163U (en) 1991-05-16
JPH0748890Y2 true JPH0748890Y2 (en) 1995-11-08

Family

ID=31658434

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10987589U Expired - Lifetime JPH0748890Y2 (en) 1989-09-20 1989-09-20 Temporary columns for formwork support

Country Status (1)

Country Link
JP (1) JPH0748890Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6566481B2 (en) * 2016-06-28 2019-08-28 東レエンジニアリング株式会社 Removal mechanism, temporary pillar, and removal method

Also Published As

Publication number Publication date
JPH0350163U (en) 1991-05-16

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