JPH0430280Y2 - - Google Patents

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Publication number
JPH0430280Y2
JPH0430280Y2 JP6767586U JP6767586U JPH0430280Y2 JP H0430280 Y2 JPH0430280 Y2 JP H0430280Y2 JP 6767586 U JP6767586 U JP 6767586U JP 6767586 U JP6767586 U JP 6767586U JP H0430280 Y2 JPH0430280 Y2 JP H0430280Y2
Authority
JP
Japan
Prior art keywords
formwork
uppermost
concrete
tightening
nut
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
Application number
JP6767586U
Other languages
Japanese (ja)
Other versions
JPS62180139U (en
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 filed Critical
Priority to JP6767586U priority Critical patent/JPH0430280Y2/ja
Publication of JPS62180139U publication Critical patent/JPS62180139U/ja
Application granted granted Critical
Publication of JPH0430280Y2 publication Critical patent/JPH0430280Y2/ja
Expired 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) 本考案はコンクリート打継部における最上段の
型枠固定装置に係るものである。
[Detailed description of the invention] (Industrial field of application) The present invention relates to a formwork fixing device for the uppermost stage of a concrete joint.

(従来の技術) 従来打継部のあるコンクリートの打設に際して
は、既に打設され、硬化したコンクリート部の型
枠と支保工の全部を解体したのち、更に前記既設
のコンクリートの上に上部の型枠を継足して組上
げたり、上部型枠のある部分は解体しないで、更
に同型枠を利用して新らたに型枠を組み足してい
た。
(Prior art) Conventionally, when pouring concrete with joints, all of the formwork and shoring for the concrete part that has already been poured and hardened are dismantled, and then the upper part is placed on top of the existing concrete. Formwork was added and assembled, and a new formwork was added using the same formwork without dismantling the part of the upper formwork.

(考案が解決しようとする問題点) この場合、継ぎ足された上部型枠の打継部の固
定が不十分であつたり、型枠資材を余分に残さな
ければならないので、作業が容易ではなかつた。
(Problems to be solved by the invention) In this case, the work was not easy because the joint part of the added upper formwork was not sufficiently fixed, and extra formwork material had to be left behind. .

(問題点を解決するための手段) 本考案はこのような問題点を解決しようとする
もので、コンクリート打継部の最上段型枠、及び
同型枠用横端太材を抱持する座金を貫通する型枠
締付螺桿における前記最上段型枠と横端太材との
中間部分に、前記最上段型枠の固定金具を遊嵌す
るとともに、前記締付螺桿における端部ねじ部に
前記最上段型枠の固定金具締付用ナツトを螺装し
てなることを特徴とするコンクリート打継部型枠
固定装置に係り、その目的とする処は、支保工の
解体が全部行なわれ、打継部の施工が見栄えよく
行なわれるコンクリート打継部型枠固定装置を提
供する点にある。
(Means for solving the problem) The present invention is an attempt to solve the above-mentioned problem.The present invention aims to solve the above-mentioned problem by installing a washer that holds the uppermost formwork of the concrete joint and the horizontal thick material for the formwork. The fixing metal fittings of the uppermost formwork are loosely fitted into the intermediate part between the uppermost formwork and the thick horizontal material in the formwork tightening screw that penetrates through the screw rod, and the uppermost formwork is loosely fitted into the threaded end portion of the tightening screw. The concrete joint formwork fixing device is characterized by screwing nuts for tightening the fixing metal fittings of the upper formwork. An object of the present invention is to provide a concrete joint part formwork fixing device that allows the construction of the part to look good.

(作用) 本考案においてはコンクリート型枠を縦横の端
太材で支持するとともに、横端太材を抱持する座
金及び型枠に亘つて型枠締付螺桿を挿貫し、同螺
桿に螺着したナツトで前記座金を緊締して型枠を
組立てる際、コンクリート打継部の最上段型枠の
型枠締付螺桿における前記最上段型枠と座金との
中間部に予め最上段型枠の固定金具を遊嵌すると
ともに、前記締付螺桿における端部ねじ部に前記
最上段型枠の金具締付用ナツトを螺装し、型枠の
組立と同時に前記ナツトを緊締し、最上段型枠の
固定金具を前記最上段の型枠に圧締する。
(Function) In the present invention, the concrete formwork is supported by vertical and horizontal thick timbers, and a formwork tightening screw is inserted through the washer and the formwork that hold the horizontal thick timbers, and the screw rod is screwed into the screw. When assembling the formwork by tightening the washer with the attached nut, the screw of the uppermost formwork is placed between the uppermost formwork and the washer in the formwork tightening screw of the uppermost formwork at the concrete joint. At the same time as loosely fitting the fixing metal fittings, a nut for tightening the metal fitting of the uppermost formwork is screwed into the threaded end portion of the tightening screw, and the nut is tightened at the same time as the formwork is assembled, and the uppermost formwork is tightened. Press the fixing fittings to the uppermost formwork.

従つて打設コンクリートの硬化後、最上段の型
枠は前記最上段型枠の固定金具を介して硬化コン
クリート部に固定されるので、縦横の端太材、横
端太材の座金等、支保工をすべて解体し、最上段
の型枠のみを残して残余の型枠を取外し、かくし
てコンクリート打設前の状態で残された最上段の
型枠に、上部の型枠を継ぎ足し、組立てるもので
ある。
Therefore, after the poured concrete has hardened, the uppermost formwork is fixed to the hardened concrete part via the fixing fittings of the uppermost formwork, so supports such as washers for vertical and horizontal thick pieces and horizontal thick pieces are used. The entire structure is dismantled, the remaining formwork is removed leaving only the topmost formwork, and the upper formwork is added to and assembled into the top formwork that remains in the state before concrete pouring. be.

(実施例) 以下本考案を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

Aは最上段型枠の固定金具で、頂面に長溝孔1
が穿設された台形断面の突隆部2の下端外周縁よ
り、裏面に突隆条3を有する平板部4を延設して
構成されている。
A is the fixing metal fitting for the top formwork, and there is a long groove hole 1 on the top surface.
A flat plate part 4 having a protruding ridge 3 on the back surface extends from the outer peripheral edge of the lower end of a protruding part 2 having a trapezoidal cross section in which a ridge is bored.

而して第1図に示すようにコンクリート打設用
型枠Bにパイプ製の竪端太材C及び同竪端太材C
と交叉する2本1組のパイプ製横端太材Dを組立
て、同横端太材Dを抱着する座金Eと型枠Bとに
亘つて型枠締付螺桿Fを嵌挿し、相対する内外一
双の型枠に嵌挿された型枠締付螺桿Fの先端コー
ン部G間にセパレータHを連結するとともに、前
記螺桿Fに螺装したナツトIを緊締して型枠を組
立てる。
As shown in FIG.
Assemble a set of two thick horizontal pipes D that intersect with each other, and insert a formwork tightening screw F between the washer E that holds the thick horizontal pipe D and the formwork B, and make them face each other. A separator H is connected between the tip cone portions G of a formwork tightening screw F fitted into a pair of inner and outer formworks, and a nut I screwed onto the screw F is tightened to assemble the formwork.

而して最上段の型枠B′部分において前記型枠
締付螺桿Fに前記最上段型枠の固定金具Aの長溝
孔1を遊嵌するとともに、同固定金具締付用ナツ
トJを螺装しておき、型枠の組立とともに同ナツ
トJを緊締して、前記最上段型枠の固定金具Aを
最上段の型枠B′に締付ける。
Then, in the uppermost formwork B' portion, loosely fit the long groove hole 1 of the fixing metal fitting A of the uppermost formwork into the formwork tightening screw F, and screw the same fixing metal fitting tightening nut J. Then, when assembling the formwork, tighten the nut J to tighten the fixing fitting A of the uppermost formwork to the uppermost formwork B'.

而して前記型枠にコンクリートKを打設し、同
コンクリートKの硬化後、前記各端太材C,D、
座金E、ナツトIを全て解体しても、最上段型枠
B′は前記最上段型枠の固定金具A及びナツトJ
を介してコンクリートKに固定される。
Concrete K is poured into the formwork, and after the concrete K has hardened, each of the thick pieces C, D,
Even if all washers E and nuts I are disassembled, the top formwork
B' is the fixing metal fitting A and nut J of the uppermost formwork.
It is fixed to concrete K through.

このように型枠支保工を全て解体した後も、上
端部型枠B′がコンクリート打設前の状態で残さ
れるので、同型枠B′に上部の型枠を継ぎ足して
組立て、前記既設のコンクリート上に新らたにコ
ンクリートを打継ぐものである。
Even after all the formwork supports are dismantled in this way, the upper end formwork B' remains in the state before concrete pouring, so the upper formwork is added to the same formwork B' and assembled, and the existing concrete New concrete will be poured on top.

(考案の効果) このように本考案によれば、最上段型枠の組立
に使用される型枠締付螺桿を利用して同螺桿に最
上段型枠の固定金具を遊嵌するとともに、同固定
金具締付用ナツトを螺装し、同ナツトを緊締する
ことによつて前記固定金具を介して最上段型枠を
打設コンクリートに固定し、かくして型枠支保工
を全て解体した後も、最上段型枠を依然としてコ
ンクリート打設前の状態に残しておくことがで
き、同型枠を利用して上部コンクリート型枠を継
足し組立てることによつて、コンクリート打継部
の型枠のずれが防止され、見栄えのよいコンクリ
ート躯体が施工される。
(Effect of the invention) As described above, according to the present invention, the formwork tightening screw used for assembling the uppermost formwork is used to loosely fit the fixing metal fittings of the uppermost formwork into the same screw rod, and the same By screwing in a fixing nut and tightening the nut, the uppermost formwork is fixed to the poured concrete via the fixing fitting, and in this way, even after all the formwork supports are dismantled, The top formwork can still be left in the state before concrete pouring, and by using the same formwork to add and assemble the upper concrete formwork, it prevents the formwork from shifting at the concrete pouring joint. A concrete frame with a good appearance was constructed.

また本考案によれば前記したように、コンクリ
ートの打継ぎに際して型枠支保工の全部を解体で
き、更に最上段の型枠を残して全ての型枠を解体
できるので、作業が簡単且つ容易に行なわれるも
のである。
In addition, according to the present invention, as described above, all of the formwork supports can be dismantled when pouring concrete, and all the formwork can be dismantled except for the topmost formwork, making the work simple and easy. It is done.

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

第1図は本考案に係るコンクリート打継部型枠
固定装置の一実施例の型枠支保工取外し前の状態
を示す正面図、第2図及び第3図は夫々その型枠
支保工取外し後の状態を示す正面図、並に縦断側
面図、第4図は型枠固定金具の正面図、第5図は
その平面図、第6図はその側面図である。 A……最上段型枠の固定金具、B′……最上段
型枠、D……横端太材、E……座金、F……型枠
締付螺桿、J……型枠固定金具締付用ナツト。
Figure 1 is a front view showing an embodiment of the concrete pouring part formwork fixing device according to the present invention before the formwork support is removed, and Figures 2 and 3 are respectively after the formwork support has been removed. FIG. 4 is a front view of the formwork fixing fitting, FIG. 5 is a plan view thereof, and FIG. 6 is a side view thereof. A...Fixing metal fittings for the top formwork, B'...Top formwork, D...Thick side pieces, E...Washers, F...Screw rod for tightening the formwork, J...Tightening the formwork fixing metal fittings. Attachment nut.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリート打継部の最上段型枠、及び同型枠
用横端太材を抱持する座金を貫通する型枠締付螺
桿における前記最上段型枠と横端太材との中間部
分に、前記最上段型枠の固定金具を遊嵌するとと
もに、前記締付螺桿における端部ねじ部に前記最
上段型枠の固定金具締付用ナツトを螺装してなる
ことを特徴とするコンクリート打継部型枠固定装
置。
The uppermost formwork in the concrete joint part and the formwork tightening screw rod that passes through the washer that holds the thick horizontal material for the formwork are placed in the intermediate part between the uppermost formwork and the thick horizontal material. A concrete joint type, characterized in that a fixing metal fitting of the upper formwork is loosely fitted therein, and a nut for tightening the fixing metal piece of the uppermost formwork is screwed into the threaded end portion of the tightening screw. Frame fixing device.
JP6767586U 1986-05-07 1986-05-07 Expired JPH0430280Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6767586U JPH0430280Y2 (en) 1986-05-07 1986-05-07

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6767586U JPH0430280Y2 (en) 1986-05-07 1986-05-07

Publications (2)

Publication Number Publication Date
JPS62180139U JPS62180139U (en) 1987-11-16
JPH0430280Y2 true JPH0430280Y2 (en) 1992-07-22

Family

ID=30906799

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6767586U Expired JPH0430280Y2 (en) 1986-05-07 1986-05-07

Country Status (1)

Country Link
JP (1) JPH0430280Y2 (en)

Also Published As

Publication number Publication date
JPS62180139U (en) 1987-11-16

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