JPS5929085Y2 - Joint structure of concrete separator - Google Patents

Joint structure of concrete separator

Info

Publication number
JPS5929085Y2
JPS5929085Y2 JP13094478U JP13094478U JPS5929085Y2 JP S5929085 Y2 JPS5929085 Y2 JP S5929085Y2 JP 13094478 U JP13094478 U JP 13094478U JP 13094478 U JP13094478 U JP 13094478U JP S5929085 Y2 JPS5929085 Y2 JP S5929085Y2
Authority
JP
Japan
Prior art keywords
joint
concrete
joint part
separator
protruding plate
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
JP13094478U
Other languages
Japanese (ja)
Other versions
JPS5547557U (en
Inventor
進 亀井
Original Assignee
亀井 嘉征
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 亀井 嘉征 filed Critical 亀井 嘉征
Priority to JP13094478U priority Critical patent/JPS5929085Y2/en
Publication of JPS5547557U publication Critical patent/JPS5547557U/ja
Application granted granted Critical
Publication of JPS5929085Y2 publication Critical patent/JPS5929085Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は、隣接コンクリート型枠の周辺突出板部間に挾
み込み状態に挿入され、かつ、それら対設する周辺突出
板部に形成の係止孔に挿通させたピンを介して離脱可能
に保合保持される扁平板状コンクリートセパレータのジ
ヨイント部、又は、一端部に中間バー接続部を有する扁
平板状のジヨイント専用部材の、前記係止孔に対する接
続構造の改良に関する。
[Detailed description of the invention] The present invention is inserted between peripheral protruding plates of adjacent concrete forms, and inserted into locking holes formed in the opposing peripheral protruding plates. Improvement of the connection structure for the locking hole of a joint part of a flat plate-shaped concrete separator that is detachably held and held via a pin, or a flat plate-shaped joint exclusive member having an intermediate bar connection part at one end part. Regarding.

前記のセパレータは、型枠の内面側に打設されたコンク
リートの側圧に抗して型枠を牽引支持するものであるが
、このとき前記側圧は、両突出板部の各係止孔間に亙っ
て挿通されたピンと、このピンに挿通されたジヨイント
部、又はジヨイント専用部材(以下、これらをまとめて
ジヨイント部という)に形成のピン孔周縁部との直接的
な接当によって受止められる。
The separator is used to pull and support the formwork against the lateral pressure of the concrete poured on the inner surface of the formwork. It is received by direct contact between the pin inserted through the pin and the periphery of the pin hole formed in the joint part inserted through this pin or the joint-specific member (hereinafter collectively referred to as the joint part). .

而して、ジヨイント部は、前記両突出板部間に生じる隙
間をできるだけ小さくして打設コンクリートの滲み出し
を防止する意味から、相当薄肉(約1 mm)に構成さ
れており、しかも、ピンとジヨイント部のピン孔周縁部
との接当面積は非常に小さいので、この周縁部に、打設
コンクリート側圧による外方側への拡張変形(つぶれ)
や横巾方向への亀裂が生じ、型枠が外方に変位されたり
、或いはジヨイント部が破断されて型枠をバラクさせて
しまうといったおそれがある。
The joint part is constructed with a fairly thin wall (approximately 1 mm) in order to minimize the gap created between the two protruding plate parts and prevent the poured concrete from seeping out. Since the contact area of the joint with the pin hole periphery is very small, this periphery is subject to outward expansion deformation (collapse) due to the lateral pressure of the poured concrete.
There is a risk that cracks may occur in the width direction and the formwork may be displaced outward, or the joint portion may be broken and the formwork may become loose.

そこで従来では、周縁部に拡張変位亀裂が生じても、型
枠が外方に変位されたり、ジヨイント部が破断されたり
する状態に至らないように、ジヨイント部の横巾を相当
大きくすることでこの部分の耐破断強度の増大を図って
いたが、これによると、セパレータの材料が大でコスト
アップを招き、このセパレータがコンクリート内に埋殺
しにされ転用がきかないという面からみて甚だ不経済、
不合理である。
Therefore, in the past, the width of the joint was made considerably larger to prevent the formwork from being displaced outward or the joint from breaking even if an expansion displacement crack occurred at the periphery. Efforts were made to increase the breakage resistance of this part, but this resulted in an increase in cost due to the large size of the separator material, and it was extremely uneconomical as the separator was buried in the concrete and could not be used for other purposes.
It's unreasonable.

そこで、本出願人は、かかる不都合を解決すべく、ジヨ
イント部にピン孔を形成するに当り、一方の突出板部の
係止孔に内嵌する状態の筒状部分をこのジヨイント部か
ら一体に打出してピン孔を形成することを、先に提案し
た(特願昭53−101598号参照)。
Therefore, in order to solve this problem, the present applicant, when forming a pin hole in the joint part, integrally removes the cylindrical part that fits into the locking hole of one of the protruding plate parts from this joint part. It was previously proposed to form pin holes by punching (see Japanese Patent Application No. 101598/1982).

これによれば、打設コンクリ−1・の側圧が作用した場
合の、ピン孔周縁部とピンとの接当面積を、前記打出し
筒状部分の分だけ増加しであるージョイント部板面に直
交する方向でみると、ビン孔の半径分(ジヨイント部の
肉厚の数倍)も増加するので、単位面積当りの受止め荷
重を非常に小さくし得て、ピン孔周縁部の拡張変形や亀
裂を防止できる。
According to this, when the lateral pressure of the poured concrete 1 is applied, the area of contact between the peripheral edge of the pin hole and the pin is increased by the amount of the cylindrical part. When viewed in the orthogonal direction, the radius of the pin hole (several times the wall thickness of the joint) also increases, so the load per unit area can be made extremely small, reducing the expansion and deformation of the pin hole periphery. Can prevent cracks.

それ故に、従来と同じ耐破断強度を得るにあたってのジ
ヨイント部の必要横巾を、従来のものに比べて小さくす
ることができ、しかも前記筒状部分は、別部材を溶接な
どで取付けるのではなく、打出しにより一体的に形成し
たものであるから加工も容易で、材料節減ならびに加工
の容易化との相乗によってコストダウンを図ることがで
きるといった効果を挙げることができた。
Therefore, the required width of the joint part to obtain the same breaking strength as the conventional one can be made smaller than that of the conventional one, and the cylindrical part is not attached by welding or other means to a separate member. Since it is integrally formed by stamping, it is easy to process, and this combined with the reduction in materials and ease of processing has the effect of reducing costs.

しかしながら、かかる手段によっても、材料節減に自ず
と限界があった。
However, even with such means, there is a limit to how much material can be saved.

即ち、一層のコストダウンを指向して、ジヨイント部の
横巾や肉厚をより小さくした場合には、ピン孔周縁部の
拡張変形については問題はないが、ジヨイント部横巾方
向両側辺と筒状部分との間の個所の耐引張強度が小さく
なって、この個所において横巾方向への亀裂が生じるこ
とになるためである。
In other words, if the width and wall thickness of the joint are made smaller with the aim of further reducing costs, there will be no problem with expansion deformation of the peripheral edge of the pin hole, but the width and thickness of both sides of the joint and the tube will be reduced. This is because the tensile strength of the area between the shaped portion becomes smaller and cracks occur in the width direction at this area.

このような限界の原因は、コンクリート側圧が、筒状部
分にのみ集中的に作用することにある。
The reason for this limitation is that the concrete lateral pressure acts intensively only on the cylindrical portion.

本考案によるコンクリートセパレータのジヨイントは、
かかる事実に基づいて、ジヨイント部(ジヨイント専用
部材も含む)にビン孔を形成するに筒状部分を打出して
形成することに加えて、ジヨイント部の外端部に、コン
クリート型枠の周辺突出板部外端辺に掛止可能な折曲げ
掛止片を連設したことに特徴構成がある。
The joint of the concrete separator according to this invention is
Based on this fact, in addition to punching out a cylindrical part to form a bottle hole in the joint part (including joint-specific members), we also installed a peripheral protrusion of the concrete formwork at the outer end of the joint part. A distinctive feature lies in the continuous arrangement of bendable hook pieces that can be hooked to the outer edge of the plate.

これによれば、コンクリート側圧を、前記筒状部分と折
曲げ掛止片とで、分担して受止めることができるため、
換言すれば、筒状部分にコンクリート側圧の全圧が集中
作用することがないため、ジヨイント部の巾をより小さ
くしても、或いはジヨイント部の肉厚、ひいてはセパレ
ータ全体の肉厚をより小さくしても、筒状部分とジヨイ
ント部両側辺との間の個所に亀裂が生じることを確実に
防止できる。
According to this, the concrete lateral pressure can be received in a shared manner by the cylindrical portion and the bent latching piece.
In other words, the total pressure of the concrete side pressure is not concentrated on the cylindrical part, so even if the width of the joint part is made smaller, or the wall thickness of the joint part, and by extension the wall thickness of the entire separator, is made smaller. However, it is possible to reliably prevent cracks from forming between the cylindrical portion and both sides of the joint portion.

このように本考案によれば、ジヨイント部の外端部に僅
かな掛止片を折曲げ形成するというだけの極めて簡単な
構造改良でありながら、先に提案したものに比し、所期
の耐破断強度をもたせる状態で、使用帯板材のより一層
の巾縮少化若しくは薄肉化を図れ、もって、埋殺しされ
転用のきかないセパレータを非常に安価に提供すること
が可能となるに至った。
In this way, according to the present invention, although it is an extremely simple structural improvement of just bending and forming a small hook piece on the outer end of the joint part, it achieves the desired result compared to the previously proposed one. It has become possible to further reduce the width or thin the wall of the strip material used while providing breakage resistance, and as a result, it has become possible to provide a separator that is buried and cannot be used for other purposes at a very low cost. .

以下本考案の実施例を図面に基づいて説明する。Embodiments of the present invention will be described below based on the drawings.

セパレータAは、一枚の扁平矩形の焼入れ鋼又はステン
レスなどの帯板状金属板の長手方向両端部を、扁平板状
のままのジヨイント部1,1としであるとともに、両ジ
ヨイント部1,1間の部分は、板面に直交する方向に、
プレスをもって一体的に突曲して耐引張補強用のリブ2
を形成し、かつ両ジヨイント部1,1のほぼ中央位置に
、リブ2の突設方向と同一方向に向けて筒状部分3,3
を打出しによって一体成形して、筒状部分3,3の内側
にピン孔4,4を形成した状態に構成されている。
The separator A has joint parts 1, 1 at both longitudinal ends of a single flat rectangular band-shaped metal plate made of hardened steel or stainless steel, and both joint parts 1, 1. The part between is in the direction perpendicular to the board surface,
Rib 2 for tensile reinforcement by integrally projecting with a press
, and a cylindrical portion 3 , 3 is formed approximately at the center of both joint portions 1 , 1 in the same direction as the protruding direction of the rib 2 .
are integrally molded by stamping, and pin holes 4, 4 are formed inside the cylindrical parts 3, 3.

そして、前記両ジヨイント部1,1の外端部には、後述
する型枠6,6の周辺突出板部5 a 、5 aの外端
辺に掛止可能な掛止片5,5を、折曲げ加工により一体
的に連設しである。
At the outer ends of both the joint parts 1, 1, there are hooking pieces 5, 5 which can be hung on the outer end sides of peripheral protruding plate parts 5a, 5a of the formworks 6, 6, which will be described later. They are integrally connected by bending.

両端の掛止片5,5は、ジヨイント部1,1の巾に比し
て小さな巾のものに構成され、かつ両彎止片5.5は、
巾方向で互いに反対側の端部寄り個所に位置している。
The locking pieces 5,5 at both ends are configured to have a width smaller than the width of the joint parts 1,1, and both curved locking pieces 5.5,
They are located near the opposite ends in the width direction.

6は金属製箱形のコンクリート型枠で、その周辺突出板
部6aには係止孔6bが穿設されている。
Reference numeral 6 denotes a metal box-shaped concrete formwork, and a locking hole 6b is bored in a peripheral protruding plate part 6a.

セパレータAを上下隣接型枠6,6に保合保持するに当
っては、第3図のように、下位型枠6の突出板部6a上
面に、ジヨイント部1を、その筒状部分3が係止孔6b
に内嵌される状態で、かつ、その掛止片5が突出板部6
aの外端辺に掛止される状態で載置し、しかる後、上位
型枠6の突出板部6aを、ジヨイント部1に対し、その
係止孔6bがビン孔4に合致する状態で載置して、各孔
6 b 、4,6 bにピン(Uクリップ)7を共通に
挿通して、このピン7の締付けにより、ジョイン+部1
を上下両突出板部5 a 、6a間挿入状態で緊締係止
保持する。
In order to hold the separator A in the upper and lower adjacent formworks 6, 6, as shown in FIG. Locking hole 6b
and the hooking piece 5 is fitted into the protruding plate part 6.
a, and then place the protruding plate part 6a of the upper formwork 6 against the joint part 1 with its locking hole 6b matching the bottle hole 4. Place the pin (U clip) 7 through each hole 6 b , 4 , 6 b , and tighten the pin 7 to close the join + part 1 .
is inserted between both the upper and lower protruding plate parts 5 a and 6 a and held in a tightened state.

他端側のジヨイント部1も同様に保持させる。The joint portion 1 on the other end side is held in the same manner.

尚、掛止片5,5は、筒状部分3,3の打出し方向とは
逆方向に折曲げて、上位型枠6,6に掛止させるも良い
In addition, the hanging pieces 5, 5 may be bent in the opposite direction to the punching direction of the cylindrical parts 3, 3, and may be hung on the upper formworks 6, 6.

又、掛止片5,5を第4図のようにジヨイント部1.1
の巾中央に設けても良く、更には第5図のように金山に
亙って設けるも良い。
Also, attach the hooking pieces 5, 5 to the joint part 1.1 as shown in Fig. 4.
It may be provided in the center of the width of the gold mine, or it may be provided over the gold mine as shown in FIG.

但し、第1図のようにした場合は、仮想線のように多数
のセパレータAを一つの長尺な帯板材から切断して製造
する際に、材料節減ができる切断が行なえて、コストダ
ウンに役立つ。
However, in the case shown in Fig. 1, when manufacturing a large number of separators A by cutting them from one long strip material as shown by the imaginary line, cutting can be performed to save material, resulting in cost reduction. Helpful.

更に第6図のようにジヨイント部1の外端個所に大きく
切欠き、残る細巾板部1′の先端に掛止片5を形成する
も良い。
Furthermore, as shown in FIG. 6, a large notch may be made at the outer end of the joint portion 1, and a hooking piece 5 may be formed at the tip of the remaining narrow plate portion 1'.

第7図は、別の実施例に係り、セパレータAを、一対の
扁平板状ジヨイント専用部材A、、A、と、それらの内
端部の接続部a1.a1間に亙ってピン8,8を介して
連結した中間バーA2とから構成したものであって、専
用部材A、、A、の外端部に、上例と同様な封止片5,
5を折曲げ連設しである。
FIG. 7 shows another embodiment in which a separator A is connected to a pair of flat plate joint members A, , A, and connecting portions a1. It is composed of an intermediate bar A2 connected via pins 8, 8 between A1 and A2, and a sealing piece 5 similar to the above example is attached to the outer end of the dedicated member A.
5 are bent and arranged in a row.

尚、図示は略すが、突出板部5 a 、5 aとジヨイ
ント部1又は専用部材A1を係止保持するためのピン7
としては、上例のUクリップの他、型枠支保工(端太材
など)を組立型枠6・・・・・・に保持するためのホー
ムタイの先端屈曲部であっても良い。
Although not shown, there are pins 7 for locking and holding the protruding plate parts 5 a and the joint part 1 or the special member A1.
In addition to the above-mentioned U-clip, it may also be a bent end portion of a home tie for holding formwork supports (such as end pieces) to the assembled formwork 6.

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

図面は本考案に係るコンクリートセパレータのジヨイン
ト部構造の実施例を示し、第1図、第2図はセパレータ
の側面図と平面図、第3図は組付は状態の縦断側面図、
第4図、第5図は夫々別実施例の部分斜視図、第6図は
更に別の実施例の平面図、第7図はセパレータの変形を
示す縦断側面図である。 1・・・・・・ジヨイント部、3・・・・・・筒状部分
、4・・・・・・ピン孔、5・・・・・・折曲げ掛止部
、6・・・・・・型枠、6a・・・・・・突出板部、6
b・・・・・・係止孔、7・・・・・・ピン、A・・・
・・・セパレータ、AI・・・・・・ジヨイント専用部
材、al・・・・・・中間バー接続部。
The drawings show an embodiment of the joint structure of a concrete separator according to the present invention, and FIGS. 1 and 2 are a side view and a plan view of the separator, and FIG. 3 is a vertical side view of the assembled state.
4 and 5 are partial perspective views of different embodiments, FIG. 6 is a plan view of yet another embodiment, and FIG. 7 is a vertical sectional side view showing deformation of the separator. 1... Joint part, 3... Cylindrical part, 4... Pin hole, 5... Bending hook part, 6...・Formwork, 6a...Protruding plate part, 6
b...Locking hole, 7...pin, A...
...Separator, AI...Joint-specific member, al...Intermediate bar connection part.

Claims (1)

【実用新案登録請求の範囲】 ■ 隣接コンクリート型枠6,6の周辺突出板部6a、
6a間に挾み込み状態に挿入され、かつ、それら対設す
る周辺突出板部5a、5aに形成の係止孔6b、6bに
挿通させたピン7を介して離脱可能に保合保持される扁
平板状コンクリートセパレータAのジヨイント部1、又
は、一端部に中間バー接続部a1を有する扁平板状のジ
ヨイント専用部材A1の、前記係止孔6b、6bに対応
する個所に、前記一方の係止孔6bに内嵌す・る状態の
筒状部分3を打出してピン孔4を形成するとともに、そ
の外端部には、コンクリート型枠6の周辺突出板部6a
外端辺に掛止可能な折曲げ掛止片5を連設しであること
を特徴とするコンクリートセパレータのジヨイント部構
造。 ■ 前記折曲げ掛止片5は、ジヨイント部1又はジヨイ
ント専用部材A1の巾に比して小なる巾に形成されてい
る実用新案登録請求の範囲第■項に記載のコンクリート
セパレータのジヨイント部構造。
[Scope of claim for utility model registration] ■ Peripheral protruding plate portions 6a of adjacent concrete formworks 6, 6;
6a, and is removably retained via pins 7 inserted into locking holes 6b, 6b formed in the opposing peripheral protruding plate parts 5a, 5a. One of the locking holes 6b, 6b of the joint part 1 of the flat plate-shaped concrete separator A, or the flat plate-shaped joint exclusive member A1 having an intermediate bar connection part a1 at one end, is placed at a location corresponding to the locking holes 6b, 6b. A pin hole 4 is formed by punching out the cylindrical portion 3 which is fitted into the stop hole 6b, and a peripheral protruding plate portion 6a of the concrete formwork 6 is attached to the outer end of the cylindrical portion 3.
A joint part structure of a concrete separator, characterized in that a bent hanging piece 5 which can be hung on the outer edge side is arranged in a row. (2) The joint part structure of a concrete separator according to claim (2), wherein the bending hook piece 5 is formed to have a smaller width than the width of the joint part 1 or the joint exclusive member A1. .
JP13094478U 1978-09-22 1978-09-22 Joint structure of concrete separator Expired JPS5929085Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13094478U JPS5929085Y2 (en) 1978-09-22 1978-09-22 Joint structure of concrete separator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13094478U JPS5929085Y2 (en) 1978-09-22 1978-09-22 Joint structure of concrete separator

Publications (2)

Publication Number Publication Date
JPS5547557U JPS5547557U (en) 1980-03-28
JPS5929085Y2 true JPS5929085Y2 (en) 1984-08-21

Family

ID=29097051

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13094478U Expired JPS5929085Y2 (en) 1978-09-22 1978-09-22 Joint structure of concrete separator

Country Status (1)

Country Link
JP (1) JPS5929085Y2 (en)

Also Published As

Publication number Publication date
JPS5547557U (en) 1980-03-28

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