JPS601165Y2 - Intermediate bar of separator for concrete formwork - Google Patents

Intermediate bar of separator for concrete formwork

Info

Publication number
JPS601165Y2
JPS601165Y2 JP8352478U JP8352478U JPS601165Y2 JP S601165 Y2 JPS601165 Y2 JP S601165Y2 JP 8352478 U JP8352478 U JP 8352478U JP 8352478 U JP8352478 U JP 8352478U JP S601165 Y2 JPS601165 Y2 JP S601165Y2
Authority
JP
Japan
Prior art keywords
bar
intermediate bar
joint member
concrete formwork
pin
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
JP8352478U
Other languages
Japanese (ja)
Other versions
JPS54183926U (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 JP8352478U priority Critical patent/JPS601165Y2/en
Publication of JPS54183926U publication Critical patent/JPS54183926U/ja
Application granted granted Critical
Publication of JPS601165Y2 publication Critical patent/JPS601165Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は、・コどり!J −t−型枠に対して係止固定
可能なジヨイント部材の、縦断面形状U字形に折曲形成
されたバー接続部にその端部分を嵌入させた状態で両者
に亘ってピンを挿通させるこ七により、前記ジョ、イン
ド部材に連結されるコンクリート型枠用セパレータの中
間バーに関し、その目的は、打設コンクリート内に埋殺
しされ、再使用の効かないこの種中間パーを極力薄い材
料から安価に作製しながらも、打設コンクリート側圧に
対する中間バーの耐引張強度および耐圧縮強度を十分に
確保でき、しかも、このような強度アップを、ジヨイン
ト部材側の改良を要することなく簡単に実施できるよう
にする点にある。
[Detailed explanation of the invention] This invention is based on Kodori! The end of the joint member, which can be locked and fixed to the J-t formwork, is bent into a U-shaped vertical cross section, and the pin is inserted through both parts. According to this article, regarding the intermediate bar of the concrete formwork separator connected to the India member, the purpose is to make this type of intermediate bar, which is buried in the poured concrete and cannot be reused, from as thin a material as possible. Although it is manufactured at low cost, it is possible to ensure sufficient tensile strength and compressive strength of the intermediate bar against the lateral pressure of poured concrete, and furthermore, such strength increases can be easily implemented without requiring any improvement on the joint member side. The point is to make it so.

先ず、本考案の実施例を図面に基づいて説明する。First, an embodiment of the present invention will be described based on the drawings.

第1図において、Bは、上下に隣接する金属製箱形のコ
ンクリート型枠C9Cの、上下に対接する周縁突出板部
10,10間に、その水平扁平板状係止部5が挿入され
た状態で、突出板部10゜10、係止部5に夫々互いに
同一位相箇所に穿設しである孔にUクリップ11を共通
に挿通係止することにより、突出板部10,10に固定
される鋼製のジヨイント部材で、このジヨイント部材B
の型枠C9C内面側突出部は、縦断面形状U字形のバー
接続部6に構成されている。
In FIG. 1, B indicates that the horizontal flat plate-shaped locking part 5 is inserted between the vertically opposing peripheral protruding plate parts 10, 10 of the vertically adjacent metal box-shaped concrete formwork C9C. In this state, the U-clips 11 are commonly inserted and locked into the holes drilled in the protruding plate parts 10° 10 and the locking part 5 at the same phase positions, respectively, to thereby be fixed to the protruding plate parts 10, 10. This joint member B is made of steel.
The inner side protrusion of the formwork C9C is formed into a bar connection part 6 having a U-shaped longitudinal section.

Aは、その端部分IAが、前記U字形接続部6に嵌入さ
れた状態て、その長手方向に適当量隔隔てて形成された
複数個のピン挿通孔2・・・のうちの任意の一つ2と、
接続部6の長手方向に適当量隔隔てて形成された複数個
のピン挿通孔7・・・のうちの任意の一つ7とに亘って
ピン9を挿通することにより、接続部6に連結される鋼
製の中間バーである。
A is inserted into any one of the plurality of pin insertion holes 2 formed at appropriate intervals in the longitudinal direction with the end portion IA fitted into the U-shaped connection portion 6. Two and two,
Connected to the connecting part 6 by inserting the pin 9 through any one of the plurality of pin insertion holes 7 formed at appropriate intervals in the longitudinal direction of the connecting part 6. This is an intermediate bar made of steel.

尚、左右対称であるため、図示は左半分のみを示しであ
るが、セパレータSは、中間バーAと一対のジヨイント
部材B、Bとて構成されるものである。
Although only the left half is shown in the figure because it is symmetrical, the separator S is composed of an intermediate bar A and a pair of joint members B, B.

該中間バーAには、上記端部分IAを含め、その長手方
向全或に亘って所定の等間隔毎に多数のピン挿通孔2,
2・・・を形成しである。
The intermediate bar A has a large number of pin insertion holes 2 at predetermined equal intervals throughout its length, including the end portion IA.
2... is formed.

該中間バーAの隣接孔2,2間距離は、接続部6の隣接
孔7,7間距離よりも大きく構成され(前者中間バーA
は約15mm、後者接続部6は約i。
The distance between the adjacent holes 2, 2 of the intermediate bar A is configured to be larger than the distance between the adjacent holes 7, 7 of the connecting portion 6 (the former intermediate bar A
is about 15 mm, and the latter connection part 6 is about i.

rrrIrL)、セパレータS長さの微調整が5771
771の巾で効くようになっている。
rrrIrL), fine adjustment of separator S length is 5771
It is effective with a width of 771.

而して、本実施例の構造にあっては、第2図、第3図の
如く中間バーAの孔2・・・は、バーリング加工により
、帯板状バ一部材1の一面側に筒状部分3・・・を一体
的に打出して、この筒状部分3・・・の内部に形成たれ
たものてあり、かつ、バ一部材1の巾方向の下端辺と上
端辺には、夫々筒状部分3・・・の突出量ち・・・より
も小さな突出量t2.t2を有する状態で筒状部分3・
・・突出方向側に前記ジヨイント部材Bのバー接続部6
のU字形底部の内面形状に沿う曲面とした補強部4Aと
補強片4Bが折曲は突出されている。
In the structure of this embodiment, as shown in FIGS. 2 and 3, the holes 2 in the intermediate bar A are formed into cylinders on one side of the band-shaped bar member 1 by burring. The cylindrical portion 3 is integrally stamped and formed inside the cylindrical portion 3, and the lower end and upper end in the width direction of the bar member 1 are provided with: The protrusion amount t2. of the cylindrical portion 3 is smaller than the protrusion amount t2. The cylindrical portion 3 in a state with t2
・Bar connection part 6 of the joint member B on the protrusion direction side
A reinforcing portion 4A and a reinforcing piece 4B having curved surfaces that follow the inner shape of the U-shaped bottom are bent and protruded.

筒状部分3・・・の突出量t1・・・は、接続部6の対
向内面間距離t。
The protrusion amount t1 of the cylindrical portion 3 is the distance t between the opposing inner surfaces of the connecting portion 6.

と等しく、又はほぼ等しく構成され、バ一端部分IAが
接続部6に密着嵌入されるようになっている。
The one end portion IA of the bar is tightly fitted into the connecting portion 6.

前記補強部4A及び補強片4Bの存在により、コンクリ
ート打設空間S。
Due to the presence of the reinforcing portion 4A and the reinforcing piece 4B, a concrete placement space S is created.

に打設したコンクリートの側圧が型枠C・・・に作用す
ることに伴ない、中間バーAに作用する引張り力に対す
る、この中間バーAの強度を確保している。
The strength of the intermediate bar A is ensured against the tensile force acting on the intermediate bar A as a result of the lateral pressure of the concrete cast acting on the formwork C.

孔2まわりのバーリング加工は孔2周縁部がピン9によ
って亀裂、破断することおよび、ピン9が孔2周縁部に
よって剪断されることを、筒状部分3の存在により、両
者2.′9間に作用する引張り力の単位面積当りの圧力
を減少することて防止している。
During the burring process around the hole 2, the presence of the cylindrical portion 3 prevents both the peripheral edge of the hole 2 from cracking and breaking due to the pin 9 and the pin 9 being sheared by the peripheral edge of the hole 2. This is prevented by reducing the pressure per unit area of the tensile force that acts between .

そして、バ一端部分1Aは接続部6に密着していてぐら
つかないため、十分な強度連結が行なわれている。
Since the one end portion 1A of the bar is in close contact with the connecting portion 6 and does not wobble, a sufficiently strong connection is achieved.

第4図は、別実施例に係り、バ一部材1の上方補強片4
Bを、一旦筒状部分3とは反対側に折曲したのちミ筒状
部分3側に折返したものて中間バーA’(7)耐曲げ強
度を一層強めている。
FIG. 4 shows an upper reinforcing piece 4 of the bar member 1 according to another embodiment.
The bending strength of the intermediate bar A' (7) is further strengthened by bending B once to the side opposite to the cylindrical portion 3 and then folding it back toward the cylindrical portion 3 side.

第5図は、ジヨイント部材Bの変形例で、その孔7を、
中間バーAの孔2と同様に、筒状部分3の打出しによっ
て形成したもので、□両孔7,2の周縁部の亀裂、破断
および、ピン9の剪断をより確実に防止できる。
FIG. 5 shows a modification of the joint member B, in which the hole 7 is
Like the hole 2 of the intermediate bar A, it is formed by punching out the cylindrical portion 3, and cracks and breakage of the peripheral edges of both holes 7 and 2 and shearing of the pin 9 can be more reliably prevented.

以上、実施例について説明したが、本考案によるコンク
リート型枠用セパレータの中間バーの要旨は、U字形接
続部6に嵌入される端部分IAを含め、その長手方向の
全域に亘って等間隔毎にピン挿通孔2を形成するととも
に、バ一部材1の巾方向上側端辺を全長に亘って一側方
に小幅量折曲げて補強片4Bを形成し、下側も全長に亘
って前記ジヨイント部材Bのバー接続部6のU字形底部
の内面形状に沿う曲面に折曲げた補強部4Aを形成させ
であることを特徴とする点にあり、これら補強片4Bと
補強部4Aとを設けたことにより、主体部分が鉛直方向
にあって前記バー接続部6に対して鉛直姿勢に受は止め
られて連結するものであるため、最も荷重のかかる鉛直
方向での強度が極めて強いものでありながら、下方に形
成された補強部4Aによって確実に当該荷重をジヨイン
ト部材Bへ伝達することができるので、ピン9へ荷重が
集中されることを排除することができ、ピッ2周縁部の
亀裂、破断およびピン9の剪断を確実に防止することが
でき、しかも打設コンクリートによる側圧に対しても充
分な対抗強度を有するので、耐引張、耐圧縮面のいずれ
においても十分大なる連結強度をもたせての、対コンク
リート側圧牽引作用を所期通り強力、かつ、確実、良好
に発揮させ得る。
Although the embodiments have been described above, the gist of the intermediate bar of the concrete formwork separator according to the present invention is that the intermediate bar is arranged at equal intervals throughout its longitudinal direction, including the end portion IA that is fitted into the U-shaped connecting portion 6. A pin insertion hole 2 is formed in the pin insertion hole 2, and the reinforcing piece 4B is formed by bending the upper edge of the bar member 1 in the width direction over its entire length to one side by a small width, and the lower side is also formed over the entire length into the joint. The reinforcing portion 4A is bent into a curved surface that follows the inner surface shape of the U-shaped bottom of the bar connecting portion 6 of the member B, and the reinforcing piece 4B and the reinforcing portion 4A are provided. As a result, the main part is in the vertical direction and the bridge is fixed and connected in a vertical position with respect to the bar connection part 6, so the strength in the vertical direction, where the most load is applied, is extremely strong. Since the reinforcement part 4A formed below can reliably transmit the load to the joint member B, it is possible to prevent the load from being concentrated on the pin 9, and prevent cracks and breakage at the peripheral edge of the pin 2. It can reliably prevent the pin 9 from shearing, and it also has sufficient resistance against lateral pressure from poured concrete, so it has sufficiently large connection strength in both tensile and compression resistance. The lateral pressure traction action against concrete can be strongly, reliably, and well exerted as expected.

その上、ジヨイント部材B側のバー接続部6を特別改造
する必要がなく、従って、上述のような強度アップを簡
単に実施し得るに至ったのである。
Furthermore, there is no need to specially modify the bar connection portion 6 on the side of the joint member B, and therefore, the above-mentioned strength increase can be easily implemented.

【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型枠用セパレータの中
間バーの実施例を示し、第1図は一部切欠側面図、第2
図は要部拡大側面図、第3図は縦断正面図、第4図、第
5図は夫々別の実施例に係る縦断正面図である。 1・・・・・・バ一部材、1A・・・・・・端部分、2
・・・・・・ピン挿通孔、3・・・・・・筒状部分、4
A・・・・・・補強部、4B・・・・・・補強片、6・
・・・・・バー接続部、9・・・・・ピン、B・・・・
・・ジヨイント部材、C・・・・・・コンクリート型枠
The drawings show an embodiment of the intermediate bar of the separator for concrete formwork according to the present invention, and FIG. 1 is a partially cutaway side view, and FIG.
The figure is an enlarged side view of a main part, FIG. 3 is a longitudinal sectional front view, and FIGS. 4 and 5 are longitudinal sectional front views of different embodiments. 1...Bun part, 1A...End part, 2
...Pin insertion hole, 3...Cylindrical part, 4
A...Reinforcement part, 4B...Reinforcement piece, 6.
...Bar connection part, 9...Pin, B...
...Joint member, C...Concrete formwork.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリート型枠Cに対して係止固定可能なジヨイント
部材、Bの、縦断面形状U字形に:折曲形成されたバー
接続部6にその端部分1Aを嵌入させた状態て両者間に
亘ってピン9を挿通させることにより、前記ジヨイント
部材Bに連結されるコンクリート型枠:用セバレー、夕
の中間バーで、あって、該中間バーAは前記U字形接続
部6に嵌入される端部分1Aを含め、その長手方向の全
或に亘って等間隔毎にピン挿通孔2を形成するとと・も
に、バ一部材1の巾方向上側端辺を全長に亘って一側方
に小幅量折曲け゛て補強片4Bを形成し、下側も全長に
亘って前記ジヨイント部材Bのバー接続部6のU字形底
部の内面形状に沿う曲面に折曲す゛た補強部4Aを形成
しであるコンクリート型枠用セパレータの中間バー
The joint member B, which can be locked and fixed to the concrete formwork C, has a U-shaped vertical cross section: with its end portion 1A inserted into the bent bar connection portion 6, the joint member B is inserted between the two. An intermediate bar of the concrete formwork is connected to the joint member B by inserting a pin 9 therethrough, and the intermediate bar A is connected to the end portion 1A that is fitted into the U-shaped connection part 6. The pin insertion holes 2 are formed at regular intervals along the entire length of the bar member 1, and the upper edge of the bar member 1 in the width direction is bent a small amount to one side along the entire length. A concrete mold which is bent to form a reinforcing piece 4B, and a reinforcing part 4A is also formed on the lower side along the entire length into a curved surface that follows the inner shape of the U-shaped bottom of the bar connection part 6 of the joint member B. Intermediate bar of frame separator
JP8352478U 1978-06-16 1978-06-16 Intermediate bar of separator for concrete formwork Expired JPS601165Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8352478U JPS601165Y2 (en) 1978-06-16 1978-06-16 Intermediate bar of separator for concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8352478U JPS601165Y2 (en) 1978-06-16 1978-06-16 Intermediate bar of separator for concrete formwork

Publications (2)

Publication Number Publication Date
JPS54183926U JPS54183926U (en) 1979-12-27
JPS601165Y2 true JPS601165Y2 (en) 1985-01-14

Family

ID=29005392

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8352478U Expired JPS601165Y2 (en) 1978-06-16 1978-06-16 Intermediate bar of separator for concrete formwork

Country Status (1)

Country Link
JP (1) JPS601165Y2 (en)

Also Published As

Publication number Publication date
JPS54183926U (en) 1979-12-27

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