JPS5921233Y2 - Intermediate bar of separator for concrete formwork - Google Patents

Intermediate bar of separator for concrete formwork

Info

Publication number
JPS5921233Y2
JPS5921233Y2 JP1977173883U JP17388377U JPS5921233Y2 JP S5921233 Y2 JPS5921233 Y2 JP S5921233Y2 JP 1977173883 U JP1977173883 U JP 1977173883U JP 17388377 U JP17388377 U JP 17388377U JP S5921233 Y2 JPS5921233 Y2 JP S5921233Y2
Authority
JP
Japan
Prior art keywords
intermediate bar
concrete
longitudinal direction
separator
flat
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
JP1977173883U
Other languages
Japanese (ja)
Other versions
JPS5496755U (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 JP1977173883U priority Critical patent/JPS5921233Y2/en
Publication of JPS5496755U publication Critical patent/JPS5496755U/ja
Application granted granted Critical
Publication of JPS5921233Y2 publication Critical patent/JPS5921233Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は、コンクリート型枠に対して係止固定可能な一
対の対向ジヨイント台間に亙って固定架着されるコンク
リート型枠用セパレータの中間バーに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an intermediate bar of a separator for concrete formwork that is fixedly mounted across a pair of opposing joint stands that can be locked and fixed to the concrete formwork.

従来のこの種の中間バーにあっては、帯状板を、断面形
状が上向き開口U字状で、このUの字を形成する対向両
側壁が中間バー巾方向で比較的長く離れて位置する状態
に折曲加工して構成されていた。
In the conventional intermediate bar of this kind, the strip plate has a cross-sectional shape of an upwardly opening U-shape, and opposing side walls forming this U-shape are located relatively long apart in the width direction of the intermediate bar. It was constructed by bending it.

而して、打設コンクリートの硬化中に、含有水分が時間
の経過に伴なって上方に滲み出し移行するにつれて、こ
れとは反対に、上方から砂やセメント等のコンクリート
成分が降下してくるが、前記対向両側壁が比較的長く離
れて位置するために、対向両側壁の外側面に沿って案内
降下してくるコンクリート成分が、対向両側壁を夫々の
下端において一体連設するところの巾方向で比較的長い
中′間バー底部の方に周り込み侵入できず、その結果、
底部の下方に、上昇した水分容積に相当する空隙Sが生
じ、硬化コンクリート壁の強度を低下させることになっ
ていた(第6図参照)。
During the hardening of the poured concrete, as the water content oozes upward over time, conversely, concrete components such as sand and cement descend from above. However, since the opposite side walls are located relatively long apart, the concrete component guided down along the outer surfaces of the opposite side walls has a width that extends to the area where the opposite side walls are integrally connected at the lower ends of each side. It is not possible to wrap around the bottom of the intermediate bar, which is relatively long in the direction, and as a result,
A void S corresponding to the increased moisture volume was created below the bottom, reducing the strength of the hardened concrete wall (see Figure 6).

又、かかる中間バーは、その長手方向両端に接続・した
ジヨイント台を介して、コンクリート打設相当空間両脇
の対向型枠を互いに牽引支持するという機能上、強度の
面では、長平方向に沿った耐引張り強度が大きいもので
あることが要求される反面、長平方向に対する横方向で
の耐曲げ強度、耐捩り強度はさほど要求されないもので
あるが、従来の如く、対向両側壁を互いに比較的長く離
した状態で断面U字状に構成することは材料の面で不経
済であった。
In addition, the intermediate bar has the function of pulling and supporting the opposing formwork on both sides of the concrete pouring space through the joint tables connected to both ends of the intermediate bar in the longitudinal direction. Although it is required to have high tensile strength, bending strength and torsional strength in the transverse direction with respect to the longitudinal direction are not so required. It would be uneconomical in terms of materials to construct a U-shaped cross section with long distances.

・本考案は、かかる問題点を考察して、材料面で
の経済化を図りながら、十分な耐引張り強度を有し、し
かも、コンクリート打設時においてその下方に空隙が発
生することを回避できる中間バーを提供せんとするもの
である。
・The present invention takes into account these problems and achieves economy in terms of materials, has sufficient tensile strength, and also avoids the formation of voids below concrete when it is poured. It is intended to provide an intermediate bar.

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
は、前記ジヨイント台間に亙っての固定架着状態におい
て板巾方向が上下に姿勢するような帯状板からなり、こ
の帯状板には横側方への突出量が比較的小さい耐引張補
強用製曲部分を形成して、ジヨイント台と接続する両端
側部分に長手方向に沿って所定の間隔を隔ててそれぞれ
複数個の連結ピン挿通孔を穿設し、この連結ピン挿通孔
を利用して連結ピンによって、その両端側をジヨイント
台に接続連結するようにしであることを特徴とする。
The intermediate bar of the separator for concrete formwork according to the present invention is composed of a band-shaped plate whose width direction is vertically oriented when it is fixedly mounted between the joint stands, and this band-shaped plate has a lateral side. A bent portion for tensile reinforcement with a relatively small amount of protrusion is formed, and a plurality of connecting pin insertion holes are bored at predetermined intervals along the longitudinal direction in both end portions that connect to the joint table. It is characterized in that both ends thereof are connected to the joint base using the connecting pin insertion hole.

これによれば、打設コンクリートの硬化中において、水
分上昇に伴ない降下してくるコンクリート成分は、上下
姿勢の帯状板の両側面に沿ってスムースに案内されたの
ち、その下端面下方にスムースに周り込み侵入すること
になり前述の如き空隙の発生は回避されるのである。
According to this, while the poured concrete is hardening, the concrete components that descend due to the rise in moisture are smoothly guided along both sides of the strip plate in the vertical position, and then smoothly below the lower end surface. As a result, the above-mentioned voids are avoided.

従って硬化コンクリート壁を強度の大なるものとして造
威し得るのである。
Therefore, hardened concrete walls can be built with great strength.

しかも、単に上下に姿勢する一枚の帯状板から構成する
ものであるから、従来のものに比し材料面でのコストダ
ウンが図れるものでありながら、横側方への実間部分を
形威しであるので、一枚の帯状板から構成したにも拘わ
らず、十分な耐引張り強度をもたせることができ、対向
型枠に対する牽引支持作用を強力に行なえるのである。
Moreover, since it is simply composed of a single strip plate that is positioned vertically, it is possible to reduce the cost in terms of materials compared to conventional ones, while also reducing the size of the actual space on the sides. Therefore, even though it is constructed from a single band-shaped plate, it can have sufficient tensile strength and can strongly support the opposing formwork.

しかも、コンクリートの厚さを決定する型枠の間隔が異
なる場合にも、両端側にそれぞれ複数個の連結ピン挿通
孔が設けられているので同一製品で対応することができ
、しかも、ジヨイント台との連結は連結ピン挿通孔に連
結ピンを挿通するだけで行なうことができるので、ボル
トナツトを挿通する構造のものに比して大変便利で能率
的であり、併せて型枠の間隔を内外方向に確定的に固定
できるとの使用上における顕著な効果をも併せ有してい
るものである。
Moreover, even if the spacing between the formworks that determine the thickness of the concrete is different, the same product can be used because there are multiple connecting pin insertion holes on both ends. The connection can be made by simply inserting the connecting pin into the connecting pin insertion hole, which is much more convenient and efficient than the structure in which bolts and nuts are inserted. It also has the remarkable effect of being able to be fixed firmly in use.

以下、本考案の実施例を図面に基づいて説明する一端に
、上下隣接する金属製箱形のコンクリート型枠6,6の
接当端面間に挿入される扁平板状の係止部1を有すると
ともに他端に後記中間バー4の板厚とほぼ同程度の幅の
空間部を形成した断面上向き開口U字状の中間バー接続
部2を有する鋼製又はステンレス製のジヨイント台3に
おいて、前記係止部1のほぼ中央部にUクリップ挿通孔
1aが穿設されであるとともに、前記接続部2の対向両
側壁2a、2aには同一位相個所に一対の連結ピン挿通
孔2b、2bが、接続部2長手方向に沿って適当量隔隔
てて複数組穿設され、がっ、係止部1と接続部2との間
に、ミシン目状の切断用線3aが凹入形成されである。
Hereinafter, an embodiment of the present invention will be described based on the drawings.One end has a flat plate-shaped locking part 1 inserted between the abutting end surfaces of vertically adjacent metal box-shaped concrete formworks 6, 6. At the same time, in a joint base 3 made of steel or stainless steel, which has an intermediate bar connecting part 2 having an upwardly opening U-shaped cross section and having a space at the other end having a width approximately the same as the plate thickness of the intermediate bar 4 described later, A U-clip insertion hole 1a is formed approximately in the center of the stop part 1, and a pair of connection pin insertion holes 2b, 2b are provided at the same phase on opposite side walls 2a, 2a of the connection part 2. A plurality of sets are bored at appropriate intervals along the length of the portion 2, and a perforated cutting line 3a is recessed between the locking portion 1 and the connecting portion 2.

4は、上記の如く構成された二つのジヨイント台3,3
間に亙って固定架着されるべき中間バーであって、一枚
の長尺扁平な鋼製帯状板4Aを、その長手方向両端部で
前記接続部2の長さとほぼ同一の長さに亙る部分4a、
4aを扁平状態のよ・にしておき、この両扁平部分4
a 、4 a間部分4Cを、その長手方向全長範囲にお
いて、上半部と下半部とを互いに逆方向にかつ夫々板巾
方向に対して垂直な横方向に比較的小さくプレス突出し
て耐引張補強用の実間部分4 d 、4 dを形成して
その全体の断面形状を縦長S字状となし、がっ、前記両
扁平部分4a、4aには連結ピン挿通孔4b、4bが、
バー4長手方向に沿って、前記接続部2における孔2b
、2bの隣接間隔よりも大なる間隔隔てて夫々複数個穿
設されである。
4 is two joint stands 3, 3 configured as described above.
An intermediate bar to be fixedly mounted between the two is a long and flat steel strip plate 4A having a length that is approximately the same as the length of the connecting portion 2 at both ends in the longitudinal direction. The crossing part 4a,
4a is in a flat state, and both flat parts 4
The upper half and the lower half of the portion 4C between a and 4 a are pressed to a relatively small extent in opposite directions and in the lateral direction perpendicular to the width direction of the plate in the entire length range in the longitudinal direction to make the part 4C tensile resistant. Reinforcing solid portions 4 d and 4 d are formed to have a vertically elongated S-shaped cross section, and connecting pin insertion holes 4 b and 4 b are formed in both flat portions 4 a and 4 a, respectively.
Along the longitudinal direction of the bar 4, the hole 2b in the connecting portion 2
, 2b are bored at intervals larger than the adjacent intervals.

この中間バー4の長手方向両端部の扁平部分4a、4a
を、夫々、二つのジヨイント台3,3における接続部2
,2に上方から内嵌し、夫々複数個ある7L4b、2a
、2a・・・・・・のうち適当なもの同志を位相合致さ
せて、それらに共通に頭付き連結ピン5゜5を挿入し、
三者4,3.3を互いに連結してセパレータAを構成す
る。
Flat portions 4a, 4a at both longitudinal ends of this intermediate bar 4
, respectively, the connection part 2 in the two joint stands 3, 3
, 2 from above, and there are multiple 7L4b and 2a, respectively.
, 2a..., match the phases of appropriate ones, and insert a headed connecting pin 5°5 into them in common.
The separator A is constructed by connecting the three members 4, 3.3 to each other.

このセパレータAを、その長手方向両端の係止部1,1
をして、上下に隣接するコンクリート型枠6.6・・・
・・・の周側板5a、5a・・・・・・の接当端面間に
挿入位置させた状態で、この周側板5a、5aの接当部
に上下方向で貫通形成したUクリップ挿通孔6b、6b
・・・・・・と係止部1,1の孔1a、1aとを位相合
致させ、これら各孔5a、5a、la・・・・・・に、
Uクリップ7.7を挿通係止して、隣接型枠6,6・・
・・・・同志の連結と同時に、連結された型枠6,6に
対してセパレータAを固定連結し、このセパレータAを
して対向型枠6,6・・・・・・を牽引支持させる。
This separator A is attached to the locking portions 1, 1 at both ends in the longitudinal direction.
6.6...
When inserted between the abutting end surfaces of the circumferential side plates 5a, 5a..., a U-clip insertion hole 6b is formed vertically through the abutting portion of the circumferential side plates 5a, 5a. , 6b
. . . and the holes 1a, 1a of the locking parts 1, 1 are made to match in phase, and these holes 5a, 5a, la, . . .
Insert and lock the U-clip 7.7 into the adjacent formwork 6, 6...
...At the same time as connecting the comrades, separator A is fixedly connected to the connected formworks 6, 6, and this separator A is used to pull and support the opposing formworks 6, 6... .

そして、対向型枠6,6・・・・・・間にコンクリート
を打設すると、これが硬化する間に、含有水分が上昇し
、これに伴なって、砂、セメント等のコンクリート成分
が降下する。
Then, when concrete is poured between the opposing formworks 6, 6, the moisture content rises while the concrete hardens, and along with this, concrete components such as sand and cement fall. .

この成分は中間バー4の前記中間部分4Cの外側面に沿
ってスムースに案内降下したのち、その下端面4e下方
にスムースに周り込み侵入することになり、中間バー4
の下方に空隙か生じることはない。
This component smoothly guides down along the outer surface of the intermediate portion 4C of the intermediate bar 4, and then smoothly wraps around and enters the lower end surface 4e of the intermediate portion 4C.
There will be no voids below.

ジヨイント台3,3については、コンクリート或分は、
その接続部2,2の対接両側壁2a、2a・・・・・・
の外側面に沿ってスムースに案内降下し、がつ両側壁2
a、2a・・・・・・の下端折り返し部に至ったとき、
この折り返し部の滑らかな彎曲外面に沿って、その下方
にスムースに周り込み侵入するため、ジヨイント台3,
3の下方にも空隙は生じない。
For joint stands 3 and 3, concrete or
Opposite side walls 2a, 2a of the connecting parts 2, 2...
Guided down smoothly along the outer surface of the
a, 2a...... When you reach the bottom folded part,
In order to smoothly go around and enter the lower part along the smooth curved outer surface of this folded part, the joint base 3,
No voids are formed below 3.

コンクリートの硬化後、型枠6・・・・・・を解体した
際、コンクリート壁面から露出している係止部1゜1を
、切断用線3a、3aで折り切る。
When the formwork 6 is dismantled after the concrete has hardened, the locking portion 1°1 exposed from the concrete wall surface is broken off along the cutting lines 3a, 3a.

セパレータAの長さは、連結ピン5,5を挿通すべき孔
4b、2b、2b・・・・・・の選択によって行なう。
The length of the separator A is determined by selecting the holes 4b, 2b, 2b, . . . into which the connecting pins 5, 5 are to be inserted.

第5図は、別の実施例に係り、帯状板4Aの中間部分4
Cの上端と下端とを、同一方向に夫々比較的小さくプレ
ス突出して耐引張補強用の実間部分4 d 、4 dを
形成して、その全体の断面形状を縦長C字状となしたも
のである。
FIG. 5 shows another embodiment of the intermediate portion 4 of the strip plate 4A.
The upper end and the lower end of C are pressed and protruded relatively small in the same direction to form actual portions 4 d and 4 d for tensile reinforcement, and the overall cross-sectional shape is a vertically long C-shape. It is.

これによる場合も、コンクリート成分のバー中間部分4
C下方への周り込み侵入は良好に行なわれる。
Also in this case, the middle part of the bar of the concrete component 4
C. The downward wrap-around intrusion is performed well.

尚、第6図は、中間バーの両側壁か゛巾方向で゛長く離
れた状態に構成された従来のものにおいて、その下方に
大きな空隙Sが発生している状態を示す。
FIG. 6 shows a conventional bar in which both side walls of the intermediate bar are separated by a long distance in the width direction, and a large gap S is generated below the bar.

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

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図は両端にジヨイント台を
接続し、かつ型枠に連結した状態の平面図、第2図は同
縦断側面図、第3図は第2図III −III線縦断正
面図、第4図は第2図IV−IV線縦断正面図、第5図
は別の実施例に係る、第4図に対応した縦断正面図であ
る。 尚、第6図は従来のものを示す縦断正面図である。 3・・・・・・ジヨイント台、4A・・・・・・帯状板
、4d・・・・・・実間部分、6・・・・・・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 plan view of the intermediate bar connected to the formwork with joint stands connected to both ends, and Fig. 2 is a longitudinal side view of the same. Figure 3 is a vertical sectional front view taken along the line III--III in Figure 2, Figure 4 is a vertical sectional front view taken along the line IV-IV in Figure 2, and Figure 5 is a longitudinal sectional view corresponding to Figure 4 according to another embodiment. It is a front view. Incidentally, FIG. 6 is a longitudinal sectional front view showing a conventional one. 3...Joint stand, 4A...Strip board, 4d...Real section, 6...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6,6の接当端面間に挿入される扁平
板状の係止部1を有するとともに後記中間バー4の板厚
とほぼ同程度の幅の空間部を形成した断面U字状の中間
バー接続部2を有する二つのジヨイント台3,3間に亙
って固定される中間バーであって、一枚の長尺扁平な帯
状板4Aを、その長手方向両端部で前記接続部2と連結
する部分4a、4aを扁平状態のままにしておき、中間
部分4Cを、横方向への突出量が小さく、かつ長平方向
に長い耐引張補強用の突曲部分4 d 、4 dを形成
し、更に、前記両扁平部分4 a 、4 aには連結ピ
ン挿通孔4 d 、4 dを、長手方向に沿って、所定
間隔隔てて夫々複数個穿設させ、前記二つのジヨイント
台3.3における接続部2,2に板幅方向を上下方向に
姿勢させて連結ピン5,5を介して互いに連結すべく構
成しであることを特徴とするコンクリート型枠用セパレ
ータの中間バー
It has a U-shaped cross section, which has a flat plate-shaped locking part 1 inserted between the abutting end surfaces of the concrete formworks 6, 6, and has a space having a width approximately the same as the thickness of the intermediate bar 4, which will be described later. An intermediate bar fixed between two joint stands 3, 3 having an intermediate bar connecting portion 2, which is a long flat strip plate 4A, connected to the connecting portion 2 at both ends in the longitudinal direction. The connecting portions 4a, 4a are left in a flat state, and the intermediate portion 4C is formed into protruding portions 4d, 4d for tensile reinforcement that have a small amount of protrusion in the lateral direction and are long in the longitudinal direction. Furthermore, a plurality of connecting pin insertion holes 4 d , 4 d are formed in both the flat portions 4 a , 4 a at predetermined intervals along the longitudinal direction, and the two joint stands 3 . Intermediate bar of a separator for concrete formwork, characterized in that the connecting parts 2, 2 in 3 are configured to be connected to each other via connecting pins 5, 5 with the board width direction facing up and down.
JP1977173883U 1977-12-21 1977-12-21 Intermediate bar of separator for concrete formwork Expired JPS5921233Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1977173883U JPS5921233Y2 (en) 1977-12-21 1977-12-21 Intermediate bar of separator for concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1977173883U JPS5921233Y2 (en) 1977-12-21 1977-12-21 Intermediate bar of separator for concrete formwork

Publications (2)

Publication Number Publication Date
JPS5496755U JPS5496755U (en) 1979-07-09
JPS5921233Y2 true JPS5921233Y2 (en) 1984-06-22

Family

ID=29179972

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1977173883U Expired JPS5921233Y2 (en) 1977-12-21 1977-12-21 Intermediate bar of separator for concrete formwork

Country Status (1)

Country Link
JP (1) JPS5921233Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4723642U (en) * 1971-04-07 1972-11-16

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49125531U (en) * 1973-02-17 1974-10-28

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4723642U (en) * 1971-04-07 1972-11-16

Also Published As

Publication number Publication date
JPS5496755U (en) 1979-07-09

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