JPS5854521Y2 - Intermediate bar of separator for concrete formwork - Google Patents

Intermediate bar of separator for concrete formwork

Info

Publication number
JPS5854521Y2
JPS5854521Y2 JP1977173881U JP17388177U JPS5854521Y2 JP S5854521 Y2 JPS5854521 Y2 JP S5854521Y2 JP 1977173881 U JP1977173881 U JP 1977173881U JP 17388177 U JP17388177 U JP 17388177U JP S5854521 Y2 JPS5854521 Y2 JP S5854521Y2
Authority
JP
Japan
Prior art keywords
intermediate bar
separator
concrete formwork
concrete
bar
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
JP1977173881U
Other languages
Japanese (ja)
Other versions
JPS5496753U (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 JP1977173881U priority Critical patent/JPS5854521Y2/en
Publication of JPS5496753U publication Critical patent/JPS5496753U/ja
Application granted granted Critical
Publication of JPS5854521Y2 publication Critical patent/JPS5854521Y2/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
状が上向き開口の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 a conventional intermediate bar of this kind, the strip plate has a U-shaped cross-section with an upward opening, 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 to the desired condition.

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
中間バー底部の下方に周り込み侵入できず、その結果、
底部の下方に、上昇した水分の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5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 volume of rising water was created below the bottom, reducing the strength of the hardened concrete wall (see Figure 5).

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、長手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、長手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 space equivalent to concrete pouring through the joint tables connected to both ends of the intermediate bar in the longitudinal direction. Although high tensile strength is required, 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 configure them in a U-shaped cross section in a separated state.

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。
In consideration of these problems, the present invention has been developed to achieve economical use of materials, have sufficient tensile strength, and avoid the formation of voids below the concrete during concrete pouring. It is intended to provide a 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、帯状板をその巾方向で二つに折り返してなる二枚重
ねのものから構成し、その長手方向に沿って所定の間隔
を隔ててその全長に互って多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
、該中間バーの両端側を前記一対の対向ジヨイント台に
接続連結するように構威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 two sheets, each of which is made by folding a strip plate in half in its width direction. A plurality of connecting pin insertion holes are formed in the intermediate bar, and both ends of the intermediate bar are connected to the pair of opposing joint bases by the connecting pins using the connecting pin insertion holes. It is characterized by

これによれば、両側壁が互いに対接していて、中間バー
全体の巾方向厚さが、従来のものに比し小さくなってい
るため、十分な耐引張強度は有しながらも、打設コンク
リートの硬化中において、水分上昇に伴って、両側壁の
外側面に沿って案内降下されてくるコンクリート成分を
、両側壁下端の折り返し部下面に沿ってその下方にスム
ースに周り込み侵入させることができ、前述の如き空隙
の発生が回避されるのである。
According to this, both side walls are in contact with each other, and the thickness of the entire intermediate bar in the width direction is smaller than that of the conventional bar, so while it has sufficient tensile strength, During the curing process, as the moisture content rises, the concrete components that are guided down along the outer surfaces of both walls can smoothly wrap around and penetrate below the folded lower surfaces of the lower ends of both walls. , the generation of voids as described above is 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
成し得るのである。
Therefore, hardened concrete walls can be constructed with great strength.

しかも、中間バー構成素材である帯状板は、従来のもの
より小さい巾のもので済み、材料面でのコストダウンを
図り得るのである。
Moreover, the width of the band-shaped plate that is the material forming the intermediate bar can be smaller than that of the conventional one, and it is possible to reduce the cost in terms of materials.

更に、本考案における中間バーは、前記のとおり、中間
バーの長手方向全長に互って連結ピン挿通孔を設けた構
成としであるので、打設コンクリートの厚さ即ちコンク
リート型枠間隔の大小に対応して唯一種類の中間バーで
あっても所要長さに任意に切断することによって便利に
用いることができる実用上の顕著な効果を有しているも
のである。
Furthermore, as mentioned above, the intermediate bar of the present invention has a structure in which connecting pin insertion holes are provided along the entire length of the intermediate bar in the longitudinal direction. Correspondingly, even a single type of intermediate bar has a significant practical effect, as it can be conveniently used by cutting it to any required length.

尚、折り返し部に、バー長手方向全長に亙る筒状部分を
一体形成しておけば、耐曲げ、耐捩り強度を確保できる
Incidentally, if a cylindrical portion extending over the entire length of the bar in the longitudinal direction is integrally formed in the folded portion, bending resistance and torsion resistance can be ensured.

この場合、筒状部分の外周面は滑らかな円弧状になって
いるため、その下方に対するコンクリート成分の周り込
み侵入には支障がない。
In this case, since the outer circumferential surface of the cylindrical portion has a smooth arc shape, there is no problem with the concrete component entering the circumferential surface downwardly.

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

一端に、上下に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、かつ、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。
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, and the other end has an intermediate bar with an upwardly opening U-shaped cross section. In a joint base 3 made of steel or stainless steel having a connecting portion 2, a U-clip insertion hole 1a is bored approximately in the center of the locking portion 1, and opposite side walls 2a, 2a of the connecting portion 2 are provided. A plurality of pairs of connecting pin insertion holes 2b, 2b are bored at the same phase position at appropriate intervals along the longitudinal direction of the connecting part 2, and between the locking part 1 and the connecting part 2. , a perforation-like cutting line 3a is recessed.

4は、上記の如く構成された二つのジヨイント台3,3
間に互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、その巾方向中間で二つ
に折り返してその折り返し両側壁4a、4aを、互いに
重ね合わせ対接して構威しである。
4 is two joint stands 3, 3 configured as described above.
An intermediate bar that is to be fixedly attached to each other in between is a long flat steel strip plate 4A, which is folded in two at the middle in the width direction, and the folded side walls 4a, 4a are They are arranged so that they overlap and face each other.

この中間バー4の対接両側壁4a、4aには、同一位相
個所に一対の連結ピン挿通孔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複数組穿設されである。
A pair of connecting pin insertion holes 4b, 4b are formed in the opposing side walls 4a, 4a of the intermediate bar 4 at the same phase position along the longitudinal direction of the bar 4, at an interval between the adjacent holes 2b, 2b in the connecting portion 2. A plurality of sets are drilled at intervals larger than that.

この中間バー4の長手方向両端部を、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
、夫々複数組ある一対の孔4b、4b、2b、2b・・
・・・・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。
Both ends of the intermediate bar 4 in the longitudinal direction are fitted from above into the connection parts 2, 2 of the two joint stands 3, 3, respectively, and are inserted into a plurality of pairs of holes 4b, 4b, 2b, 2b, .
Match the phases of appropriate ones among them, insert the headed connecting pins 5, 5 in common, and connect the three parts 4, 3.
.. 3 are connected to each other to constitute a separator A.

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5 a 、5 a・・・・・・の接当端
面間に挿入位置させた状態で、この周側板5 a 、5
a・・・・・・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、これら基孔6b、6
b、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...
The peripheral side plates 5 a , 5 a ... are inserted between the abutting end surfaces of the peripheral side plates 5 a , 5 a .
U formed through the abutment part of a in the vertical direction
Clip insertion holes 6b, 6b... and locking parts 1, 1
The holes 1a, 1a are phase matched, and these base holes 6b, 6
Insert and lock the U clips 7.7 into b, la..., and connect the adjacent formworks 6゜6...to the connected formworks 6, 6 at the same time. A separator A is fixedly connected to the opposing formwork 6, 6, and so on.
...to be towed and supported.

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
が下降する。
Then, when concrete is placed 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の対接両側壁4a、4aの外側面
に沿ってスムースに案内降下し、かつ両側壁4 a 、
4 a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
り込み侵入することになり、中間バー4の下方に空隙が
生じることはない。
This component is smoothly guided down along the outer surfaces of the opposite side walls 4a, 4a of the intermediate bar 4, and the both side walls 4a,
When reaching the lower end folded part of 4a, it smoothly wraps around and enters below the folded part along the smooth curved outer surface of the folded part, and no gap is created below the intermediate bar 4.

ジヨイント台3,3についても同様で゛ある。The same applies to the joint stands 3, 3.

尚、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。
Note that when the formwork 6 is dismantled after the concrete has hardened, the locking portions 1 exposed from the concrete wall will be removed.
1 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4
b、4 b、2 b、2 b・・・・・・の選択によ
って行なつ0 第4図は、別の実施例に係り、帯状板4Aの下端折り返
し部に、バー4長手方向全長に亙る筒状部分4Cを一体
形成したものである。
The length of separator A is 4 through which the connecting pins 5, 5 should be inserted.
This is done by selecting b, 4 b, 2 b, 2 b... The cylindrical portion 4C is integrally formed.

これによる場合も、コンクリート成分のバー4下方への
周り込み侵入は良好に行なわれる。
In this case as well, the concrete components can effectively wrap around and enter the lower part of the bar 4.

第5図は、中間バーの両側壁4 a’、4 a’が巾方
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. 5 shows a conventional bar in which both side walls 4a', 4a' of the intermediate bar are configured to be long apart in the width direction.
It shows a state where a large gap S is generated below it.

【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図は別の実施例に係る縦断正面図である。 尚、第5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
、4C・・・・・・筒状部分、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. FIG. 3 is a longitudinal sectional front view taken along the line III-III in FIG. 2, and FIG. 4 is a longitudinal sectional front view according to another embodiment. Incidentally, FIG. 5 is a longitudinal sectional front view showing a conventional one. 3... Joint stand, 4A... Strip plate, 4C... Cylindrical part, 6... Concrete formwork.

Claims (1)

【実用新案登録請求の範囲】 ■ コンクリート型枠6に対して係止固定可能な一対の
対向ジヨイント台3,3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であって、帯状板
4Aをその巾方向で二つに折り返してなる二枚重ねのも
のから構成し、その長手方向に沿って所定の間隔を隔て
てその全長に亙って多数個の連結ピン挿通孔4b、4b
・・・・・・を穿設し、この連結ピン挿通孔4b、4b
を利用して連結ピンによって、該中間バーの両端側を前
記一対の対向ジヨイント台3,3に接続連結するように
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。 ■ 前記帯状板4Aの折り返し部には、バー長手方向の
全長に互って、筒状部分4Cが一体形成されている実用
新案登録請求の範囲第■項記載のコンクリート型枠用セ
パレータの中間バー
[Scope of Claim for Utility Model Registration] ■ An intermediate bar of a separator for concrete formwork that is fixedly mounted between a pair of opposing joint stands 3, 3 that can be locked and fixed to the concrete formwork 6, , consists of a two-layered sheet formed by folding the strip plate 4A in half in its width direction, and has a large number of connecting pin insertion holes 4b, 4b along its entire length at predetermined intervals along its longitudinal direction.
. . . are bored, and these connecting pin insertion holes 4b, 4b
An intermediate bar for a separator for concrete formwork, characterized in that both ends of the intermediate bar are connected to the pair of opposing joint stands 3, 3 by means of connecting pins. ■ The intermediate bar of the separator for concrete formwork according to the utility model registration claim 2, in which cylindrical portions 4C are integrally formed in the folded portion of the band plate 4A along the entire length of the bar in the longitudinal direction.
JP1977173881U 1977-12-21 1977-12-21 Intermediate bar of separator for concrete formwork Expired JPS5854521Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1977173881U JPS5854521Y2 (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
JP1977173881U JPS5854521Y2 (en) 1977-12-21 1977-12-21 Intermediate bar of separator for concrete formwork

Publications (2)

Publication Number Publication Date
JPS5496753U JPS5496753U (en) 1979-07-09
JPS5854521Y2 true JPS5854521Y2 (en) 1983-12-12

Family

ID=29179968

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1977173881U Expired JPS5854521Y2 (en) 1977-12-21 1977-12-21 Intermediate bar of separator for concrete formwork

Country Status (1)

Country Link
JP (1) JPS5854521Y2 (en)

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

Also Published As

Publication number Publication date
JPS5496753U (en) 1979-07-09

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