JPH0620839Y2 - Concrete formwork - Google Patents

Concrete formwork

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Publication number
JPH0620839Y2
JPH0620839Y2 JP1986191486U JP19148686U JPH0620839Y2 JP H0620839 Y2 JPH0620839 Y2 JP H0620839Y2 JP 1986191486 U JP1986191486 U JP 1986191486U JP 19148686 U JP19148686 U JP 19148686U JP H0620839 Y2 JPH0620839 Y2 JP H0620839Y2
Authority
JP
Japan
Prior art keywords
concrete
adhesion
formwork
web
preventing member
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 - Lifetime
Application number
JP1986191486U
Other languages
Japanese (ja)
Other versions
JPS6396156U (en
Inventor
捷也 鈴木
Original Assignee
株式会社エヌ・エス・ピー
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 株式会社エヌ・エス・ピー filed Critical 株式会社エヌ・エス・ピー
Priority to JP1986191486U priority Critical patent/JPH0620839Y2/en
Publication of JPS6396156U publication Critical patent/JPS6396156U/ja
Application granted granted Critical
Publication of JPH0620839Y2 publication Critical patent/JPH0620839Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 考案の目的 (産業上の利用分野) この考案はコンクリート型枠に関するものである。[Detailed Description of the Invention] Purpose of the Invention (Field of Industrial Application) This invention relates to a concrete formwork.

(従来の技術) 一般に布基礎コンクリートの打設に使用される型枠は、
型枠本体の上下両端部にコンクリート成型面と反対側に
向くウェブが設けられ、このウェブの端縁には型枠本体
と平行にリブが設けられ補強枠となっている。このた
め、コンクリート打設時に型枠本体、ウェブ及びリブに
より形成される補強枠内にコンクリートが付着して固化
すると、型枠の重量が重くなって型枠の取外し時におけ
る取扱いが行い難くなるという問題点がある。又、ウェ
ブにはリブが形成されているため、この固化したコンク
リートの除去作業にも手間を要するという問題点があっ
た。
(Prior Art) Generally, the formwork used for placing the cloth foundation concrete is
Webs facing the side opposite to the concrete molding surface are provided at both upper and lower ends of the mold body, and ribs are provided at the end edges of the webs in parallel with the mold body to form a reinforcing frame. For this reason, when concrete adheres and solidifies in the reinforcing frame formed by the form body, web and ribs when pouring concrete, the weight of the form becomes heavy and it becomes difficult to handle when removing the form. There is a problem. Further, since the web is formed with ribs, there is a problem that it takes time to remove the solidified concrete.

上記問題点を解決するため、従来、型枠本体の上下両端
部にウェブを一体に形成するとともに、型枠本体とウェ
ブの端縁との間にはリブに連続して付着防止板を固設
し、コンクリート打設時にウェブに付着固化したコンク
リートの除去作業を容易に行い得るようにした型枠が、
実開昭59−32050号公報、実開昭59−5194
9号公報、実開昭61−25446号公報、特公昭59
−27818号公報あるいは登録意匠第688959号
公報等において示されている。又、実開昭59−320
50号公報、実開昭59−51949号公報、特公昭5
9−27818号公報あるいは登録意匠第688959
号公報等において示された型枠の付着防止板は斜状に設
けられている。
In order to solve the above-mentioned problems, conventionally, webs are integrally formed at both upper and lower end portions of a mold body, and an anti-adhesion plate is fixedly provided between the mold body and the edge of the web in a continuous manner with ribs. However, a formwork that enables easy removal of concrete that has adhered to the web and solidified during concrete placement is
Japanese Utility Model Publication No. 59-3050, Japanese Utility Model Publication 59-5194.
No. 9, JP 61-25446, JP 59
No. 27818 or registered design No. 688959. Also, the actual development sho 59-320
Japanese Patent Publication No. 50, Japanese Utility Model Publication No. 59-51949, Japanese Patent Publication No. 5
No. 9-27818 or registered design 688959
The plate attachment prevention plate shown in Japanese Patent Laid-Open Publications and the like is provided obliquely.

(考案が解決しようとする問題点) ところが、上記従来の型枠は型枠下部のウェブに付着防
止板が固設されているため、複数の型枠を上下に段積み
して上部型枠と下部型枠とを挾持具により挾持固定でき
ず、これらの型枠だけを使用してその上下長よりも高い
立ち上がり部の打設を行えない。又、実開昭59−32
050号公報、実開昭59−51949号公報、実開昭
61−25446号公報あるいは登録意匠第68895
9号公報等において示されている型枠はその運搬時に付
着防止板を設けた側に指を掛けることができないため、
操作性が悪く、作業能率が低下するという問題点があ
る。
(Problems to be solved by the invention) However, in the above-mentioned conventional formwork, since the anti-adhesion plate is fixedly installed on the web under the formwork, a plurality of formworks are stacked vertically to form an upper formwork. The lower formwork and the lower formwork cannot be held and fixed by a holding tool, and it is not possible to place a rising portion higher than the vertical length by using only these formwork. Also, the actual development number 59-32
No. 050, No. 59-51949, No. 61-25446, or Registered Design No. 68895.
In the case of the formwork shown in Japanese Patent No. 9 etc., it is not possible to put a finger on the side provided with the adhesion prevention plate during transportation,
There is a problem that the operability is poor and the work efficiency is reduced.

考案の構成 (問題点を解決するための手段) この考案は前記問題点を解決するために、外側面を平板
状のコンクリート成型面とした型枠本体の上下対向する
両端縁にコンクリート成型面の反対側へ向くウェブと、
該ウェブの全長にわたりコンクリート成型面と平行に折
曲げ形成したリブとにより構成される補強枠を設けたコ
ンクリート型枠において、 前記補強枠へのコンクリートの付着を防止するための付
着防止部材を、所望時には補強枠の上面を覆い、所望時
以外には覆わない状態にと着脱可能に設け、前記付着防
止部材を取外した時に型枠本体を段積み可能としたもの
である。
Configuration of the Invention (Means for Solving the Problems) In order to solve the above-mentioned problems, the present invention uses a concrete molding surface as a flat concrete molding surface on the outer surface of a concrete molding surface at both upper and lower opposite edges. The web that goes to the other side,
In a concrete formwork provided with a reinforcing frame constituted by ribs formed by bending parallel to the concrete molding surface over the entire length of the web, an adhesion preventing member for preventing adhesion of concrete to the reinforcing frame is desired. Sometimes, the upper surface of the reinforcing frame is covered, and it is detachably provided so that it is not covered except when desired, and when the adhesion preventing member is removed, the form frame bodies can be stacked.

(作用) 従って、コンクリート打設作業に際し、付着防止部材を
補強枠上面を覆う状態にしておくと、打設時に付着防止
部材上に落ちたコンクリートの一部をこの付着防止部材
に沿って滑り落とすことができ、付着したまま固化した
コンクリートは付着防止部材を補強枠上面を覆わない状
態にすることにより容易に除去することができる。
(Operation) Therefore, during the concrete pouring work, if the adhesion preventing member is in a state of covering the upper surface of the reinforcing frame, a part of the concrete dropped on the adhesion preventing member at the time of pouring will be slid off along the adhesion preventing member. It is possible to remove concrete that has adhered and solidified by making the adhesion preventing member not cover the upper surface of the reinforcing frame.

又、この型枠の上下長よりも高い立ち上がり部を打設す
る場合には、複数の型枠を段積みするとともに、ベース
コンクリート上に配置される最下段の型枠のみ付着防止
部材により補強枠の上面を覆い、それ以外の型枠は付着
防止部材により補強枠の上面を覆わず、挾持具により上
下両型枠の対接する両補強枠を強固に固定することがで
きる。
Also, when placing a rising part that is higher than the vertical length of this formwork, a plurality of formwork is stacked and only the bottommost formwork placed on the base concrete is reinforced by the adhesion prevention member. It is possible to firmly fix both upper and lower reinforcing frames, which are in contact with each other, by the holding tool without covering the upper surface of the reinforcing frame with the adhesion preventing member.

さらに、この型枠の運搬時には付着防止部材により補強
枠を覆わない状態にすることにより、型枠の両補強枠の
どちらにも指を掛けることができるため、操作性が良
く、作業能率の低下を防止できる。
Furthermore, by keeping the reinforcement frame not covered by the anti-adhesion member during transportation of this formwork, it is possible to put a finger on either of the reinforcement frames of the formwork, resulting in good operability and reduced work efficiency. Can be prevented.

(実施例) 以下、この考案を具体化した一実施例を第1〜3図に従
って説明すると、平板状の鋼等の金属板により外側面を
コンクリート成型面2とする型枠本体1の上下両端縁に
はその全長にわたりコンクリート成型面2と反対側へ向
かってウェブ3が折曲形成されるとともに、そのウェブ
3の全長にわたりコンクリート成型面2と平行をなすリ
ブ4が折曲され、ウェブ3とリブ4とにより補強枠5が
形成されている。
(Embodiment) An embodiment embodying the present invention will be described below with reference to FIGS. 1 to 3. Upper and lower ends of a frame body 1 whose outer surface is a concrete molding surface 2 made of a flat metal plate such as steel. A web 3 is formed along the entire length of the edge toward the side opposite to the concrete forming surface 2, and a rib 4 that is parallel to the concrete forming surface 2 is formed along the entire length of the web 3 to form a web 3. A reinforcing frame 5 is formed by the rib 4.

型枠本体1の裏面両側端には連結孔6を有する角パイプ
状の連結部材7がそれぞれ溶接固定されている。一方の
連結部材7と対向して型枠本体1にはガイド板8が溶接
固定され、そのガイド板8には前記連結孔6と対応する
ガイド孔9が透設されている。連結孔6及びガイド孔9
には連結棒10aが挿通支持され、その連結棒10aに
はU字形の挾持棒10bが止着されており、連結棒10
aと挾持棒10bとで隣接するコンクリート型枠(図示
略)と連結するための連結ピン10が構成されている。
Square pipe-shaped connecting members 7 each having a connecting hole 6 are welded and fixed to both ends of the back surface of the mold body 1. A guide plate 8 is welded and fixed to the mold body 1 so as to face one of the connecting members 7, and a guide hole 9 corresponding to the connecting hole 6 is transparently provided in the guide plate 8. Connection hole 6 and guide hole 9
A connecting rod 10a is inserted into and supported by the connecting rod 10a, and a U-shaped holding rod 10b is fixed to the connecting rod 10a.
The connecting pin 10 for connecting the adjoining concrete formwork (not shown) is constituted by "a" and the holding rod 10b.

又、型枠本体1の裏面中間部には補強部材11が所定間
隔をおいて溶接固定され、これら補強部材11の上下両
端上部は前記ウェブ3に当接されている。
Reinforcing members 11 are welded and fixed to the middle portion of the back surface of the formwork body 1 at predetermined intervals, and upper and lower ends of the reinforcing members 11 are in contact with the web 3.

第1図に示すように、型枠には各補強部材11間、及び
連結部材7と補強部材11との間において補強枠5への
コンクリートの付着を防止するための付着防止部材12
が着脱可能に取付けられている。すなわち第2図に示す
ように、この付着防止部材12は鋼等の金属板により形
成され、平板状の本体部12aと、その対向する両側縁
に折曲された一対の脚12b,12cとを有する。な
お、付着防止部材12は木材、樹脂等により形成しても
よい。脚12bは脚12cよりも高く形成され、この付
着防止部材12を型枠に取付けた状態で本体部12aを
リブ4側に下がる斜状となるようにしている。脚12c
には所定の間隔をおいて係合突起13が突設され、この
係合突起13と前記リブ4に設けた係合孔14との係合
により付着防止部材12を取付状態に保持するようにな
っている。又、脚12bは本体部12aに対して鈍角状
をなし、その弾性に抗して付着防止部材12を型枠本体
1とリブ4との間に挾入することにより、付着防止部材
12を安定した状態で取付けることができる。
As shown in FIG. 1, the formwork has an adhesion prevention member 12 for preventing concrete from adhering to the reinforcement frame 5 between the reinforcement members 11 and between the connecting member 7 and the reinforcement member 11.
Is detachably attached. That is, as shown in FIG. 2, the adhesion preventing member 12 is formed of a metal plate such as steel, and has a flat plate-shaped main body 12a and a pair of legs 12b and 12c bent at opposite side edges thereof. Have. The adhesion preventing member 12 may be made of wood, resin, or the like. The leg 12b is formed higher than the leg 12c, and the main body portion 12a is formed in an oblique shape that is lowered toward the rib 4 side in a state where the adhesion preventing member 12 is attached to the mold. Leg 12c
Engagement protrusions 13 are provided at predetermined intervals on the ribs, and the engagement prevention members 12 are held in the attached state by the engagement between the engagement protrusions 13 and the engagement holes 14 formed in the ribs 4. Has become. Further, the leg 12b forms an obtuse angle with respect to the main body portion 12a, and the adhesion prevention member 12 is stabilized by inserting the adhesion prevention member 12 between the mold main body 1 and the rib 4 against its elasticity. It can be installed in the installed state.

さて、上記のように構成されたコンクリート型枠を使用
して布基礎部のコンクリート打設を行うには、第1図に
示すようにベースコンクリート(図示略)上に設置され
る補強枠5の上面を覆うように付着防止部材12を取付
けておき、連結ピン10により隣接する型枠を連結して
所定の枠組作業を行う。この後、コンクリートを打設す
るのであるが、この打設時に付着防止部材12上に落ち
たコンクリートはその大部分が斜状の本体部12aに沿
って滑り落ちる。このとき、付着防止部材12に付着し
たまま固化したコンクリートは、付着防止部材12を取
外すことにより容易に除去することができる。従って、
型枠が付着コンクリートにより重くなるのを防止でき、
又、上下両補強枠5のどちらにも指を掛けることができ
るので、コンクリート打設時、運搬時等における作業性
の低下を防止できる。
Now, in order to perform concrete placing of the cloth foundation using the concrete formwork constructed as described above, as shown in FIG. 1, the reinforcement frame 5 installed on the base concrete (not shown) The adhesion preventing member 12 is attached so as to cover the upper surface, and adjacent formwork is connected by the connecting pin 10 to perform a predetermined framing work. After that, concrete is poured, and most of the concrete that has fallen onto the adhesion preventing member 12 at this time of sliding falls off along the inclined main body portion 12a. At this time, the concrete that has been solidified while being attached to the adhesion preventing member 12 can be easily removed by removing the adhesion preventing member 12. Therefore,
It is possible to prevent the formwork from becoming heavy due to the attached concrete,
Further, since it is possible to hang a finger on both the upper and lower reinforcing frames 5, it is possible to prevent the workability from being lowered during concrete pouring or transportation.

又、型枠本体1の上下長よりも高い立ち上がり部の打設
に際しては、例えば第3図に示すように、2枚の型枠を
段積みするとともに、上段の型枠の補強枠5には付着防
止部材12を取付けず、ベースコンクリート上に設置さ
れる下段の型枠の補強枠5にのみ付着防止部材12を取
付ければ、挾持具15(本願出願人による実願昭57−
75288号参照等)により上段型枠の下部ウェブ3
と、下段型枠の上部ウェブ3とを強固に固定することが
できる。
Further, when placing a rising portion that is higher than the vertical length of the mold body 1, for example, as shown in FIG. 3, two molds are stacked and the reinforcing frame 5 of the upper mold is mounted. If the anti-adhesion member 12 is not attached and only the anti-adhesion member 12 is attached to the reinforcing frame 5 of the lower formwork installed on the base concrete, the gripping tool 15 (actual application 57-
75288, etc.), the lower web 3 of the upper mold
And the upper web 3 of the lower mold can be firmly fixed.

なお、この考案は次のように実施してもよい。In addition, this invention may be implemented as follows.

(1)第4図に示すように、リブ4にはその全長にわた
り型枠本体1側へ突出する突条16を設けるとともに、
付着防止部材12の脚12cには前記突条16に対応す
る係合凹部17を形成して付着防止部材12の取付けを
行うように構成すること。
(1) As shown in FIG. 4, the rib 4 is provided with a ridge 16 projecting toward the mold body 1 side over its entire length, and
The leg 12c of the anti-adhesion member 12 is formed with an engaging recess 17 corresponding to the protrusion 16 so that the anti-adhesion member 12 can be attached.

(2)第5図に示すように、付着防止部材12の両脚1
2b,12cを本体部12aに対して鈍角状に折曲し、
付着防止部材12を両脚12b,12cの弾性力により
型枠本体1とリブ4との間に安定した状態で挾入保持す
るように構成すること。
(2) As shown in FIG. 5, both legs 1 of the adhesion prevention member 12
2b and 12c are bent at an obtuse angle with respect to the main body 12a,
The anti-adhesion member 12 should be constructed so as to be inserted and held in a stable state between the mold body 1 and the rib 4 by the elastic force of the legs 12b and 12c.

(3)第6図に示すように、型枠本体1の裏面にウェブ
3側へ向かう斜状の弾性変形可能な係止片18を溶着
し、この係止片18により付着防止部材12を支持する
ように構成すること。又、この係止片18は補強部材1
1の内側面に設けてもよい。
(3) As shown in FIG. 6, a slanting elastically deformable locking piece 18 toward the web 3 side is welded to the back surface of the mold body 1, and the adhesion preventing member 12 is supported by this locking piece 18. Be configured to do so. Further, the locking piece 18 is the reinforcing member 1.
It may be provided on the inner side surface of 1.

(4)第7図に示すように、型枠のリブ4に切込みを入
れてウェブ3側へ向かう斜状の係止片19を折曲形成す
るとともに、付着防止部材12の脚12cには前記係止
片19が係止される透孔20を形成すること。
(4) As shown in FIG. 7, notches are formed in the ribs 4 of the form to bend the oblique locking pieces 19 toward the web 3 side, and the legs 12c of the adhesion preventing member 12 are provided with the above-mentioned parts. Form a through hole 20 in which the locking piece 19 is locked.

(5)第8図に示すように、各補強部材11に挿通孔2
1を設け、付着防止部材12を型枠本体1とリブ4との
間に挾入した後、前記挿通孔21間に支持ロッド22を
挿通して付着防止部材12の取付状態を安定化するこ
と。
(5) As shown in FIG. 8, the through hole 2 is formed in each reinforcing member 11.
1 is provided, and the adhesion prevention member 12 is inserted between the mold body 1 and the rib 4, and then the support rod 22 is inserted between the insertion holes 21 to stabilize the attachment state of the adhesion prevention member 12. .

(6)第9図に示すように、角パイプ状の補強部材11
を備えた型枠に具体化すること。この第9図の例では補
強部材11に軸孔23を形成し、付着防止部材12を本
体部12aと、本体部12aの一側縁に折曲した脚12
bと、本体部12aの他端縁に曲げ形成した軸受部12
dとにより構成している。そして、この付着防止部材1
2は、前記軸受部12dに遊挿されかつその両端部から
突出する軸24を前記軸孔23に支持することにより取
付けられる。
(6) As shown in FIG. 9, a rectangular pipe-shaped reinforcing member 11
Incorporate into a formwork with. In the example of FIG. 9, a shaft hole 23 is formed in the reinforcing member 11, and the adhesion preventing member 12 is bent to the main body portion 12a and one side edge of the main body portion 12a.
b and the bearing portion 12 formed by bending the other end edge of the main body portion 12a
and d. And this adhesion prevention member 1
2 is mounted by supporting a shaft 24, which is loosely inserted in the bearing 12d and protrudes from both ends thereof, in the shaft hole 23.

(7)第10図に示すように、連結部材12を本体部1
2aと脚12bとにより構成し、本体部12aの一側端
縁と連結部材7又は補強部材11との間に蝶番30を設
けること。この例では、付着防止部材12を同図実線で
示すようにウェブ3の上面を覆う状態と、同図二点鎖線
で示すように連結部材7又は補強部材11に沿うように
起立させてウェブ3の上面を覆わない状態とに着脱可能
にしており、付着防止部材12を起立状態に配置すれ
ば、複数の型枠を段積みして前記挾持具15により固定
することができ、付着防止部材12を型枠から取外す必
要はない。
(7) As shown in FIG. 10, connect the connecting member 12 to the main body 1
2a and legs 12b, and a hinge 30 is provided between one side edge of the main body 12a and the connecting member 7 or the reinforcing member 11. In this example, the anti-adhesion member 12 covers the upper surface of the web 3 as shown by the solid line in the figure, and stands up along the connecting member 7 or the reinforcing member 11 as shown by the chain double-dashed line in the figure. If the attachment preventing member 12 is arranged in a standing state, the plurality of molds can be stacked and fixed by the holding tool 15, and the attachment preventing member 12 can be attached. Need not be removed from the formwork.

(8)第10図の例における蝶番の取付位置を付着防止
部材12の本体部12aと型枠のリブ4との間とし、リ
ブ4を中心として付着防止部材12を開閉可能に設ける
こと。この例では蝶番を固着するねじを外すことにより
付着防止部材12が取外される。
(8) The attachment position of the hinge in the example of FIG. 10 is between the main body portion 12a of the adhesion preventing member 12 and the rib 4 of the form, and the adhesion preventing member 12 is provided so as to be openable and closable around the rib 4. In this example, the anti-adhesion member 12 is removed by removing the screw fixing the hinge.

(9)第11図に示すように、付着防止部材12を木
材、ゴム、樹脂(特に発砲樹脂)、あるいはアルミニウ
ム等の軽金属等により形成し、この付着防止部材12を
型枠本体1とリブ4との間に収容した後、リブ4にビス
25により固着すること。なお、ウェブ3の下面側から
ビスにより固着してもよい。
(9) As shown in FIG. 11, the adhesion preventing member 12 is made of wood, rubber, resin (particularly foaming resin), or a light metal such as aluminum. After it is housed between the ribs, it is fixed to the ribs 4 with screws 25. The web 3 may be fixed from the lower surface side with screws.

(10)コンクリート成型面を、例えば平面L状に形成
したコーナー用型枠に具体化すること。
(10) The concrete molding surface is embodied as a corner mold having a plane L shape, for example.

(11)付着防止部材12を、磁性を有する鋼等の金属
板により本体部のみからなる構成とし、この付着防止部
材12を磁力によりウェブ3に取付けること。
(11) The anti-adhesion member 12 is made of a metal plate such as steel having magnetism and is composed of only the main body, and the anti-adhesion member 12 is attached to the web 3 by magnetic force.

(考案の効果) 以上の構成を採用したことによりこの考案では、付着防
止部材に付着したまま固化したコンクリートは、付着防
止部材を取外し補強枠の上面を覆わない状態にすること
により容易に除去できる。複数の型枠を容易に段積みが
可能である。型枠の上下を問わず指を掛けることができ
るので操作上、作業性が良好である。
(Advantages of the Invention) With the above configuration, in the present invention, the concrete that has adhered to the adhesion preventing member and is solidified can be easily removed by removing the adhesion preventing member so that the upper surface of the reinforcing frame is not covered. . It is possible to stack multiple formwork easily. Since the fingers can be hung on the top and bottom of the mold, the workability is good in operation.

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

第1図はこの考案を具体化した一実施例を示す斜視図、
第2図は付着防止部材の取付けを示す要部分解斜視図、
第3図は型枠を段積みした状態を示す側断面図、第4〜
11図はそれぞれこの考案の別例を示し、第4〜7図、
第9図及び第11図は付着防止部材の取付けを示す要部
分解斜視図、第8,10図は付着防止部材の取付状態を
示す要部斜視図である。 型枠本体1、コンクリート成型面2、ウェブ3、付着防
止部材12。
FIG. 1 is a perspective view showing an embodiment embodying the present invention,
FIG. 2 is an exploded perspective view of an essential part showing attachment of an adhesion preventing member,
FIG. 3 is a side sectional view showing a state in which molds are stacked,
FIG. 11 shows another example of this invention, and FIGS.
FIG. 9 and FIG. 11 are exploded perspective views of essential parts showing the attachment of the adhesion preventing member, and FIGS. 8 and 10 are perspective views of essential parts showing the attachment state of the adhesion preventing member. Form body 1, concrete molding surface 2, web 3, adhesion preventing member 12.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】外側面を平板状のコンクリート成型面
(2)とした型枠本体(1)の上下対向する両端縁にコ
ンクリート成型面(2)の反対側へ向くウェブ(3)
と、該ウェブ(3)の全長にわたりコンクリート成型面
(2)と平行に折曲げ形成したリブ(4)とにより構成
される補強枠(5)を設けたコンクリート型枠におい
て、 前記補強枠(5)へのコンクリートの付着を防止するた
めの付着防止部材(12)を、所望時には補強枠(5)
の上面を覆い、所望時以外には覆わない状態にと着脱可
能に設け、前記付着防止部材(12)を取外した時に型
枠本体(1)を段積み可能としたことを特徴とするコン
クリート型枠。
1. A web (3) facing the opposite side of the concrete molding surface (2) at the vertically opposite end edges of a form body (1) having an outer surface having a flat concrete molding surface (2).
And a reinforcing frame (5) constituted by a rib (4) bent in parallel with the concrete molding surface (2) over the entire length of the web (3), the reinforcing frame (5 ), An adhesion prevention member (12) for preventing the adhesion of concrete to the reinforcing frame (5)
A concrete mold that covers the upper surface of the mold and is detachably provided so that it is not covered except when desired, and the mold body (1) can be stacked when the adhesion preventing member (12) is removed. frame.
JP1986191486U 1986-12-11 1986-12-11 Concrete formwork Expired - Lifetime JPH0620839Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986191486U JPH0620839Y2 (en) 1986-12-11 1986-12-11 Concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986191486U JPH0620839Y2 (en) 1986-12-11 1986-12-11 Concrete formwork

Publications (2)

Publication Number Publication Date
JPS6396156U JPS6396156U (en) 1988-06-21
JPH0620839Y2 true JPH0620839Y2 (en) 1994-06-01

Family

ID=31145676

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986191486U Expired - Lifetime JPH0620839Y2 (en) 1986-12-11 1986-12-11 Concrete formwork

Country Status (1)

Country Link
JP (1) JPH0620839Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5259321B2 (en) * 2008-09-26 2013-08-07 岡部株式会社 Formwork corner clamp

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5932050U (en) * 1982-08-25 1984-02-28 オ−エム工業株式会社 steel formwork

Also Published As

Publication number Publication date
JPS6396156U (en) 1988-06-21

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