JPH0640269Y2 - Concrete formwork - Google Patents

Concrete formwork

Info

Publication number
JPH0640269Y2
JPH0640269Y2 JP1989011341U JP1134189U JPH0640269Y2 JP H0640269 Y2 JPH0640269 Y2 JP H0640269Y2 JP 1989011341 U JP1989011341 U JP 1989011341U JP 1134189 U JP1134189 U JP 1134189U JP H0640269 Y2 JPH0640269 Y2 JP H0640269Y2
Authority
JP
Japan
Prior art keywords
concrete
face plate
adhesion preventing
preventing member
main body
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 - Fee Related
Application number
JP1989011341U
Other languages
Japanese (ja)
Other versions
JPH02101947U (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 JP1989011341U priority Critical patent/JPH0640269Y2/en
Publication of JPH02101947U publication Critical patent/JPH02101947U/ja
Application granted granted Critical
Publication of JPH0640269Y2 publication Critical patent/JPH0640269Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 [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 [Industrial field of application] The present invention relates to a concrete formwork.

[従来の技術] 例えば、布基礎コンクリートの打設に使用される型枠
は、面板のコンクリート成形面と反対側の上下両縁にウ
ェブとリブとより補強用の棧が設けられている。このた
め、コンクリート打設時に面板と下棧のウエブ及びリブ
とにより形成される凹部内にコンクリートが付着し易
く、それが固化すると重量が増して取り扱いが困難にな
るという問題があった。従って、この付着コンクリート
の除去が必要であるが、前記のように凹部内のコンクリ
ートの除去作業は当然のことながら手間を要するという
問題もあった。
[Prior Art] For example, a formwork used for placing cloth-based concrete has webs, ribs, and a reinforcing rod on both upper and lower edges of the face plate opposite to the concrete forming surface. For this reason, there is a problem that concrete tends to adhere to the concave portion formed by the face plate and the web and ribs of the lower casing during concrete pouring, and when it solidifies, the weight increases and handling becomes difficult. Therefore, it is necessary to remove the adhering concrete, but as described above, there is also a problem that the work of removing the concrete in the recess is naturally time-consuming.

上記問題点を解決するため、従来下棧のリブの端縁から
面板に向かって付着防止部を折曲形成したり、下棧内に
付着防止部材をはめ込んで溶接により固定したものが知
られている。
In order to solve the above-mentioned problems, it is known that an anti-adhesion portion is bent from the edge of the rib of the lower cauldron toward the face plate, or an anti-adhesion member is fitted into the lower cauldron and fixed by welding. There is.

[考案が解決しようとする課題] ところが、上記従来の型枠においてリブに付着防止部が
折曲された型枠は同付着防止部の厚さが面板の厚さと同
じになり、型枠の全体重量が増加するという問題があ
る。又、厚いため折り曲げ加工も容易でなかった。さら
に付着防止部材をはめ込んだ型枠は溶接工程が必要であ
るため製作が面倒であるという問題もある。
[Problems to be Solved by the Invention] However, in the above-mentioned conventional mold, in which the ribs have the adhesion preventing portions bent, the thickness of the adhesion preventing portions is the same as the thickness of the face plate, and There is a problem that the weight increases. Also, since it is thick, bending work was not easy. Further, there is also a problem that the mold having the adhesion preventing member fitted therein requires a welding process, which makes the manufacturing process troublesome.

この考案は上記の問題を解消するためになされたもので
あって、その目的はコンクリート付着防止構造を有して
いても軽量で、しかも簡単に製作できるコンクリート型
枠を提供することにある。
The present invention has been made to solve the above problems, and an object thereof is to provide a concrete formwork which has a concrete adhesion preventing structure, is lightweight, and can be easily manufactured.

[課題を解決するための手段] 上記の目的を達成するためにこの考案では、外側面を平
板状のコンクリート成形面とした面板の上下両端部に、
コンクリート成形面の反対側へ向くウェブとこのウェブ
の先端に上下相対向するように折曲したリブとを設け
て、それらのウェブ及びリブにより上棧及び下棧を形成
し、 前記下棧の内面に、面板より薄い鋼板で形成された本体
部が全体として前記リブ側に向って傾斜し下棧内面への
コンクリートの付着を防止するための付着防止部材を下
棧の内面を覆うように設け、面板の背面に補強等のため
に設けられ、下端部が前記付着防止部材の本体部の形状
と対応する形状の部材により前記付着防止部材を下棧か
ら外れないように押さえているものである。
[Means for Solving the Problems] In order to achieve the above-mentioned object, in the present invention, in the upper and lower end portions of a face plate whose outer surface is a flat concrete-molded surface,
A web facing the opposite side of the concrete forming surface and a rib bent so as to face each other vertically are provided at the tip of this web, and the upper and lower stalks are formed by these webs and ribs, and the inner surface of the lower slat is formed. In addition, a main body formed of a steel plate thinner than the face plate is provided as a whole so as to cover the inner surface of the lower shell by preventing the adhesion of concrete to the inner surface of the lower shell, which is inclined toward the rib side. The back surface of the face plate is provided for reinforcement and the like, and the lower end portion holds down the adhesion preventing member by the member having a shape corresponding to the shape of the main body of the adhesion preventing member so as not to come off from the lower stem.

[作用] 従って、この考案によれば、ウェブとリブとにより形成
される下棧内に付着防止部材をはめ込み、柱状リブ又は
支持アングル等を面板の裏側の所定位置へ溶接固定する
だけで付着防止部材を下棧に固定することができる。そ
して、コンクリート打設時に付着防止部材上に落ちたコ
ンクリートを容易に除去することができるとともに、前
記柱状リブ又は支持アングル等による付着防止部材の押
圧保持が確実である。
[Operation] Therefore, according to this invention, the adhesion prevention member is fitted in the lower shell formed by the web and the ribs, and the columnar ribs or the support angles are welded and fixed to the predetermined positions on the back side of the face plate to prevent the adhesion. The member can be fixed to the lower shell. Further, the concrete dropped on the adhesion preventing member at the time of pouring the concrete can be easily removed, and the adhesion preventing member is surely pressed and held by the columnar ribs or the supporting angles.

[実施例] 以下、この考案を具体化した一実施例を第1〜8図に従
って説明する。
[Embodiment] An embodiment embodying the present invention will be described below with reference to FIGS.

第1〜8図に示すようにコンクリート成形面1aを形成す
る鋼板製の面板1の上下両縁にはそれぞれコンクリート
成形面1aと反対方向に向かってウェブ2a,3aが形成され
ると共に、それらのウェブの先端にはリブ2b,3bが上下
相対向するように折曲され、ウェブ2a,3a及びリブ2b,3b
により横L字状の上棧2及び下棧3が形成されている。
そして面板1の左右両縁には角パイプよりなる側棧4,5
が固着されている。
As shown in FIGS. 1 to 8, webs 2a and 3a are formed on the upper and lower edges of the face plate 1 made of steel plate forming the concrete forming surface 1a in the opposite direction to the concrete forming surface 1a, respectively. Ribs 2b and 3b are bent at the tip of the web so as to face each other vertically, and the webs 2a and 3a and ribs 2b and 3b are bent.
Thus, a horizontal L-shaped upper sleeve 2 and a lower sleeve 3 are formed.
Then, on both left and right edges of the face plate 1, side groves 4 and 5 made of square pipes.
Is stuck.

第1,3図に示すように、前記面板1の裏面には側棧4に
近接してガイド孔6aを有する支持アングル6が溶着さ
れ、同側棧4には透孔4aが形成されるとともに、同支持
アングル6と側棧4との間には隣接配置される他の型枠
を連結するためのピン7aと挾持具7bとよりなる上下一対
の連結金具7が支持されている。他方の側棧5には別の
隣接する型枠の連結金具ピン7aが連結挿入される挿通孔
5aが形成されている。面板1の裏面には断面が段付山形
状に形成された鋼板よりなる補強用柱状リブ8が複数本
(実施例では4本)等間隔に固着されている。
As shown in FIGS. 1 and 3, a support angle 6 having a guide hole 6a is welded to the back surface of the face plate 1 in the vicinity of the side sleeve 4, and a through hole 4a is formed in the side sleeve 4. A pair of upper and lower connecting fittings 7 composed of a pin 7a and a holding tool 7b for connecting another formwork adjacent to each other are supported between the support angle 6 and the side wall 4. An insertion hole into which the connecting metal fitting pin 7a of another adjacent mold is connected and inserted into the other side shell 5
5a is formed. On the back surface of the face plate 1, a plurality of reinforcing columnar ribs 8 made of a steel plate having a stepped mountain cross section are fixed at equal intervals (4 in the embodiment).

第1,2,8図に示すように、両側棧4,5間において下棧3の
内面にはその内面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9がはめ込まれている。この付着防止
部材9は第2,8図に示すように、面板1より薄い鋼板で
形成されている。又、同付着防止部材9は本体部9aとそ
の本体部9aの両側縁に折曲された一対の脚9b,9cとで構
成されている。本体部9aはほぼ中央部に補強用の段差が
形成されるとともに、全体としてリブ3b側に下降傾斜さ
れている。
As shown in FIGS. 1, 2, and 8, an adhesion preventing member 9 for preventing adhesion of concrete to the inner surface of the lower cauldron 3 is fitted between the both lateral grooves 4 and 5. As shown in FIGS. 2 and 8, the anti-adhesion member 9 is made of a steel plate thinner than the face plate 1. The adhesion preventing member 9 is composed of a main body 9a and a pair of legs 9b and 9c bent on both side edges of the main body 9a. The main body 9a has a reinforcing step formed in the substantially central portion thereof, and is inclined downward toward the rib 3b as a whole.

又、支持アングル6と柱状リブ8との下端部は付着防止
部材9の本体部9aに対応した形状に形成されており、同
支持アングル6と同柱状リブ8とを所定位置に固着する
と付着防止部材9の本体部9aが前記支持アングル6及び
柱状リブ8の下端と密接した状態で押圧されてウェブ3a
に圧接される。
Further, the lower ends of the support angle 6 and the columnar rib 8 are formed in a shape corresponding to the main body portion 9a of the adhesion preventing member 9, and if the support angle 6 and the columnar rib 8 are fixed at a predetermined position, the adhesion prevention is prevented. The main body portion 9a of the member 9 is pressed in a state where the main body portion 9a of the member 9 is in close contact with the lower ends of the support angle 6 and the columnar rib 8 and the web 3a
Is pressed against.

さて、この実施例のコンクリート型枠は、上記のように
支持アングル6及び柱状リブ8により押さえるのみで付
着防止部材9自体を溶接することなく組付けることがで
きるので溶接工程を省くことができ製作時間を短縮する
ことができる。又、付着防止部材9は面板1よりも薄板
で形成することができ、軽量であり型枠の全体重量の増
加にあまり影響がない。
Now, the concrete formwork of this embodiment can be assembled without welding the adhesion preventing member 9 itself only by pressing it with the support angles 6 and the columnar ribs 8 as described above, so that the welding process can be omitted. The time can be shortened. Further, the adhesion preventing member 9 can be formed of a thinner plate than the face plate 1, is light in weight, and does not significantly affect an increase in the total weight of the mold.

そして、打設時に付着防止部材9上に落ちたコンクリー
トは斜状の本体部9aに沿って容易に除去することができ
る。又、支持アングル6と柱状リブ8の下端は本体部9a
の形状と対応しているので、付着防止部材9の押圧保持
が確実である。
Then, the concrete dropped on the adhesion preventing member 9 at the time of placing can be easily removed along the slanted main body 9a. Also, the lower ends of the support angle 6 and the columnar rib 8 are the main body 9a.
Since the shape corresponds to the shape of the above, it is possible to securely press and hold the adhesion preventing member 9.

[別の実施例] 次に、この考案の別の実施例を第9図以降の図面に従っ
て説明する。
[Another Embodiment] Next, another embodiment of the present invention will be described with reference to the drawings starting from FIG.

まず、第9図に示す第二実施例において、付着防止部材
9の本体部9aは上方へ脹むように形成されるとともに、
全体としてリブ3b側に下降傾斜されている。
First, in the second embodiment shown in FIG. 9, the main body 9a of the adhesion preventing member 9 is formed so as to expand upward, and
As a whole, it is inclined downward toward the rib 3b.

第10図に示す第三実施例において、付着防止部材9の本
体部9aは下方へ凹むように形成されるとともに、第二実
施例と同じく全体としてリブ3b側に下降傾斜されてい
る。
In the third embodiment shown in FIG. 10, the main body portion 9a of the adhesion preventing member 9 is formed so as to be recessed downward and is inclined downward to the rib 3b side as a whole as in the second embodiment.

[考案の効果] 以上詳述したように、この考案によれば、付着防止部材
を簡単に組付けることができ、しかも型枠の全体重量を
あまり重くすることがなく、又、付着したコンクリート
の除去が容易であるとともに、付着防止部材の押圧保持
が確実であるという優れた効果を発揮する。
[Effects of the Invention] As described in detail above, according to the present invention, the adhesion preventing member can be easily assembled, the overall weight of the formwork is not significantly increased, and the adhesion of the adhered concrete is prevented. It has an excellent effect that it is easy to remove and that the adhesion preventing member is surely pressed and held.

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

第1図は本考案を具体化したコンクリート型枠の第一実
施例の正面図、第2図は第1図のA−A線断面図、第3
図は第1図のB−B線断面図、第4図は同じく背面図、
第5図は同じく右側面図、第6図は同じく左側面図、第
7図は同じく平面図、第8図は第2図の要部拡大断面図
である。第9図は第二実施例のコンクリート型枠の要部
拡大断面図である。第10図は第三実施例のコンクリート
型枠の要部拡大断面図である。 1……面板、1a……コンクリート成形面、2a……ウェ
ブ、2b……リブ、2……上棧、3a……ウェブ、3b……リ
ブ、3……下棧、6……支持アングル、8……柱状リ
ブ、9……付着防止部材。
1 is a front view of a first embodiment of a concrete formwork embodying the present invention, FIG. 2 is a sectional view taken along line AA of FIG. 1, and FIG.
FIG. 4 is a sectional view taken along the line BB of FIG. 1, and FIG. 4 is a rear view of the same.
5 is a right side view of the same, FIG. 6 is a left side view of the same, FIG. 7 is a plan view of the same, and FIG. 8 is an enlarged sectional view of an essential part of FIG. FIG. 9 is an enlarged sectional view of the essential parts of the concrete formwork of the second embodiment. FIG. 10 is an enlarged sectional view of the essential parts of the concrete formwork of the third embodiment. 1 ... Face plate, 1a ... Concrete forming surface, 2a ... Web, 2b ... Rib, 2 ... Upper board, 3a ... Web, 3b ... Rib, 3 ... Lower board, 6 ... Support angle, 8: Columnar rib, 9: Adhesion prevention member.

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形面(1
a)とした面板(1)の上下両端部に、コンクリート成
形面(1a)の反対側へ向くウェブ(2a)(3a)とこのウ
ェブ(2a)(3a)の先端に上下相対向するように折曲し
たリブ(2b)(3b)とを設けて、それらのウェブ(2a)
(3a)及びリブ(2b)(3b)により上棧(2)及び下棧
(3)を形成し、 前記下棧(3)の内面に、面板(1)より薄い鋼板で形
成された本体部(9a)が全体として前記リブ(3b)側に
向って傾斜し下棧(3)内面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(9)を下棧(3)の内面
を覆うように設け、面板(1)の背面に補強等のために
設けられ、下端部が前記付着防止部材(9)の本体部
(9a)の形状と対応する形状の部材(6)(8)により
前記付着防止部材(9)を下棧(3)から外れないよう
に押さえたことを特徴とするコンクリート型枠。
1. A flat concrete molding surface (1
a) The webs (2a) and (3a) facing the opposite side of the concrete forming surface (1a) and the tips of these webs (2a) and (3a) are vertically opposed to each other at both upper and lower ends of the face plate (1). Providing bent ribs (2b) (3b) and their webs (2a)
(3a) and ribs (2b) and (3b) form an upper sleeve (2) and a lower sleeve (3), and a main body formed on the inner surface of the lower sleeve (3) with a steel plate thinner than the face plate (1). (9a) is inclined toward the rib (3b) side as a whole to cover the inner surface of the lower shell (3) with an adhesion preventing member (9) for preventing concrete from adhering to the inner surface of the lower shell (3). Is provided on the back surface of the face plate (1) for reinforcement and the like, and the lower end portion is formed by members (6) and (8) having a shape corresponding to the shape of the main body portion (9a) of the adhesion preventing member (9). A concrete formwork characterized in that the adhesion preventing member (9) is pressed so as not to come off from the lower casing (3).
JP1989011341U 1989-01-31 1989-01-31 Concrete formwork Expired - Fee Related JPH0640269Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989011341U JPH0640269Y2 (en) 1989-01-31 1989-01-31 Concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989011341U JPH0640269Y2 (en) 1989-01-31 1989-01-31 Concrete formwork

Publications (2)

Publication Number Publication Date
JPH02101947U JPH02101947U (en) 1990-08-14
JPH0640269Y2 true JPH0640269Y2 (en) 1994-10-19

Family

ID=31219812

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989011341U Expired - Fee Related JPH0640269Y2 (en) 1989-01-31 1989-01-31 Concrete formwork

Country Status (1)

Country Link
JP (1) JPH0640269Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6125446U (en) * 1984-07-21 1986-02-15 オ−エム工業株式会社 Formwork for concrete pouring

Also Published As

Publication number Publication date
JPH02101947U (en) 1990-08-14

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