JPH09279839A - Placing method of concrete and concrete form - Google Patents

Placing method of concrete and concrete form

Info

Publication number
JPH09279839A
JPH09279839A JP11316296A JP11316296A JPH09279839A JP H09279839 A JPH09279839 A JP H09279839A JP 11316296 A JP11316296 A JP 11316296A JP 11316296 A JP11316296 A JP 11316296A JP H09279839 A JPH09279839 A JP H09279839A
Authority
JP
Japan
Prior art keywords
concrete
frame
width
bottom frame
square
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.)
Pending
Application number
JP11316296A
Other languages
Japanese (ja)
Inventor
Yasuhiro Mori
康浩 森
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP11316296A priority Critical patent/JPH09279839A/en
Publication of JPH09279839A publication Critical patent/JPH09279839A/en
Pending legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To adjust the width of a bottom frame in accordance with beams and reduce the cost, by arranging a plurality of square timbers at the lower ends of the side frames disposed oppositely and placing concrete between the side frames and the bottom frame on which an impervious sheet is laid. SOLUTION: Side frame plates 2 for beams oppositely arranged are extended down from both edges of the opening 11 of a slab form 1. A specified number of square wooden, steel, or resin materials 31 are arranged between the lower ends of the side frame plates 2 for beams to form the nearly same width with the bottom width of the beam. An impervious sheet 32 is laid on the upper face of these square timbers so as to cover the whole bodies. A specified support member 4 is assembled at the bottom of the square timbers 31 and concrete 5 is placed in the space surrounded by the side frame plates 2 and the bottom frame 3. In this way, concrete is prevented from flowing out of clearances of the square timbers 31 and also demanding is facilitated. Even when the beam width is altered, the bottom frame can be adaptable by increasing or decreasing the arranged number of the square timbers 31, and hence, it is not necessary to make bottom frames for every beam width.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、梁などのコンクリ
−ト躯体を構築するためのコンクリ−トの打設方法及び
打設型枠に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete placing method and a placing form for constructing a concrete skeleton such as a beam.

【0002】[0002]

【発明が解決しようとする課題】梁などのコンクリ−ト
躯体を構築する場合、その両側部及び底部に型枠を設置
し、内部にコンクリ−トを打設することによって行われ
る。しかし、梁などは、その梁せい(上下方向の長さ)
はほぼ一定に構築される反面、梁幅は必要に応じて適宜
変更される場合が多い。そのため、梁の底部に設置する
底枠を梁幅の種類に応じて複数製造する必要があり、ま
た型枠底面は型枠の存置期間が長く、型枠寸法が異なる
ため転用回数も少ない。従って、コスト面及び施工性に
おいて問題があった。
When constructing a concrete skeleton such as a beam, a form is installed on both sides and the bottom of the concrete skeleton, and the concrete is placed inside. However, because of the beams, the length of the beams (vertical length)
While the beam width is almost constant, the beam width is often changed as needed. Therefore, it is necessary to manufacture a plurality of bottom frames to be installed at the bottom of the beam according to the type of beam width, and the bottom surface of the form has a long period for the form to be used and the number of diversions is small because the form dimensions are different. Therefore, there are problems in terms of cost and workability.

【0003】[0003]

【発明の目的】本発明は、上記のような問題点を解決す
るためになされたもので、梁などのコンクリ−ト躯体の
幅に応じて底枠の幅を適宜調節することができ、コスト
面及び施工性において優れたコンクリ−トの打設方法及
び打設型枠を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and the width of the bottom frame can be appropriately adjusted according to the width of the concrete frame such as a beam, and the cost can be reduced. An object of the present invention is to provide a concrete placing method and a placing form which are excellent in terms of surface and workability.

【0004】[0004]

【課題を解決するための手段】課題を解決するための手
段として、請求項1は、側枠を対向させて配置し、前記
側枠の下端部間に複数の角材を配列し、かつ角材群の上
面に止水シ−ト又は樹脂板を敷設して底枠を形成し、前
記側枠と底枠とで包囲される空間内にコンクリ−トを打
設して行う、コンクリ−トの打設方法を提供する。
According to a first aspect of the present invention, as a means for solving the above-mentioned problems, side frames are arranged to face each other, and a plurality of timbers are arranged between lower end portions of the side frames, and a timber group. A waterproof sheet or a resin plate is laid on the upper surface of the to form a bottom frame, and the concrete is placed in the space surrounded by the side frame and the bottom frame. Provide the setting method.

【0005】また、請求項2は、コンクリ−ト型枠の底
枠に用いられる型枠であって、コンクリ−ト躯体の底部
幅とほぼ等しい幅になるよう所要数配列する角材と、こ
れら角材群の上面に敷設した止水シ−ト又は樹脂板とよ
りなることを特徴とした、コンクリ−ト打設型枠であ
る。
A second aspect of the present invention is a formwork used as a bottom frame of a concrete formwork, in which a required number of square members are arranged so as to have a width substantially equal to the bottom width of the concrete frame, and these square members. A concrete casting formwork characterized by comprising a waterproof sheet or a resin plate laid on the upper surface of the group.

【0006】さらに、請求項3は、側枠を対向させて配
置し、前記側枠の下端部間に照明器の反射板等の躯体埋
込み部材を配置し、前記躯体埋込み部材の両側に所要数
の角材を配列し、角材群の上面に止水シ−ト又は樹脂板
を敷設して底枠を形成し、前記側枠と底枠とで包囲され
る空間内にコンクリ−トを打設して行う、コンクリ−ト
の打設方法である。
Further, according to a third aspect of the present invention, the side frames are arranged so as to face each other, and a frame embedding member such as a reflector of an illuminator is arranged between the lower ends of the side frames, and the required number is provided on both sides of the body embedding member. The rectangular pieces are arranged, a waterproof sheet or a resin plate is laid on the upper surface of the rectangular group to form a bottom frame, and a concrete is placed in the space surrounded by the side frame and the bottom frame. This is the concrete placing method.

【0007】[0007]

【発明の実施の形態1】図1に本発明の実施の形態1を
示す。なお、以下の実施の形態においては、コンクリ−
ト躯体として梁を構築する場合について説明するが、そ
の他のコンクリ−ト躯体においても本発明は適応するこ
とができる。
First Embodiment of the Invention FIG. 1 shows a first embodiment of the present invention. In the following embodiments, the concrete
The case of constructing a beam as a frame body will be described, but the present invention can be applied to other concrete frames.

【0008】図中1は、スラブを打設するためのスラブ
用型枠であり、その開口11の両縁部から板状の梁用側
枠2を対向させて垂下する。梁の場合は、梁背(上下方
向の長さ)はほぼ一定であるため、この梁用側枠2の上
下方向の長さはそれに合わせて決定される。なお、この
梁用側枠2の種類は特に限定するものではない。
In the figure, reference numeral 1 denotes a slab frame for placing a slab, and plate-shaped beam side frames 2 are made to hang down from both edges of an opening 11 of the frame. In the case of a beam, since the beam back (length in the vertical direction) is substantially constant, the length in the vertical direction of the beam side frame 2 is determined accordingly. The type of the beam side frame 2 is not particularly limited.

【0009】梁用側枠2の下端部間には、角材31と止
水シ−ト32からなる梁用底枠3を設置する。角材31
は、梁の底部幅とほぼ等しい幅になるよう所要数配列さ
れている。従って、梁幅が変更しても、角材31の配列
数を増減すれば底枠として適応できるため、梁幅ごとに
底枠を作製する必要がない。なお、角材31は、木製、
鋼製、樹脂製など材質はいずれも採用でき、また中空状
であってもよい。
Between the lower ends of the side frames 2 for beams, a bottom frame 3 for beams comprising a square member 31 and a waterproof sheet 32 is installed. Timber 31
Are arranged in a required number so that the width is approximately equal to the bottom width of the beam. Therefore, even if the beam width is changed, it can be adapted as a bottom frame by increasing or decreasing the number of arranged square members 31, so that it is not necessary to fabricate a bottom frame for each beam width. The timber 31 is made of wood,
Any material such as steel or resin can be adopted, and it may be hollow.

【0010】角材31群の上面には、全体を覆うように
止水シ−ト32を配備する。これによって、角材31群
の隙間からコンクリ−トが流出するのを防止できると共
に、脱型も容易となる。なお、止水シ−トの代わりに樹
脂板などを用いることもできる。また、仕上がり面は止
水シ−トや樹脂板の種類によってツヤ消し、布目、木
目、光沢などを選択できる。さらに、セメント板プレス
の脱水機能用に使用されるシ−トを用いれば、アバタや
気泡がない美しい仕上がりが得られる。
A waterproof sheet 32 is provided on the upper surface of the group of square members 31 so as to cover the whole. As a result, it is possible to prevent the concrete from flowing out from the gap between the groups of the square members 31 and also to easily remove the mold. A resin plate or the like may be used instead of the water blocking sheet. In addition, the finished surface can be matte, textured, grained, or glossy depending on the type of waterproof sheet or resin plate. Furthermore, if a sheet used for the dehydrating function of a cement board press is used, a beautiful finish free of avatars and bubbles can be obtained.

【0011】そして、角材31群の底部に所定の支保部
材4を組み立てれば、コンクリ−トの打設準備完了であ
る。梁用側枠2と梁用底枠3とで包囲される空間内にコ
ンクリ−ト5を打設した後、2〜4日で梁用側枠2だけ
を外して、他の場所の打設作業に転用することも可能と
なる。
Then, when a predetermined supporting member 4 is assembled on the bottom of the square member 31 group, preparation for placing concrete is completed. After placing the concrete 5 in the space surrounded by the beam side frame 2 and the beam bottom frame 3, only the beam side frame 2 is removed in 2 to 4 days, and the other place is placed. It can be diverted to work.

【0012】[0012]

【発明の実施の形態2】図2は、梁用側枠2の下端部間
に照明器の反射板6等の躯体埋込み部材を配置し、その
両側に所要数の角材31を配列し、コンクリ−トを打設
して反射板6等を梁底部に一体に構築する場合を示して
いる。この場合、角材31には配線用の溝を設けておく
とよい。なお、反射板6は複数設置することもできる。
Embodiment 2 FIG. 2 shows that a frame embedding member such as a reflector plate 6 of an illuminator is arranged between the lower ends of beam side frames 2, and a required number of square members 31 are arranged on both sides of the frame embedding member. -Shows a case in which the reflector 6 and the like are integrally formed on the bottom of the beam by placing a grate. In this case, it is advisable to provide the square member 31 with a groove for wiring. A plurality of reflectors 6 can be installed.

【0013】[0013]

【発明の効果】本発明は以上説明したようになるため、
次のような効果を得ることができる。 <イ>梁等のコンクリ−ト躯体の底部幅が変更しても、
角材の配列数を増減すれば底枠として適応できるため、
梁幅ごとに複数の底枠を作製する必要がなく、コスト面
において優れている。
Since the present invention has been described above,
The following effects can be obtained. <B> Even if the bottom width of the concrete frame such as beams is changed,
Since it can be adapted as a bottom frame by increasing or decreasing the number of timbers arranged,
Since it is not necessary to prepare a plurality of bottom frames for each beam width, the cost is excellent.

【0014】<ロ>角材を配列し、止水シ−トや樹脂板
を敷設するだけで済むため、底枠の施工が迅速かつ容易
に行える。また、仕上がり面はシ−トや樹脂板の種類に
よってツヤ消し、布目、木目、光沢などを選択できる。
さらに、セメント板プレスの脱水機能用に使用されるシ
−トを用いれば、アバタや気泡がない美しい仕上がりが
得られる。
<B> Since all that is needed is to arrange square members and lay a waterproof sheet or a resin plate, the bottom frame can be constructed quickly and easily. In addition, the finished surface can be selected from matte, cloth, wood grain, gloss, etc. depending on the type of sheet or resin plate.
Furthermore, if a sheet used for the dehydrating function of a cement board press is used, a beautiful finish free of avatars and bubbles can be obtained.

【0015】<ハ>照明器の反射板等の躯体埋込み部材
を底枠の一部として代用する場合も、その両脇の空隙部
に角材を配置して底枠を作製することができるため、よ
りいっそうコストの低減および施工の迅速、容易化を図
ることができる。
<C> When a frame-embedding member such as a reflector of an illuminator is used as a part of the bottom frame, square members can be arranged in the voids on both sides of the bottom frame to form the bottom frame. The cost can be further reduced and the construction can be quick and easy.

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

【図1】 本発明の実施の形態1の説明図FIG. 1 is an explanatory diagram of a first embodiment of the present invention.

【図2】 本発明の実施の形態2の説明図FIG. 2 is an explanatory diagram of Embodiment 2 of the present invention.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 側枠を対向させて配置し、 前記側枠の下端部間に複数の角材を配列し、 かつ角材群の上面に止水シ−ト又は樹脂板を敷設して底
枠を形成し、 前記側枠と底枠とで包囲される空間内にコンクリ−トを
打設して行う、 コンクリ−トの打設方法。
1. A side frame is arranged so as to face each other, a plurality of timbers are arranged between the lower ends of the side frames, and a water blocking sheet or a resin plate is laid on the upper surface of the timber group to form a bottom frame. A concrete placing method, which is performed by placing a concrete in a space surrounded by the side frame and the bottom frame.
【請求項2】 コンクリ−ト型枠の底枠に用いられる型
枠であって、 コンクリ−ト躯体の底部幅とほぼ等しい幅になるよう所
要数配列する角材と、 これら角材群の上面に敷設した止水シ−ト又は樹脂板と
よりなることを特徴とした、 コンクリ−ト打設型枠。
2. A formwork used as a bottom frame of a concrete formwork, in which a required number of timbers are arranged so as to have a width almost equal to the bottom width of the concrete skeleton, and laying on the upper surface of these timber groups. A concrete pouring formwork, characterized in that it comprises a water-stop sheet or a resin plate.
【請求項3】 側枠を対向させて配置し、 前記側枠の下端部間に照明器の反射板等の躯体埋込み部
材を配置し、 前記躯体埋込み部材の両側に所要数の角材を配列し、 角材群の上面に止水シ−ト又は樹脂板を敷設して底枠を
形成し、 前記側枠と底枠とで包囲される空間内にコンクリ−トを
打設して行う、 コンクリ−トの打設方法。
3. The side frames are arranged so as to face each other, a frame embedding member such as a reflector of an illuminator is arranged between the lower ends of the side frames, and a required number of square members are arranged on both sides of the body embedding member. , A waterproof sheet or a resin plate is laid on the upper surface of the square bar group to form a bottom frame, and a concrete is placed in the space surrounded by the side frame and the bottom frame. How to place a toe.
JP11316296A 1996-04-10 1996-04-10 Placing method of concrete and concrete form Pending JPH09279839A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11316296A JPH09279839A (en) 1996-04-10 1996-04-10 Placing method of concrete and concrete form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11316296A JPH09279839A (en) 1996-04-10 1996-04-10 Placing method of concrete and concrete form

Publications (1)

Publication Number Publication Date
JPH09279839A true JPH09279839A (en) 1997-10-28

Family

ID=14605129

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11316296A Pending JPH09279839A (en) 1996-04-10 1996-04-10 Placing method of concrete and concrete form

Country Status (1)

Country Link
JP (1) JPH09279839A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107254964A (en) * 2017-07-21 2017-10-17 马明才 Waterproof beam structure of steel die above flat-top
CN114274324A (en) * 2021-12-29 2022-04-05 上海建工建材科技集团股份有限公司 Slope and size adjustable general type bent cap bottom die

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107254964A (en) * 2017-07-21 2017-10-17 马明才 Waterproof beam structure of steel die above flat-top
CN107254964B (en) * 2017-07-21 2019-09-20 马明才 Waterproof beam structure of steel die above flat-top
CN114274324A (en) * 2021-12-29 2022-04-05 上海建工建材科技集团股份有限公司 Slope and size adjustable general type bent cap bottom die

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