JPH0718859A - Method for constructing concrete skeleton - Google Patents

Method for constructing concrete skeleton

Info

Publication number
JPH0718859A
JPH0718859A JP19095093A JP19095093A JPH0718859A JP H0718859 A JPH0718859 A JP H0718859A JP 19095093 A JP19095093 A JP 19095093A JP 19095093 A JP19095093 A JP 19095093A JP H0718859 A JPH0718859 A JP H0718859A
Authority
JP
Japan
Prior art keywords
concrete
plug
skeleton
buried pipe
pipe
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
JP19095093A
Other languages
Japanese (ja)
Inventor
Kazuyoshi Sasaki
和克 佐々木
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP19095093A priority Critical patent/JPH0718859A/en
Publication of JPH0718859A publication Critical patent/JPH0718859A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To construct a concrete skeleton which has a through hole leading to a buried pipe so that when the concrete skeleton is constructed a line pipe can be buried while passing through the skeleton. CONSTITUTION:A cylindrical blocking plug 10 is made from an elastic material to match the aperture of a line pipe 30 buried in a concrete skeleton A. The blocking plug 10 is inserted into the opening 31 of the buried pipe 30 in a portion where the concrete skeleton A is formed. The blocking plug 10 is projected out of the opening 31 by the amount to secure the length of a through hole 40 leading to the buried pipe 30. A form material 21 is pressed against the projected outer end face 10a of the blocking plug 10, and the blocking plug 10 is secured to the form material 21 with nails 50. Concrete is placed in the form, and as the form material 21 is dismantled the blocking plug 10 is extracted out of the concrete skeleton A, thus forming the through hole 40.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、コンクリートの打設に
よる躯体部分の施工段階で、各種配管用の貫通孔を躯体
部分に形成する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of forming through holes for various pipes in a skeleton portion at the stage of constructing a skeleton portion by pouring concrete.

【0002】[0002]

【従来の技術】従来、建築工事現場の梁、壁等のボイ
ド、鉄骨スリーブでは、型枠とボイド管やスリーブ管と
の間につめもの物等を介在させる程度で、型枠とボイド
管やスリーブ管との間を貫通状態に完全に確保する有効
な手段がないまま、そのままコンクリートを打設してい
た。
2. Description of the Related Art Conventionally, in construction work sites such as beams, voids in walls, etc., and steel sleeves, it is only necessary to insert a pawl or the like between the formwork and the void pipe or sleeve pipe. Concrete was poured as it was without any effective means for completely securing the penetration with the sleeve pipe.

【0003】[0003]

【発明が解決しようとする課題】従って、従来の方法で
は、コンクリート打設後に型枠を解体しても、ボイド管
やスリーブ管と型枠のすき間からコンクリートがしばし
ば流入し、型枠解体後このコンクリートを斫って貫通孔
を形成しなければならなかった。このため、コンクリー
ト打設後の躯体部分でボイド管やスリーブ管の埋設場所
を図面から探し、その後にコンクリートの斫り作業を行
なう等しなければならず、かなりの手間がかかってい
た。そこで、本発明は、躯体部分のコンクリート打設に
よる施工時に、躯体部分に配管用の埋設管を貫通状態に
埋設することができるように、埋設管に通じる貫通孔を
躯体部分に形成する方法を提供することを目的とする。
Therefore, according to the conventional method, even if the formwork is dismantled after placing concrete, concrete often flows in through the gap between the void pipe or the sleeve pipe and the formwork, and after dismantling the formwork, The concrete had to be scavenged to form through holes. For this reason, it is necessary to search the drawings for the places where the void pipes and the sleeve pipes are to be buried in the frame portion after the concrete is poured, and then perform the concrete scrubbing work, which takes a lot of trouble. Therefore, the present invention, at the time of construction by concrete casting of the skeleton part, so that a buried pipe for piping can be buried in the skeleton part in a penetrating state, a method of forming a through hole leading to the buried pipe in the skeleton part, The purpose is to provide.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に、建造物の躯体施工時に、躯体部分に設備配管用の貫
通孔を設けるコンクリート躯体の施工方法において、型
枠の所定位置に埋設管を配置し、埋設管の口径に合わせ
た柱状の閉塞栓を、躯体施工部の埋設管の口に必要長差
し込み、閉塞栓の外端をコンクリート打設用の型枠材に
固定し、その後型枠内にコンクリートを打設し、コンク
リート打設後に型枠材と一緒に閉塞栓を外して貫通孔を
形成する。さらに、柱状の閉塞栓が弾性部材で形成され
ている。
[Means for Solving the Problems] In order to achieve the above object, in a construction method of a concrete skeleton in which a through hole for facility piping is provided in a skeleton of a structure at the time of construction of a skeleton of a building, an embedded pipe is placed at a predetermined position of a formwork. Place the column-shaped closure plug that matches the diameter of the buried pipe into the mouth of the buried pipe of the body construction part for the required length, fix the outer end of the closure plug to the formwork material for concrete pouring, and then mold Concrete is poured into the frame, and after the concrete is poured, the block plug is removed together with the form material to form a through hole. Furthermore, a columnar closing plug is formed of an elastic member.

【0005】[0005]

【作用】本発明では、躯体部分を貫通させるために設け
た埋設管の口径に合わせた柱状の閉塞栓を、埋設管の口
に必要長差し込んで口を塞ぐと同時に、閉塞栓の外端を
型枠材に固定する。このため型枠内にコンクリートを打
設した後、型枠材を解体することにより、型枠材に固定
された閉塞栓も同時に打設したコンクリート内から引き
抜かれ、躯体内部の埋設管に通じる貫通孔が形成され
て、躯体部分の埋設管を貫通状態に埋設することができ
る。閉塞栓は弾性部材で形成されているため、埋設管の
口にきつめの状態でも少し変形させながら押し込むこと
ができ、さらに、埋設管の内部に入っても、閉塞栓の周
囲は埋設管の内壁に隙間があかないように密着すること
ができる。
According to the present invention, the columnar obstruction plug which is provided for penetrating the skeleton portion and fits the diameter of the embedding pipe is inserted into the mouth of the embedding pipe for a required length to close the mouth, and at the same time, the outer end of the obstruction plug is closed. Fix it to the formwork material. For this reason, by pouring concrete into the formwork and then dismantling the formwork material, the obstruction plugs fixed to the formwork material are also pulled out from the placed concrete at the same time, and penetrate through the embedded pipe inside the frame. The hole is formed so that the embedded pipe in the body portion can be embedded in a penetrating state. Since the obstruction plug is made of an elastic member, it can be pushed into the mouth of the buried pipe while being slightly deformed, and even if it enters the interior of the buried pipe, the area around the obstruction plug will be It can be adhered so that there is no gap on the inner wall.

【0006】[0006]

【実施例】本発明の実施例を図により説明する。本実施
例で使用する閉塞栓10は、弾性部材としてゴムを使用
した円柱状で、その口径は各種のボイド管やスリーブ管
等の埋設管30の口径に合わせて形成されたものであ
る。本実施例では、この閉塞栓10にはゴムを使用した
が、基本的にはある程度の弾力性と伸縮性を有するとと
もにコンクリートとの親和性が小さい部材であれば、閉
塞栓用の部材として使用することができる。
Embodiments of the present invention will be described with reference to the drawings. The obstruction plug 10 used in the present embodiment is a columnar shape in which rubber is used as an elastic member, and its diameter is formed according to the diameters of various buried pipes 30 such as void pipes and sleeve pipes. In this embodiment, rubber is used for the plug 10. However, basically, a member having elasticity and stretchability and having a low affinity for concrete is used as the plug. can do.

【0007】埋設管30は、形成するコンクリート躯体
A部分を貫通する方向に向けて、一方の型枠材20に埋
設管30の端面が型枠材20の面と一致するように設け
られている。前記構成の閉塞栓10を、コンクリート躯
体Aの形成部分の上記埋設管30の口31に差し込む。
ゴム製の閉塞栓10は弾力性と伸縮性を有するため、埋
設管30の中に少しきつめに押し入れられても埋設管3
0の内壁に密着し、後記するコンクリート打設時のコン
クリートの流入を効果的に塞ぐことができる。
The buried pipe 30 is provided in one of the mold members 20 so that the end surface of the buried pipe 30 is aligned with the surface of the mold member 20 in the direction of penetrating the portion A of the concrete frame to be formed. . The obstruction plug 10 having the above structure is inserted into the opening 31 of the buried pipe 30 in the portion where the concrete skeleton A is formed.
Since the rubber obstruction plug 10 has elasticity and stretchability, even if it is pushed into the buried pipe 30 a little tightly, the buried pipe 3
It adheres to the inner wall of No. 0 and can effectively block the inflow of concrete at the time of concrete pouring described later.

【0008】この閉塞栓10の埋設管30内に差し込む
程度は、埋設管30の口31から外側に出ている閉塞栓
10の長さLが、コンクリート打設により形成しようと
する躯体A内部に設ける貫通孔40に必要な長さaと一
致するように設定する。さらに、埋設管30から突き出
すようになっている上記閉塞栓10の外端面10aに、
もう一方の型枠材21を合わせ、型枠材21の表側から
閉塞栓10の外端面10a部分に向けて釘50を打ちつ
けて、型枠材21に閉塞栓10を固定する。木ネジを釘
50の代わりに用いても構わない。
To the extent that the plug 10 is inserted into the buried pipe 30, the length L of the plug 10 protruding from the opening 31 of the buried pipe 30 to the inside of the frame A to be formed by concrete pouring. The length is set to match the required length a of the through hole 40 to be provided. Further, on the outer end surface 10a of the closure plug 10 which is adapted to protrude from the buried pipe 30,
The other mold material 21 is put together, and the nail 50 is driven from the front side of the mold material 21 toward the outer end surface 10a of the closure plug 10 to fix the closure plug 10 to the form material 21. Wood screws may be used instead of the nails 50.

【0009】このようにしてコンクリート躯体A形成用
の型枠を形成し、型枠内にコンクリートを打設する。コ
ンクリート打設後、型枠材20、21を解体する。この
とき、上記閉塞栓10は型枠材21に固定されているの
で、型枠材21とともに閉塞栓10が抜かれて、埋設管
30の口31に通じた貫通孔40がコンクリート躯体A
内部に形成される。
In this way, a mold for forming the concrete skeleton A is formed, and concrete is poured into the mold. After pouring concrete, the formwork materials 20 and 21 are disassembled. At this time, since the block plug 10 is fixed to the mold member 21, the block plug 10 is pulled out together with the mold member 21, and the through hole 40 communicating with the opening 31 of the buried pipe 30 has the concrete structure A.
Formed inside.

【0010】また、閉塞栓10は、上記実施例のように
全体をゴムで形成せずに、埋設管30の口径より一回り
小さい口径の木製の柱にゴム材等を一定の厚さに巻きつ
けて、埋設管30にちょうど嵌合挿入することができる
ようにその口径に合わせたものとしても構わない。型枠
材21の内側に、予め閉塞栓10を固定しておき、型枠
材21の取り付け時に閉塞栓10を埋設管30に挿入す
るようにしても構わない。
Further, the obstruction plug 10 is not formed entirely of rubber as in the above-mentioned embodiment, but a rubber material or the like is wound to a certain thickness on a wooden pillar having a diameter slightly smaller than the diameter of the buried pipe 30. It may be attached to the diameter of the buried pipe 30 so that it can be just fitted and inserted into the buried pipe 30. The closing plug 10 may be fixed inside the mold material 21 in advance, and the closing plug 10 may be inserted into the buried pipe 30 when the mold material 21 is attached.

【0011】[0011]

【発明の効果】本発明により、建造物の躯体部分のコン
クリート打設において、躯体内部の埋設管に通じる貫通
孔が形成されるため、従来とは異なり、コンクリート打
設後の躯体内部に埋没した埋設管の口等を探す手間と、
コンクリートを斫る手間がなくなり、躯体部分に配管用
等の貫通孔を有する施工工事の省力化を達成することが
できる。
EFFECTS OF THE INVENTION According to the present invention, in the concrete pouring of the skeleton part of the building, since the through hole communicating with the buried pipe inside the skeleton is formed, unlike the conventional case, the burial is buried inside the skeleton after the concrete is laid. The trouble of finding the mouth of the buried pipe,
It is possible to save the labor of the construction work having the through hole for the pipe or the like in the skeleton, because the trouble of cleaning the concrete is eliminated.

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

【図1】埋設管の口に閉塞栓を差し込んだ状態の断面図
(a)。差し込んだ閉塞栓の外端面に型枠材をのせて、
釘で閉塞栓を型枠材に固定した状態の断面図(b)。コ
ンクリート打設後に型枠材とともに閉塞栓を一緒に抜い
た状態を示した断面図(c)。
FIG. 1 is a cross-sectional view (a) showing a state in which a blocking plug is inserted into the mouth of a buried pipe. Place the form material on the outer end surface of the plugged plug,
Sectional drawing (b) of the state which fixed the obstruction plug to the form material with the nail. Sectional drawing (c) which showed the state which removed the block plug together with the formwork material after concrete placement.

【図2】閉塞栓の斜視図。FIG. 2 is a perspective view of an obstruction plug.

【符号の説明】[Explanation of symbols]

10 閉塞栓 20 型枠材 21 型枠材 30 埋設管 40 貫通孔 A コンクリート躯体 10 Closing Plug 20 Formwork Material 21 Formwork Material 30 Buried Pipe 40 Through Hole A Concrete Frame

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建造物の躯体施工時に、躯体部分に設備
配管用の貫通孔を設けるコンクリート躯体の施工方法に
おいて、型枠の所定位置に埋設管を配置し、埋設管の口
径に合わせた柱状の閉塞栓を、躯体施工部の埋設管の口
に必要長差し込み、閉塞栓の外端をコンクリート打設用
の型枠材に固定し、その後型枠内にコンクリートを打設
し、コンクリート打設後に型枠材と一緒に閉塞栓を外し
て貫通孔を形成することを特徴とするコンクリート躯体
の施工方法。
1. A method of constructing a concrete skeleton in which a through hole for equipment piping is provided in a skeleton of a building when constructing a skeleton of a building, in which a buried pipe is arranged at a predetermined position of a formwork, and a columnar shape corresponding to the diameter of the buried pipe is provided. Insert the plug of the plug into the opening of the buried pipe in the building construction part for the required length, fix the outer end of the plug to the formwork material for concrete pouring, then place concrete in the formwork, and place concrete. A method of constructing a concrete skeleton, characterized in that a through hole is formed by later removing a blocking plug together with a form material.
【請求項2】 柱状の閉塞栓が弾性部材で形成されてい
ることを特徴とする請求項1に記載のコンクリート躯体
の施工方法。
2. The method for constructing a concrete skeleton according to claim 1, wherein the columnar plug is formed of an elastic member.
JP19095093A 1993-07-05 1993-07-05 Method for constructing concrete skeleton Pending JPH0718859A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19095093A JPH0718859A (en) 1993-07-05 1993-07-05 Method for constructing concrete skeleton

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19095093A JPH0718859A (en) 1993-07-05 1993-07-05 Method for constructing concrete skeleton

Publications (1)

Publication Number Publication Date
JPH0718859A true JPH0718859A (en) 1995-01-20

Family

ID=16266381

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19095093A Pending JPH0718859A (en) 1993-07-05 1993-07-05 Method for constructing concrete skeleton

Country Status (1)

Country Link
JP (1) JPH0718859A (en)

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