JPH06316943A - Method of forming air space in building structure - Google Patents

Method of forming air space in building structure

Info

Publication number
JPH06316943A
JPH06316943A JP5104867A JP10486793A JPH06316943A JP H06316943 A JPH06316943 A JP H06316943A JP 5104867 A JP5104867 A JP 5104867A JP 10486793 A JP10486793 A JP 10486793A JP H06316943 A JPH06316943 A JP H06316943A
Authority
JP
Japan
Prior art keywords
building structure
air
concrete
air layer
air bag
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
JP5104867A
Other languages
Japanese (ja)
Inventor
Kazuhiro Arimoto
一浩 有本
Motoyuki Katsuma
基之 勝眞
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP5104867A priority Critical patent/JPH06316943A/en
Publication of JPH06316943A publication Critical patent/JPH06316943A/en
Pending legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE:To form air spaces for reducing the volume of concrete in a building structure by a simple method of execution, and to easily coordinate the shapes of the air spaces with the shapes structurally required in the building structure. CONSTITUTION:While a form for casting concrete 11 for a building structure therein is installed, an air bag 7 for forming an air space 4 inside the building structure is arranged. Then, the air bag 7 is inflated with air blown therein, and the concrete 11 is cast afterward into the form.

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、建築構造体におけるコ
ンクリートのボリュームを減らす空気層形成工法に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an air layer forming method for reducing the volume of concrete in a building structure.

【0002】[0002]

【従来の技術】厚手のコンクリート製建築構造体、例え
ば、焼却炉プラントにおけるゴミピットの壁のように、
ピットの機能上どうしても無駄な壁厚の壁面ができる。
そこで、従来は、壁のコンクリートボリュームを減らす
ため、木製の殺し型枠が使用されたり、無駄なコンクリ
ートを流し込んだりしていた。
2. Description of the Related Art Heavy concrete building structures, such as the walls of garbage pits in incinerator plants,
A wall with a useless wall thickness is created due to the function of the pit.
Therefore, in the past, in order to reduce the volume of concrete on the wall, a wooden killing form was used, or wasteful concrete was poured.

【0003】[0003]

【発明が解決しようとする課題】しかし、従来の工法の
うち、木製の殺し型枠の場合、殺し型枠を作るために工
事に手間がかかるという問題点があり、しかも両工法と
も工費が増大するという問題点もあった。
However, among the conventional construction methods, in the case of the wooden killing formwork, there is a problem that it takes time and labor to construct the killing formwork, and both construction methods increase the construction cost. There was also the problem of doing.

【0004】本発明は、このような従来の問題点を解決
するためになされたもので、工事が簡単で、費用も安価
な建築構造体における空気層形成工法を提供することを
目的としている。
The present invention has been made in order to solve such conventional problems, and an object thereof is to provide an air layer forming method for a building structure which is simple in construction and inexpensive in cost.

【0005】[0005]

【課題を解決するための手段】本発明の建築構造体にお
ける空気層形成工法は、建築構造体用のコンクリートを
流し込む型枠を設置するとともに、建築構造体内に空気
層を形成するためのエアーバッグを配置し、このエアー
バッグの中に空気を送り込んで膨張させてコンクリート
を流し込むことを特徴としている。
An air layer forming method for a building structure according to the present invention is an air bag for forming an air layer in a building structure while installing a formwork for pouring concrete for the building structure. Is placed, and air is sent into this air bag to expand it and pour concrete.

【0006】[0006]

【作用】上記構成によって、エアーバッグ内に圧縮空気
を圧入し、所定の大きさに膨らました後、型枠内にコン
クリートを流し込んで固めると空気層のある壁ができ、
この空気層分だけコンクリートボリュームを減らすこと
ができる。エアーバッグの膨らます大きさによって、空
気層の大きさを調節するとともに、エアーバッグの形状
によって空気層の形状を建築構造体の構造上必要な形に
合わせることができる。
[Function] With the above structure, compressed air is press-fitted into the air bag to inflate it to a predetermined size, and then concrete is poured into the formwork and solidified to form a wall with an air layer.
The volume of concrete can be reduced by this air layer. The size of the air layer can be adjusted depending on the size of the air bag inflated, and the shape of the air bag can be adjusted to the shape required for the structure of the building structure by the shape of the air bag.

【0007】[0007]

【実施例】以下に本発明の一実施例について、図面を参
照しながら説明する。図1は本発明の空気層形成工法に
基づいて建築された建築構造体の一実施例の縦断面図を
示している。この図1において、1は天井スラブであ
り、2は床スラブを示している。天井スラブ1と床スラ
グ2との間に壁3が立設し、この壁3の内部に強度上問
題ない程度に本発明の空気層形成工法による空気層4が
形成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a vertical sectional view of an example of a building structure constructed based on the air layer forming method of the present invention. In FIG. 1, 1 is a ceiling slab and 2 is a floor slab. A wall 3 is erected between the ceiling slab 1 and the floor slug 2, and an air layer 4 is formed in the wall 3 by the air layer forming method of the present invention to the extent that there is no problem in strength.

【0008】次に、上記建築構造体の空気層形成工法を
説明する。図2は本発明の空気層形成工法に基づく建築
構造体の横断面図を示している。この図2に示すように
平行に配設された型枠5,6内に、図3に示すようなビ
ニール製のエアーバッグ7を配設している。エアーバッ
グ7の両側に空気層調節板8を介在させ、型枠5,6の
間隔を保つためのセパレータ9を、エアーバッグ7を挟
んで型枠5,6の一側から他側にかけて挿通している。
さらに、セパレータ9の両端にクサビ10を差し入れて
コンクリート11を流しこんでも型枠5,6が開くのを
防止する。
Next, an air layer forming method for the above-mentioned building structure will be described. FIG. 2 shows a cross-sectional view of a building structure based on the air layer forming method of the present invention. As shown in FIG. 2, a vinyl air bag 7 as shown in FIG. 3 is arranged in the molds 5 and 6 arranged in parallel. An air layer adjusting plate 8 is interposed on both sides of the air bag 7, and a separator 9 for maintaining a space between the molds 5 and 6 is inserted from one side of the molds 5 and 6 to the other side with the air bag 7 interposed therebetween. ing.
Further, even if the wedges 10 are inserted into both ends of the separator 9 and the concrete 11 is poured in, the molds 5 and 6 are prevented from opening.

【0009】そして、エアコンプレッサー(図示せず)
によっ圧縮空気をエアーバッグ7内に圧入し、所定の大
きさに膨らます。エアーバッグ7の形状及び膨らます大
きさによって、空気層4の大きさを調節するとともに、
空気層4の形状を構造上必要な形に合わせることができ
る。
An air compressor (not shown)
Press the compressed air into the air bag 7 and inflate it to the specified size. Adjust the size of the air layer 4 according to the shape and the size of the inflatable air bag 7,
The shape of the air layer 4 can be adapted to the shape required for the structure.

【0010】エアーバッグ7を膨らました後に、型枠
5,6内にコンクリート11を流し込む。流し込んだ
後、コンクリート11が固まるとクサビ10を取り外し
てセパレータ9を引抜き、型枠5,6をコンクリート1
1から剥すと空気層4のある壁3ができる。このように
して空気層4を形成することによって、空気層4の分だ
けコンクリートボリュームを減らすことができる。
After the air bag 7 is inflated, concrete 11 is poured into the molds 5 and 6. After the pouring, when the concrete 11 is solidified, the wedge 10 is removed, the separator 9 is pulled out, and the molds 5 and 6 are fixed to the concrete 1
When peeled from 1, a wall 3 with an air layer 4 is formed. By forming the air layer 4 in this way, the concrete volume can be reduced by the amount of the air layer 4.

【0011】なお、エアーバッグ7は、コンクリート1
1が固まった後もそのまま放置するか、エアーバッグ7
の空気を抜いてエアーバッグ7を取り出すための取出孔
(図示せず)から取り出してもよい。
The air bag 7 is made of concrete 1
Leave it as it is after setting 1 or use air bag 7
The air bag 7 may be removed to take out the air bag 7 through an extraction hole (not shown).

【0012】次に、本発明の空気層形成工法の他の実施
例について説明する。図4は建築構造体の平断面図、図
5は、縦断面図であって、これらの図において、12は
杭12Aを立設した土留壁を示し、この土留壁12と一
定の間隔を開けて型枠5を設置し、土留壁12によせて
エアーバッグ7を設け、土留壁12と型枠5との間にコ
ンクリート層を形成している。
Next, another embodiment of the air layer forming method of the present invention will be described. FIG. 4 is a plan sectional view of the building structure, and FIG. 5 is a longitudinal sectional view. In these drawings, reference numeral 12 denotes a retaining wall with standing piles 12A, and the retaining wall 12 is spaced at a constant interval. The mold 5 is installed, the air bag 7 is provided by the soil retaining wall 12, and a concrete layer is formed between the soil retaining wall 12 and the mold 5.

【0013】上記構成の工法は、杭12Aを打ち込ん
で、予め一定の土留壁12の工事を行っておき、この土
留壁12と一定の間隔をあけて型枠5を配置し、土留壁
12に添わせてエアーバッグ7を設けておく。そして、
土留壁12と型枠5との間にコンクリート11を流し込
む。このようにコンクリート11を流し込んでも、上記
実施例と同様にエアーバッグ7の部分はコンクリート1
1の空気層ができるので、その分コンクリート11のボ
リュムを減らすことが可能となる。
In the construction method of the above construction, a pile 12A is driven in to construct a fixed retaining wall 12 in advance, and the formwork 5 is arranged at a constant interval from the retaining wall 12, and the retaining wall 12 is fixed to the retaining wall 12. An air bag 7 is provided along with it. And
Concrete 11 is poured between the retaining wall 12 and the formwork 5. Even when the concrete 11 is poured in this way, the portion of the airbag 7 is the same as the above-mentioned embodiment.
Since one air layer is formed, the volume of the concrete 11 can be reduced accordingly.

【0014】[0014]

【発明の効果】以上のように、本発明によれば、上記構
成により、簡単な施工方法で、しかも安価な工費で建築
構造体のコンクリートボリュムを減らすための空気層を
形成することができる。さらに、空気層の形状を建築構
造体の構造上必要な形に容易に合わせることができる。
As described above, according to the present invention, with the above structure, it is possible to form the air layer for reducing the concrete volume of the building structure with a simple construction method and at a low cost. Further, the shape of the air layer can be easily adapted to the shape required for the structure of the building structure.

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

【図1】本発明の空気層形成工法に基づいて建築された
建築構造体の縦断面図である。
FIG. 1 is a vertical sectional view of a building structure constructed based on an air layer forming method of the present invention.

【図2】本発明の空気層形成工法に基づく建築構造体の
横断面図である。
FIG. 2 is a cross-sectional view of a building structure based on the air layer forming method of the present invention.

【図3】本発明の空気層形成工法に使用するエアーバッ
グの斜視図である。
FIG. 3 is a perspective view of an air bag used in the air layer forming method of the present invention.

【図4】本発明の空気層形成工法に基づく他の実施例の
建築構造体の平断面図である。
FIG. 4 is a plan sectional view of a building structure of another embodiment based on the air layer forming method of the present invention.

【図5】本発明の空気層形成工法に基づく他の実施例の
建築構造体の縦断面図である。
FIG. 5 is a vertical sectional view of a building structure of another embodiment based on the air layer forming method of the present invention.

【符号の説明】[Explanation of symbols]

4 空気層 5 型枠 7 エアーバッグ 11 コンクリート 4 Air layer 5 Formwork 7 Air bag 11 Concrete

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 建築構造体用のコンクリートを流し込む
型枠を設置するとともに、建築構造体内に空気層を形成
するためのエアーバッグを配置し、このエアーバッグの
中に空気を送り込んで膨張させてコンクリートを流し込
むことを特徴とする建築構造体における空気層形成工
法。
1. A formwork for pouring concrete for a building structure is installed, an air bag for forming an air layer is arranged in the building structure, and air is fed into the air bag to inflate it. An air layer forming method in a building structure characterized by pouring concrete.
JP5104867A 1993-05-06 1993-05-06 Method of forming air space in building structure Pending JPH06316943A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5104867A JPH06316943A (en) 1993-05-06 1993-05-06 Method of forming air space in building structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5104867A JPH06316943A (en) 1993-05-06 1993-05-06 Method of forming air space in building structure

Publications (1)

Publication Number Publication Date
JPH06316943A true JPH06316943A (en) 1994-11-15

Family

ID=14392184

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5104867A Pending JPH06316943A (en) 1993-05-06 1993-05-06 Method of forming air space in building structure

Country Status (1)

Country Link
JP (1) JPH06316943A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112503528A (en) * 2020-12-04 2021-03-16 重庆商勤禹水环境科技有限公司 Waste salt incineration heat preservation furnace body structure
CN114102848A (en) * 2021-11-05 2022-03-01 北京天邦巨成科技有限公司 Manufacturing method of precast concrete PC hollow wallboard and hollow wallboard
WO2023098672A1 (en) * 2021-12-03 2023-06-08 中交第二航务工程勘察设计院有限公司 Gas bag type bored hollow pile structure and construction method therefor

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112503528A (en) * 2020-12-04 2021-03-16 重庆商勤禹水环境科技有限公司 Waste salt incineration heat preservation furnace body structure
CN112503528B (en) * 2020-12-04 2023-07-18 重庆商勤禹水环境科技有限公司 Waste salt burns heat preservation furnace body structure
CN114102848A (en) * 2021-11-05 2022-03-01 北京天邦巨成科技有限公司 Manufacturing method of precast concrete PC hollow wallboard and hollow wallboard
WO2023098672A1 (en) * 2021-12-03 2023-06-08 中交第二航务工程勘察设计院有限公司 Gas bag type bored hollow pile structure and construction method therefor

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