JPH04155059A - Method and device for producing hollow pca member - Google Patents

Method and device for producing hollow pca member

Info

Publication number
JPH04155059A
JPH04155059A JP27921890A JP27921890A JPH04155059A JP H04155059 A JPH04155059 A JP H04155059A JP 27921890 A JP27921890 A JP 27921890A JP 27921890 A JP27921890 A JP 27921890A JP H04155059 A JPH04155059 A JP H04155059A
Authority
JP
Japan
Prior art keywords
formwork
air
air tubes
inner peripheral
hollow
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.)
Granted
Application number
JP27921890A
Other languages
Japanese (ja)
Other versions
JP2905848B2 (en
Inventor
Norie Yukimura
幸村 憲衛
Shuichi Ueno
修一 植野
Chihiro Kato
千博 加藤
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction Co Ltd
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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP27921890A priority Critical patent/JP2905848B2/en
Publication of JPH04155059A publication Critical patent/JPH04155059A/en
Application granted granted Critical
Publication of JP2905848B2 publication Critical patent/JP2905848B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To use a formwork repeatedly by disposing an outer circumferential formwork on the outer side of an inner formwork where a plural air tubes are disposed, and injecting compression air into the air tubes between the inner and outer formworks. CONSTITUTION:An inner circumferential formwork composed of a holding frame and air tubes 2 is put on a bottom plate 3 to stand, and pole reinforcements 4 consisting of pole main reinforcements 4a and hoops 4b are disposed around the inner circumferential formwork. Compression air is then supplied into the air tubes 2 to swell them, and concrete is placed between the air tubes 2 and the outer circumferential formwork. After hardening concrete then, air in the air tubes 2 is removed, and the inner circumferential formwork and the outer circumferential formwork are decomposed for forming a hollow PC pole member. A large-sized hollowness can thus be formed in a desired form.

Description

【発明の詳細な説明】 [産業上の利用分野1 本発明は、例えば中空PCa柱部材や中空PCa梁部材
などのような中空PCa部材の製造方法および装置に関
する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application 1] The present invention relates to a method and apparatus for manufacturing hollow PCa members such as hollow PCa column members and hollow PCa beam members.

L従来の技術1 従来、この種の中空PCa部材を製造する方法としては
、PCa部材の中空部の型枠として、メタルチューブの
他に、メタルラス、発泡スチロール、グンボール等の捨
型枠を使用していた。
L Conventional technology 1 Conventionally, as a method for manufacturing this type of hollow PCa member, in addition to metal tubes, waste molds such as metal lath, styrofoam, gunball, etc. have been used as the formwork for the hollow part of the PCa member. Ta.

また、特に中空柱PCa部材の製造においては、遠心力
成型法があった。
In addition, particularly in the production of hollow column PCa members, there has been a centrifugal force molding method.

[発明が解決しようとする課題1 しかしながら、上記メタルチューブによる方法は、型枠
の組付は脱型が大変であり、また、上記7タルラスによ
る方法は、コンクリート打設時に70が流呂し、更に、
発泡スチロールやグンボール等による方法や遠心力成型
法は、コストアップになる等の問題、直があった。
[Problem to be Solved by the Invention 1] However, in the method using metal tubes, it is difficult to remove the formwork when assembling the formwork, and in the method using 7 Tarlas, the 70 is washed out during concrete pouring. Furthermore,
Methods using styrofoam, gun balls, etc., and centrifugal force molding methods had problems such as increased costs.

本発明は、上記従来の問題、αを解決するためになされ
たもので、その目的とするところは、簡単に型枠を形成
することができ、繰り返し使用が可能でコストダウンと
なり、任意形状で大形の中空を形成することができる中
空PCa部材の製造方法および装置を提供するものであ
る。
The present invention was made to solve the above-mentioned conventional problem α, and its purpose is to be able to easily form a formwork, to be able to use it repeatedly, to reduce costs, and to be able to form any shape. The present invention provides a method and apparatus for manufacturing a hollow PCa member that can form a large hollow.

EtlMを解決するための手段] 本発明の中空Pct部材の製造方法は、保持枠の周囲又
はその一部に複数本のエアーチューブを配置して成る内
周型枠の外側に所定間隔を隔てて外周型枠を組み付ける
と共に、これら内外の型枠の間に鉄筋を配筋し、上記エ
アーチューブを圧搾空気により膨らませた後、コンクリ
ートを打設し、該コンクリートの硬化後、上記エアーチ
ューブを萎ませてから内周型枠を引き抜くと共に、外周
型枠を脱型することを特徴とする。
Means for Solving EtlM] The method for manufacturing a hollow Pct member of the present invention includes air tubes arranged at predetermined intervals on the outside of an inner peripheral form, which is formed by arranging a plurality of air tubes around a holding frame or a part thereof. Assemble the outer formwork, place reinforcing bars between the inner and outer formwork, inflate the air tube with compressed air, pour concrete, and after the concrete hardens, let the air tube deflate. After that, the inner peripheral formwork is pulled out and the outer peripheral formwork is demolded.

また、本発明の中空Pct部材の製造装置は、保持型枠
の周囲又はその一部に複数本のエアーチューブを配置し
て成る内周型枠と、該エアーチューブ内に圧搾空気を供
給する手段と、上記内周型枠の外側に所定間隔を隔てて
組み付ける外周型枠から構成されることを特徴とするも
のである。
Further, the apparatus for manufacturing a hollow Pct member of the present invention includes an inner peripheral formwork including a plurality of air tubes arranged around or a part of the holding formwork, and a means for supplying compressed air into the air tubes. and an outer peripheral formwork assembled at a predetermined interval on the outside of the inner peripheral formwork.

本発明における中空PCa部材には、周囲が完全に閉鎖
されている空洞状のPCa部材の他に周囲の一部が欠け
ていて空洞の一部が外方に開放されているPCa部材も
含む。
The hollow PCa member in the present invention includes not only a hollow PCa member whose periphery is completely closed, but also a PCa member in which a part of the periphery is missing and a part of the cavity is opened to the outside.

[実施例] 以下、本発明の実施例について図面を参照しながら説明
する。
[Example] Hereinafter, an example of the present invention will be described with reference to the drawings.

PCaの 第1図において、lは内周型枠用の保持枠であって、所
定の直径と長さを有する塩化ビニール等の合成樹脂製あ
るいは金属製のパイプから成る0本実施例の保持枠1は
円匍状のパイプであるが、これに限定するものではなく
、必要に応じて角パイプや多角形あるいは楕円状のパイ
プであってもよい、また、保持枠1は、特に軽量の材料
から成る場合には、パイプ状でなくても中実状のもので
あってもよい。
In FIG. 1 of the PCa, l is a holding frame for the inner peripheral form, and is a holding frame of the 0-piece embodiment made of a synthetic resin such as vinyl chloride or a metal pipe having a predetermined diameter and length. 1 is a circular pipe, but the pipe is not limited to this, and may be a square pipe, a polygonal pipe, or an elliptical pipe if necessary.The holding frame 1 is made of a particularly lightweight material. If it is made of, it may not be pipe-shaped but may be solid.

2は内周型枠としてのエフチューブであって、上記保持
枠1の周囲に配置されている。該エアチューブ2は、ゴ
ムあるいは合成樹脂製の長尺状袋であって内部に圧搾空
気を注入することにより彫らみ、打設されたコンクリー
トの圧力に抵抗して型枠としての機能を発揮する。上記
エアチューブ2は、膨らんだ状態で隣同士が密着して7
0が流出しないように配置される。
Reference numeral 2 denotes an F-tube as an inner peripheral formwork, which is arranged around the holding frame 1. The air tube 2 is a long bag made of rubber or synthetic resin, which is carved by injecting compressed air into the bag, and functions as a formwork by resisting the pressure of poured concrete. . The air tubes 2 are in an inflated state and are in close contact with each other.
It is arranged so that 0 does not flow out.

上記各エフチューブ2の上端部には圧搾空気注入用のエ
フ供給管2aが取り付けられていて、エアーコンプレフ
サ等の適宜圧搾空気供給装置(図示せず)から圧搾空気
が供給される。各エアー供給管2aは相互に連通し、総
てのエアチューブ2の内圧が均一になるようにしである
An F supply pipe 2a for compressed air injection is attached to the upper end of each F tube 2, and compressed air is supplied from an appropriate compressed air supply device (not shown) such as an air compressor. The air supply pipes 2a communicate with each other so that the internal pressures of all the air tubes 2 are uniform.

以上のように保持枠1とエアチューブ2から構成された
内周型枠を、第1図に示すように、is3上に立設する
。3aは型枠止めである。
The inner peripheral formwork constituted of the holding frame 1 and the air tube 2 as described above is erected on the is3 as shown in FIG. 3a is a formwork stopper.

上記内周型枠の建込みが完了すると、次に、第3図に示
すように、その周囲に柱主筋4aおよび7−ブ4bから
成る柱鉄筋を配筋する。これらの柱主筋4aおよび7−
ブ4らは予め組み付けて柱能鉄筋としてセットするよう
にしてもよい。
When the erection of the inner peripheral formwork is completed, next, as shown in FIG. 3, column reinforcing bars consisting of column main reinforcements 4a and 7-branches 4b are arranged around it. These column main reinforcements 4a and 7-
The bars 4 may be assembled in advance and set as column reinforcing bars.

柱鉄筋4の建込みが完了すると、その外側に外周型枠5
を組み付ける。
When the erection of the column reinforcing bars 4 is completed, the outer peripheral formwork 5 is installed on the outside.
Assemble.

尚、上記内周型枠の建込み後に外周型枠5をセットして
、その闇に上記枝縄鉄筋4を挿入して尋ットしてもよい
、また、予め外周型枠5と柱鉄筋4を組み付けておいて
、該柱鉄筋4の内部に内周型枠を挿入してセットしても
よく、要するに内情に内周型枠を中間部に鉄筋を、そし
て外側に外周型枠を配置・組み付ければ、それらの組み
付は順序はいずれでもよい。
Incidentally, after the inner peripheral formwork is erected, the outer peripheral formwork 5 may be set and the branch rope reinforcing bars 4 may be inserted into the space. 4 may be assembled and set by inserting the inner peripheral formwork inside the column reinforcing bar 4.In short, the inner peripheral formwork is placed with the reinforcing bar in the middle part, and the outer peripheral formwork is placed on the outside.・As long as they are assembled, they can be assembled in any order.

以上の内外型枠および鉄筋のセットが完了すると、上記
エアチューブ2内に圧搾空気を供給して、エフチューブ
2を膨らませた後、該エアチューブ2と上記外周型枠5
との開にコンクリートCを打設する。
When the above-mentioned setting of the inner and outer formwork and reinforcing bars is completed, compressed air is supplied into the air tube 2 to inflate the F-tube 2, and then the air tube 2 and the outer peripheral formwork 5 are inflated.
Concrete C is placed in the gap between the two.

コンクリートが硬化したら、上記エアチューブ2内の圧
搾空気を抜いてエアチューブ2を1!ませた後、該保持
枠1お上りエアーチューブ2から成る内周型枠を引き抜
くと共に、外周型枠5を解体しで、第7図に示すように
、中空Pct柱部材を得る。
Once the concrete has hardened, remove the compressed air from the air tube 2 and close the air tube 2! After this, the inner peripheral formwork consisting of the holding frame 1 and the air tube 2 is pulled out, and the outer peripheral formwork 5 is dismantled to obtain a hollow Pct column member as shown in FIG.

兜!L旦1m生11 第8図および第9図に示すように、角バイブから成る保
持枠6の両Illおより下側に上述のエアチューブ2を
配置して構成した内側型枠の周囲に、梁主筋7aおよび
スターラツプ7bから成る梁鉄筋7を配筋し、更に、そ
の外側に外型枠8を組み付ける。
helmet! As shown in Figures 8 and 9, the above-mentioned air tubes 2 are arranged on the lower side of both sides of the holding frame 6 consisting of a square vibrator. Beam reinforcing bars 7 consisting of beam main reinforcements 7a and stirrups 7b are arranged, and outer formwork 8 is assembled on the outside thereof.

次に、上記エアチューブ2内に圧搾空気を注入して膨ら
ませた後、コンクリートCを打設する。
Next, compressed air is injected into the air tube 2 to inflate it, and then concrete C is poured.

コンクリ−)Cが硬化した後、上記エアチューブ2がら
空気を抜いてから内外の型枠を脱型し、第10図に示す
ような、中空PCa梁部材を得る。
After the concrete (C) has hardened, the air is removed from the air tube 2, and the inner and outer molds are removed to obtain a hollow PCa beam member as shown in FIG.

[発明の効果J 内周型枠を、保持枠の周囲又はその一部に複数本のエア
ーチューブを配置して構成し、該エアーチューブ内に圧
搾空気を注入することにより型枠を簡単に形成すること
ができ、繰り返し使用が可能でコストダウンとなり、任
意形状で大形の中空を形成することがでさる。
[Effect of the invention J: The inner peripheral formwork is constructed by arranging a plurality of air tubes around the holding frame or a part thereof, and the formwork is easily formed by injecting compressed air into the air tubes. It can be used repeatedly, reducing costs, and it is possible to form large hollows in arbitrary shapes.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は中空PCa柱部材を製造するための内周型枠の
セット状態を示す側断面図、第2図は第1図の■−■線
に沿った断面図、第3図は柱鉄筋および外周型枠を組付
けた状態の側断面図、第4図は第3図の■−rV線に沿
った断面図、第5図はコンクリート打設状態を示す側断
面図、第6図は第5図のVl−Vl線に沿った断面図、
第7図は中空PCa柱部材の横断面図、第8図は中空P
Ca梁部材の製造方法を説明する平断面図、第9図は第
8図のrX−ff線に沿った断面図、第10図は中空P
Ca梁部材の横断面図である。 1・・・保持枠、2・・・エアーチューブ、2a・・・
エアー供給管、3・−底盤、3a・・・型枠止め、4・
・・柱鉄筋、4a・・・柱主筋、4b・・・7−ブ、5
・・・外周型枠、6・・・保持枠、7・・・梁鉄筋、7
a・・・梁主筋、7b・・・スターラップ、8・・・外
型枠、C・・・コンクリート。
Figure 1 is a side sectional view showing the set state of the inner peripheral formwork for manufacturing hollow PCa column members, Figure 2 is a sectional view taken along the line ■-■ in Figure 1, and Figure 3 is the column reinforcing bar. Figure 4 is a sectional view taken along the ■-rV line in Figure 3, Figure 5 is a side sectional view showing the state of concrete pouring, Figure 6 is A sectional view taken along the line Vl-Vl in FIG.
Figure 7 is a cross-sectional view of the hollow PCa column member, and Figure 8 is the hollow P
A plan sectional view explaining the manufacturing method of the Ca beam member, FIG. 9 is a sectional view taken along the rX-ff line in FIG. 8, and FIG. 10 is a hollow P
It is a cross-sectional view of a Ca beam member. 1... Holding frame, 2... Air tube, 2a...
Air supply pipe, 3.-Bottom plate, 3a... Formwork stopper, 4.
...Column reinforcement, 4a...Column main reinforcement, 4b...7-b, 5
... Perimeter formwork, 6 ... Holding frame, 7 ... Beam reinforcing bar, 7
a... Beam main reinforcement, 7b... Stirrup, 8... Outer formwork, C... Concrete.

Claims (1)

【特許請求の範囲】 1、保持枠の周囲又はその一部に複数本のエアーチュー
ブを配置して成る内周型枠の外側に所定間隔を隔てて外
周型枠を組み付けると共に、これら内外の型枠の間に鉄
筋を配筋し、上記エアーチューブを圧搾空気により膨ら
ませた後、コンクリートを打設し、該コンクリートの硬
化後、上記エアーチューブを萎ませてから内周型枠を引
き抜くと共に、外周型枠を脱型することを特徴とする中
空PCa部材の製造方法。 2、保持型枠の周囲又はその一部に複数本のエアーチュ
ーブを配置して成る内周型枠と、該エアーチューブ内に
圧搾空気を供給する手段と、上記内周型枠の外側に所定
間隔を隔てて組み付ける外周型枠から構成されることを
特徴とする中空PCa部材の製造装置。
[Claims] 1. An outer peripheral form is assembled at a predetermined interval on the outside of an inner peripheral form consisting of a plurality of air tubes arranged around a holding frame or a part thereof, and these inner and outer molds are assembled. After placing reinforcing bars between the frames and inflating the air tube with compressed air, concrete is placed, and after the concrete hardens, the air tube is deflated, the inner formwork is pulled out, and the outer form is A method for manufacturing a hollow PCa member, which comprises demolding a formwork. 2. An inner peripheral formwork comprising a plurality of air tubes arranged around or in a part of the holding formwork, a means for supplying compressed air into the air tubes, and a predetermined means provided outside the inner peripheral formwork. A manufacturing apparatus for a hollow PCa member, characterized in that it is composed of outer peripheral forms that are assembled at intervals.
JP27921890A 1990-10-19 1990-10-19 Method and apparatus for manufacturing hollow PCa member Expired - Lifetime JP2905848B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27921890A JP2905848B2 (en) 1990-10-19 1990-10-19 Method and apparatus for manufacturing hollow PCa member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27921890A JP2905848B2 (en) 1990-10-19 1990-10-19 Method and apparatus for manufacturing hollow PCa member

Publications (2)

Publication Number Publication Date
JPH04155059A true JPH04155059A (en) 1992-05-28
JP2905848B2 JP2905848B2 (en) 1999-06-14

Family

ID=17608075

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27921890A Expired - Lifetime JP2905848B2 (en) 1990-10-19 1990-10-19 Method and apparatus for manufacturing hollow PCa member

Country Status (1)

Country Link
JP (1) JP2905848B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020094401A (en) * 2018-12-12 2020-06-18 鹿島建設株式会社 Construction method of structure
CN114704095A (en) * 2022-04-15 2022-07-05 濮阳市宏超建筑安装有限公司 Continuous casting equipment and method for reinforcement cage concrete pipe in building

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1854432B (en) * 2005-04-20 2010-12-29 孙长顺 Building template
KR102139580B1 (en) * 2018-06-01 2020-08-10 주식회사 삼영지관 Construction method pattern of the column using paperboard tube

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020094401A (en) * 2018-12-12 2020-06-18 鹿島建設株式会社 Construction method of structure
CN114704095A (en) * 2022-04-15 2022-07-05 濮阳市宏超建筑安装有限公司 Continuous casting equipment and method for reinforcement cage concrete pipe in building

Also Published As

Publication number Publication date
JP2905848B2 (en) 1999-06-14

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