JPS61125807A - Manufacture of prestressed concrete member with through-hole - Google Patents

Manufacture of prestressed concrete member with through-hole

Info

Publication number
JPS61125807A
JPS61125807A JP24798184A JP24798184A JPS61125807A JP S61125807 A JPS61125807 A JP S61125807A JP 24798184 A JP24798184 A JP 24798184A JP 24798184 A JP24798184 A JP 24798184A JP S61125807 A JPS61125807 A JP S61125807A
Authority
JP
Japan
Prior art keywords
formwork
membrane
hole
concrete
column
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
JP24798184A
Other languages
Japanese (ja)
Inventor
斎田 和男
清水 平三郎
飯川 啓一
賢 天野
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu 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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP24798184A priority Critical patent/JPS61125807A/en
Publication of JPS61125807A publication Critical patent/JPS61125807A/en
Pending legal-status Critical Current

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  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は軸方向に沿う貫通孔を有するPC柱等の89部
材の製作法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for manufacturing an 89 member such as a PC column having a through hole along the axial direction.

本出願人は先に貫通孔を有するPC柱を提案した。この
PC柱は、第3A図に示すように柱15の軸心部に上端
から下端に抜出る貫通孔15aを有する;ものである。
The present applicant previously proposed a PC column having a through hole. This PC pillar has a through hole 15a extending from the upper end to the lower end at the axial center of the pillar 15, as shown in FIG. 3A.

そしてPC柱15の施工法は、まずPC柱を吊込み、柱
鉄筋12を下柱′の柱鉄筋12aと接合した後、鉄筋外
側に継手部用型枠6を組立て、貫通孔15・aの上方か
らトレミーパイプ7を挿入し、第3B図に示すようにパ
イプから生コンクリート14を注入し、継手部15bの
コンクリートを充填した段階で、注入を継続しつつパイ
プを引上げて貫通孔をコンクリートで充填してPC柱を
スラブ8上に立設するものである。上記PC柱15の製
作法として、第2図に示すものを試みた。この方法は、
まず柱の軸心部にあたる位置に、貫通孔用型枠としての
木製型枠11を筒状に立設状態に組立て、ついで型枠外
側に柱鉄筋12を配筋し、さらにその外側に型枠13を
組立て、そ;後型枠1、13@にコンクリート14を打
設するものである。
The construction method for the PC column 15 is to first suspend the PC column, connect the column reinforcing bars 12 to the column reinforcing bars 12a of the lower column', and then assemble the formwork 6 for the joint part on the outside of the reinforcing bars, and then Insert the tremie pipe 7 from above, pour ready-mixed concrete 14 through the pipe as shown in Fig. 3B, and when the joint part 15b is filled with concrete, pull up the pipe while continuing pouring and fill the through hole with concrete. The PC pillars are then filled and erected on the slab 8. As a method of manufacturing the PC column 15, the method shown in FIG. 2 was tried. This method is
First, a wooden formwork 11 as a through-hole formwork is assembled into a cylindrical standing position at a position corresponding to the axis of the column, then column reinforcing bars 12 are arranged on the outside of the formwork, and then the formwork is placed on the outside of the formwork. 13 is assembled, and then concrete 14 is poured into the formworks 1 and 13@.

(発明が解決しようとする問題点) □ 上記の試みによると、貫通孔用型枠の建込み及び解
体が容易でない等作業上改善すべき点が多かった。
(Problems to be solved by the invention) □ According to the above-mentioned attempts, there were many problems that needed to be improved in terms of work, such as the difficulty in erecting and dismantling the through-hole formwork.

(問題点を解決するための手段) 本発明では貫通孔用型枠として柔軟性を有するゴム、塩
化ビニール等の部材で構成したチューブ状の膜型枠1を
用いており、まずこの膜型枠1を縦方向に垂下してから
、外側型枠3を立設状態に組立て、その後膜型枠内に所
定圧の気体を吹込みこの型枠を気体圧で保形させつつ、
外側型枠内にコンクリート4を打設し、上記膜型枠をコ
ンクリートで巻き、打設後に模型枠内の気体を抜き、吸
引力により脱型し、貫通孔5aを有する柱、杭等の80
部材5を形成するものである。膜型枠1のセットは、外
側型枠3を組立てた後に行ってもよい。膜型枠1を垂下
する位置は、80部材の軸心部又はその他の所定の位置
である。
(Means for Solving the Problems) In the present invention, a tubular membrane formwork 1 made of a flexible member such as rubber or vinyl chloride is used as a formwork for through holes. 1 is suspended in the vertical direction, the outer formwork 3 is assembled in an upright state, and then gas at a predetermined pressure is blown into the membrane formwork to maintain its shape with gas pressure, while
Concrete 4 is poured into the outer formwork, the membrane formwork is wrapped with concrete, and after casting, the gas inside the model frame is removed, and the mold is removed by suction force to form columns, piles, etc. 80 having through-holes 5a.
It forms the member 5. The membrane formwork 1 may be set after the outer formwork 3 is assembled. The position at which the membrane formwork 1 is suspended is the axial center of the member 80 or other predetermined position.

(実施例) 以下本発明の一実施例としてPC柱に適用した例を第1
A図乃至第1C図を参照して説明する。
(Example) The following is an example in which the present invention is applied to a PC pillar as an example of the present invention.
This will be explained with reference to FIGS. A to 1C.

まず、第1A図に示すように柱の軸心部となる位置に、
ゴムからなる断面円形のチューブ状であって下端を閉塞
した貫通孔用型枠である膜型枠1を垂下し、ついでその
外側に柱主筋2及びフープ21を配筋し、配筋後に外側
型枠3を立設状態に組立てる。その後、第1B図に示す
ように膜型枠1内に所定圧の空気を吹込み、この型枠を
空気圧で保形させつつ外側型枠3内にコンクリート4を
打設して、膜型枠をコンクリートで巻く。コンクリート
打設後、膜型枠1内の空気を抜いてこの型枠を取除き、
さらに外側型枠3も脱型すると、第10図に示すように
軸心部に貫通孔5aを有するPCC50形成できる。
First, as shown in Figure 1A, at the position of the axis of the column,
A membrane formwork 1, which is a through-hole formwork made of rubber and has a circular cross-sectional tube shape and whose lower end is closed, is hung down, and then the column main reinforcement 2 and the hoop 21 are arranged on the outside of the membrane formwork 1, and after the reinforcement is arranged, the outer mold is formed. Assemble frame 3 in an upright position. Thereafter, as shown in FIG. 1B, air at a predetermined pressure is blown into the membrane formwork 1, and concrete 4 is placed inside the outer formwork 3 while the formwork is kept in shape by air pressure. wrapped in concrete. After concrete is poured, the air in the membrane formwork 1 is removed and this formwork is removed.
Furthermore, when the outer mold 3 is also removed from the mold, a PCC 50 having a through hole 5a in the axial center can be formed as shown in FIG.

なお、貫通孔が複数あるPC柱についても、土偶と同様
にして製作する。
Note that PC pillars with multiple through holes are also manufactured in the same manner as clay figurines.

(発明の効果) 本発明では、貫通孔用型枠として柔軟性を有する膜型枠
を用いて製作するので、貫通孔用型枠の建込み及び取外
しが容易に行え、製作作業の迅速化が図れる。
(Effects of the Invention) In the present invention, the through-hole formwork is manufactured using a flexible membrane formwork, so the through-hole formwork can be easily installed and removed, and the manufacturing work can be speeded up. I can figure it out.

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

第1A図乃至第1C図は本発明の一実施例における工程
図、 第2図は従来例の型枠を組立てた状態を示す平断□面図
、 第3A図及び第3B図は本出願人が先に提案した貫通孔
を有するPC柱の施工法における工程図である。 1・・・膜型枠      3・・・外側型枠4・・・
コンクリート   5・・・PC部材5a−・・貫通孔 以上 特許出願人        清水建設株式会社] 第3B図
Figures 1A to 1C are process diagrams of an embodiment of the present invention; Figure 2 is a plan view showing the assembled formwork of a conventional example; Figures 3A and 3B are the applicant's This is a process diagram of the method of constructing a PC column with a through hole that was previously proposed. 1... Membrane formwork 3... Outer formwork 4...
Concrete 5...PC member 5a-...through hole or more Patent applicant Shimizu Corporation] Figure 3B

Claims (1)

【特許請求の範囲】[Claims] 柔軟性を有する部材で構成したチューブ状の膜型枠を縦
方向に垂下してから、この膜型枠内に所定圧の気体を吹
込み型枠を保形させつつ、立設状態に組立てた外側型枠
内にコンクリートを打設して膜型枠をコンクリートで巻
き、その後膜型枠内の気体を抜いて吸引力により膜型枠
を脱型することを特徴とする貫通孔を有するPC部材の
製作法。
A tube-shaped membrane form made of flexible material is hung vertically, and then gas at a predetermined pressure is blown into the membrane form to maintain its shape and assemble it into an upright position. A PC member having through holes characterized in that concrete is poured into the outer formwork, the membrane formwork is wrapped with concrete, and then the gas in the membrane formwork is removed and the membrane formwork is demolded by suction force. production method.
JP24798184A 1984-11-26 1984-11-26 Manufacture of prestressed concrete member with through-hole Pending JPS61125807A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24798184A JPS61125807A (en) 1984-11-26 1984-11-26 Manufacture of prestressed concrete member with through-hole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24798184A JPS61125807A (en) 1984-11-26 1984-11-26 Manufacture of prestressed concrete member with through-hole

Publications (1)

Publication Number Publication Date
JPS61125807A true JPS61125807A (en) 1986-06-13

Family

ID=17171416

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24798184A Pending JPS61125807A (en) 1984-11-26 1984-11-26 Manufacture of prestressed concrete member with through-hole

Country Status (1)

Country Link
JP (1) JPS61125807A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5310624A (en) * 1977-05-26 1978-01-31 Aane Konratsudo Asaabet Rorufu Method of producing by horizontal moulding box hollow concrete piles etc*having at least one through longitudinal cavity within
JPS53140516A (en) * 1977-05-13 1978-12-07 Matsushita Electric Works Ltd Motor
JPS5546918A (en) * 1978-09-30 1980-04-02 Ishikawajima Kenzai Kogyo Kk Core for molding concrete hollow portion

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53140516A (en) * 1977-05-13 1978-12-07 Matsushita Electric Works Ltd Motor
JPS5310624A (en) * 1977-05-26 1978-01-31 Aane Konratsudo Asaabet Rorufu Method of producing by horizontal moulding box hollow concrete piles etc*having at least one through longitudinal cavity within
JPS5546918A (en) * 1978-09-30 1980-04-02 Ishikawajima Kenzai Kogyo Kk Core for molding concrete hollow portion

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