JPH04247908A - Plate material made of precast concrete, its manufacture and concrete form - Google Patents

Plate material made of precast concrete, its manufacture and concrete form

Info

Publication number
JPH04247908A
JPH04247908A JP2531891A JP2531891A JPH04247908A JP H04247908 A JPH04247908 A JP H04247908A JP 2531891 A JP2531891 A JP 2531891A JP 2531891 A JP2531891 A JP 2531891A JP H04247908 A JPH04247908 A JP H04247908A
Authority
JP
Japan
Prior art keywords
formwork
concrete
cylindrical female
precast concrete
female threaded
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
JP2531891A
Other languages
Japanese (ja)
Other versions
JP2566851B2 (en
Inventor
Keiji Okamatsu
岡松 啓二
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.)
Tokai Kogyo Co Ltd
Original Assignee
Tokai Kogyo 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 Tokai Kogyo Co Ltd filed Critical Tokai Kogyo Co Ltd
Priority to JP3025318A priority Critical patent/JP2566851B2/en
Publication of JPH04247908A publication Critical patent/JPH04247908A/en
Application granted granted Critical
Publication of JP2566851B2 publication Critical patent/JP2566851B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Abstract

PURPOSE:To provide a plate material made of precast concrete, which can build a wall surface precisely without taking much labor and time, and provide its manufacturing method and a concrete form. CONSTITUTION:This is a plate material 1 made of precast concrete where an opening part 6 of the tip of a cylindrical female screw body 4 press-contacted to a profile iron reinforcing rod 3 arranged within is shown up above the surface. The opening part 6 of the tip is for arrangement of the iron reinforcing rod by joining to the cylindrical female screw body of the other profile iron reinforcing rod 3 through a connecting bolt. After the concrete is placed and solidified within a concrete form. where the cylindrical female screw body 4 press-contacted beforehand to an end part of the profile iron reinforcing rod is stood up at a right angle to the inside of a concrete form, de-concrete- molding is performed and the plate material made of the precast concrete is manufactured.

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、土木建設工事等におい
て壁面等を構築する際に使用するプレキャストコンクリ
ート板材及びその製造法と型枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a precast concrete board used in constructing walls, etc. in civil engineering construction work, a method for manufacturing the same, and a formwork.

【0002】0002

【従来の技術】従来の鉄筋コンクリート壁面構築工事の
場合は現場において異形鉄筋を組合わせて配筋を行ない
、その周囲に型枠をセットした後コンクリート打設を行
っていた。配筋作業の際には、他の構造体の鉄筋との接
合を伴うので、配筋作業には多くの手間と時間を要して
いた。またプレキャストコンクリートにおける多本数の
筒状めねじ体の使用は、取付位置や取付角度等がズレや
すいという問題があった。さらにこれらのことは壁面構
築工事の工期を長期化する原因にもなっていた。
2. Description of the Related Art In the case of conventional reinforced concrete wall construction work, reinforcing bars were arranged on site by combining them, a formwork was set around the reinforcing bars, and then concrete was poured. Reinforcement work requires a lot of effort and time because it involves joining reinforcing bars from other structures. Furthermore, the use of a large number of cylindrical female threaded bodies in precast concrete has the problem that the mounting position, mounting angle, etc. are likely to be misaligned. Furthermore, these factors also caused the construction period of the wall construction work to become longer.

【0003】0003

【発明が解決しようとする課題】本発明が解決しようと
する課題は、手間と時間をかけずに正確に壁面を構築す
ることができるプレキャストコンクリート板材及びその
製造法と型枠を提供することにある。
[Problems to be Solved by the Invention] The problem to be solved by the present invention is to provide a precast concrete board, a method for manufacturing the same, and a formwork that allow wall surfaces to be constructed accurately without spending much time and effort. be.

【0004】0004

【課題を解決するための手段】かかる課題を解決した本
発明の要旨は、 1)板状コンクリートの内部に、予め鉄筋材の端部に圧
着した筒状めねじ体を同板状コンクリートの表面と直角
に埋設し、同筒状めねじ体の先端開口部を同表面に露出
させたプレキャストコンクリート板材 2)予め鉄筋材の端部と圧着した筒状めねじ体を型枠材
の内面と直角に同内面に着脱自在に立設し、同型枠材を
他の型枠材と組合わせて所定形状の型枠を形成し、同型
枠内にコンクリートを打設して固化させた後同型枠を除
去するプレキャストコンクリート板材製造法3)複数の
孔を配列穿孔したフラットバー材を型枠材の内面に沿っ
て取付け、同フラットバー材のそれぞれの孔に、筒状め
ねじ体が着脱自在なリング状のコマ部材を固定したプレ
キャストコンクリート板材用型枠にある。
[Means for Solving the Problems] The gist of the present invention that solves the above problems is as follows: 1) A cylindrical female threaded body, which is crimped to the end of a reinforcing bar in advance, is placed inside a plate-shaped concrete on the surface of the same plate-shaped concrete. Precast concrete plate material buried perpendicularly to the inner surface of the formwork material, with the tip opening of the cylindrical female threaded body exposed on the same surface 2) The cylindrical female threaded body, which has been crimped to the end of the reinforcing bar material in advance, is buried at right angles to the inner surface of the formwork material. The same formwork material is removably installed on the same inner surface, the same formwork material is combined with other formwork materials to form a formwork of a specified shape, concrete is poured into the formwork, and after hardening, the same formwork is Precast concrete plate manufacturing method to remove 3) A flat bar material with multiple holes arranged and drilled is installed along the inner surface of the formwork material, and a cylindrical female threaded body is attached to each hole of the flat bar material and a ring is attached and detached. This is a formwork for precast concrete plates with fixed frame members.

【0005】[0005]

【作用】本発明のプレキャストコンクリート板材の表面
には筒状めねじ体の先端開口部が露出しているので、同
先端開口部に、他の異形鉄筋の筒状めねじ体を接続ボル
トを介して接合し配筋を行うようになっている。同筒状
めねじ体は同表面と直角をなすように埋設しているので
、他の異形鉄筋との接合も正確に行うことができ、作業
中にズレることもない。
[Operation] Since the tip opening of the cylindrical female threaded body is exposed on the surface of the precast concrete plate of the present invention, the cylindrical female threaded body of another deformed reinforcing bar can be connected to the same tip opening via a connecting bolt. The structure is designed to connect and place reinforcement. Since the cylindrical female threaded body is buried perpendicular to the same surface, it can be accurately joined to other deformed reinforcing bars and will not shift during work.

【0006】本発明のプレキャストコンクリート板材製
造法では、型枠材の内面に予め鉄筋材の端部と圧着した
筒状めねじ体を直角に着脱自在に立設し、同型枠材を他
の型枠材と組み合わせて所定形状の型枠を形成する。そ
して型枠内にコンクリートを打設し固化させた後、同型
枠を除去すると、同筒状めねじ体及び同配筋材を埋設し
たプレキャストコンクリート板材が完成する。同筒状め
ねじ体の先端開口部は同型枠材の内面に接した状態で立
設しているので、同先端開口部は完成後の同プレキャス
トコンクリート板材の表面に露出したものになる。
[0006] In the precast concrete plate manufacturing method of the present invention, a cylindrical female threaded body crimped to the end of a reinforcing bar in advance is erected at right angles to the inner surface of a formwork material so that it can be attached and removed freely, and the same formwork material is attached to other molds. A formwork of a predetermined shape is formed by combining with the frame material. After pouring concrete into the formwork and solidifying it, the formwork is removed to complete a precast concrete plate in which the cylindrical female threaded body and the reinforcing material are embedded. Since the tip opening of the cylindrical female threaded body is erected in contact with the inner surface of the formwork material, the tip opening will be exposed on the surface of the precast concrete plate after completion.

【0007】本発明のプレキャストコンクリート板材用
型枠では、型枠材の内面に沿って取り付けたフラットバ
ー材に配列穿孔した孔にそれぞれコマ部材を固定してい
る。同コマ部材に筒状めねじ体を着脱自在に取り付ける
ようになっており、同筒状めねじ体の位置決め及び直角
保持を正確に行うことができる。また同筒状めねじ体の
ねじ部を損傷することもなく、脱枠作業も容易である。
[0007] In the formwork for precast concrete plate material of the present invention, the frame members are fixed to the holes arranged and drilled in the flat bar material attached along the inner surface of the formwork material. The cylindrical female threaded body is detachably attached to the frame member, and the cylindrical female threaded body can be accurately positioned and held at right angles. Further, the threaded portion of the cylindrical female threaded body is not damaged, and the work of removing the frame is easy.

【0008】[0008]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。図1はプレキャストコンクリート板材の実施例を
示す一部切欠斜視図、図2は型枠の実施例を示す斜視図
、図3は図2のA−Aにおける一部切欠断面図、図4は
製造法の実施例を示す工程説明図、図5は他のプレキャ
ストコンクリート板材の実施例を示す正面図である。
Embodiments Hereinafter, embodiments of the present invention will be explained based on the drawings. Fig. 1 is a partially cutaway perspective view showing an example of a precast concrete plate, Fig. 2 is a perspective view showing an example of a formwork, Fig. 3 is a partially cutaway sectional view taken along A-A in Fig. 2, and Fig. 4 is a manufacturing process. FIG. 5 is a front view showing another example of a precast concrete plate material.

【0009】本実施例のプレキャストコンクリート板材
1では、板状コンクリート2の内部に、予め異形鉄筋3
の端部に圧着した筒状めねじ体4を板状コンクリート2
の表面5と直角に埋設し、筒状めねじ体4の先端開口部
6を表面5に露出させている。予め製作したプレキャス
トコンクリート板材1を現場にて所定位置に配置し、他
の異形鉄筋の端部に圧着した筒状めねじ体を先端開口部
6に接続ボルトを介して接合して配筋作業を行うので、
手間と時間を大幅に低減することができ、正確な作業を
行える。
In the precast concrete plate material 1 of this embodiment, deformed reinforcing bars 3 are pre-installed inside the concrete plate 2.
The cylindrical female screw body 4 crimped to the end of the plate-shaped concrete 2
is buried perpendicularly to the surface 5 of the cylindrical female threaded body 4, and the tip opening 6 of the cylindrical female threaded body 4 is exposed to the surface 5. The precast concrete plate material 1 manufactured in advance is placed at a predetermined position on the site, and the cylindrical female threaded body crimped to the end of another deformed reinforcing bar is joined to the tip opening 6 via a connecting bolt to perform the reinforcement work. I will do it, so
It can significantly reduce labor and time and allow for accurate work.

【0010】本実施例のプレキャストコンクリート板材
1製造用の型枠7では、複数の孔8を配列穿孔したフラ
ットバー材9を型枠材10の内面11に沿って取り付け
、それぞれの孔8に筒状めねじ体4が着脱自在なリング
状のコマ部材12を固定している。フラットバー材9と
コマ部材12との組合わせをしているのでコンクリート
打設作業及び脱枠作業を円滑かつ確実に行うことができ
、筒状めねじ体4のねじ部13を損傷することもない。 また筒状めねじ体4の位置と直角度を正確に確保するこ
とができる。
In the formwork 7 for manufacturing the precast concrete plate material 1 of this embodiment, a flat bar material 9 having a plurality of holes 8 arranged and drilled therein is attached along the inner surface 11 of the formwork material 10, and a cylinder is inserted into each hole 8. A removable ring-shaped piece member 12 is fixed by a female threaded body 4. Since the flat bar material 9 and the block member 12 are combined, concrete placement work and frame removal work can be carried out smoothly and reliably, and the threaded part 13 of the cylindrical female threaded body 4 is not damaged. do not have. Further, the position and perpendicularity of the cylindrical female threaded body 4 can be accurately ensured.

【0011】本実施例のプレキャストコンクリート板材
1の製造法では、型枠材10の内面11と直角に予め異
形鉄筋3に圧着した筒状めねじ体4を着脱自在に立設し
、型枠材10を他の型枠材14と組合わせて所定形状の
型枠7を形成し、型枠7内にコンクリート15を打設し
固化させた後、型枠7を除去し、プレキャストコンクリ
ート板材1を完成させる。筒状めねじ体4のねじ部13
への異物侵入防止のため先端開口部6にはキャップ16
をセットしている。
In the manufacturing method of the precast concrete plate material 1 of this embodiment, a cylindrical female threaded body 4 crimped to the deformed reinforcing bar 3 in advance is erected at right angles to the inner surface 11 of the formwork material 10 in a detachable manner, and the formwork material 10 is 10 is combined with other formwork material 14 to form a formwork 7 of a predetermined shape, concrete 15 is poured into the formwork 7 and solidified, then the formwork 7 is removed and the precast concrete plate material 1 is Finalize. Threaded portion 13 of cylindrical female threaded body 4
A cap 16 is attached to the tip opening 6 to prevent foreign matter from entering the
is set.

【0012】図5は他のプレキャストコンクリート板材
17の実施例を示している。予め異形鉄筋の端部に圧着
した筒状めねじ体18を表面19と直角に多数埋設して
いる。筒状めねじ体18に予め圧着した異形鉄筋はプレ
キャストコンクリート板材17内部の主鉄筋20に取り
付けている。またプレキャストコンクリート板材17に
は窓枠21を取り付けるようにもなっている。
FIG. 5 shows another embodiment of a precast concrete plate 17. A large number of cylindrical female screw bodies 18, which are crimped to the ends of the deformed reinforcing bars in advance, are buried perpendicular to the surface 19. The deformed reinforcing bars crimped in advance to the cylindrical female threaded body 18 are attached to the main reinforcing bars 20 inside the precast concrete plate 17. Furthermore, a window frame 21 is attached to the precast concrete board 17.

【0013】[0013]

【発明の効果】本発明により、手間と時間をかけずに正
確に壁面を構築することができるプレキャストコンクリ
ート板材及びその製造法と型枠を提供することができる
[Effects of the Invention] According to the present invention, it is possible to provide a precast concrete board, a method for manufacturing the same, and a formwork that allow wall surfaces to be constructed accurately without much effort and time.

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

【図1】プレキャストコンクリート板材の実施例を示す
一部切欠斜視図である。
FIG. 1 is a partially cutaway perspective view showing an example of a precast concrete plate material.

【図2】型枠の実施例を示す一部切欠斜視図である。FIG. 2 is a partially cutaway perspective view showing an example of the formwork.

【図3】図2のA−Aにおける一部切欠断面図である。FIG. 3 is a partially cutaway sectional view taken along line AA in FIG. 2;

【図4】製造法の実施例を示す工程説明図である。FIG. 4 is a process explanatory diagram showing an example of a manufacturing method.

【図5】他のプレキャストコンクリート板材の実施例を
示す正面図である。
FIG. 5 is a front view showing another example of a precast concrete plate material.

【符号の説明】[Explanation of symbols]

1  プレキャストコンクリート板材 2  板状コンクリート 3  異形鉄筋 4  筒状めねじ体 5  表面 6  先端開口部 7  型枠 8  孔 9  フラットバー材 10  型枠材 11  内面 12  コマ部材 13  ねじ部 14  型枠材 15  コンクリート 16  キャップ 17  プレキャストコンクリート板材18  筒状め
ねじ体 19  表面 20  主鉄筋 21  窓枠
1 Precast concrete plate material 2 Plate concrete 3 Deformed reinforcing bar 4 Cylindrical female thread body 5 Surface 6 Tip opening 7 Formwork 8 Hole 9 Flat bar material 10 Formwork material 11 Inner surface 12 Piece member 13 Threaded portion 14 Formwork material 15 Concrete 16 Cap 17 Precast concrete plate material 18 Cylindrical female thread body 19 Surface 20 Main reinforcing bar 21 Window frame

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】  板状コンクリートの内部に、予め鉄筋
材の端部に圧着した筒状めねじ体を同板状コンクリート
の表面と直角に埋設し、同筒状めねじ体の先端開口部を
同表面に露出させたプレキャストコンクリート板材。
[Claim 1] A cylindrical female threaded body crimped to the end of a reinforcing bar material in advance is buried inside a plate-shaped concrete at right angles to the surface of the same plate-shaped concrete, and the tip opening of the cylindrical female threaded body is Precast concrete plate exposed on the same surface.
【請求項2】  予め鉄筋材の端部と圧着した筒状めね
じ体を型枠材の内面と直角に同内面に着脱自在に立設し
、同型枠材を他の型枠材と組合わせて所定形状の型枠を
形成し、同型枠内にコンクリートを打設して固化させた
後同型枠を除去するプレキャストコンクリート板材製造
法。
[Claim 2] A cylindrical female threaded body crimped to the end of a reinforcing bar material in advance is erected at right angles to the inner surface of the formwork material in a detachable manner, and the same formwork material is combined with other formwork materials. A precast concrete board production method in which a formwork of a predetermined shape is formed using concrete, concrete is poured into the formwork, and the formwork is removed after solidification.
【請求項3】  複数の孔を配列穿孔したフラットバー
材を型枠材の内面に沿って取付け、同フラットバー材の
それぞれの孔に、筒状めねじ体が着脱自在なリング状の
コマ部材を固定したプレキャストコンクリート板材用型
枠。
3. A ring-shaped piece member in which a flat bar material with a plurality of arranged holes is attached along the inner surface of the formwork material, and a cylindrical female threaded body can be detachably attached to each hole of the flat bar material. Formwork for precast concrete plates with fixed.
JP3025318A 1991-01-25 1991-01-25 Precast concrete plate manufacturing method and formwork Expired - Lifetime JP2566851B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3025318A JP2566851B2 (en) 1991-01-25 1991-01-25 Precast concrete plate manufacturing method and formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3025318A JP2566851B2 (en) 1991-01-25 1991-01-25 Precast concrete plate manufacturing method and formwork

Publications (2)

Publication Number Publication Date
JPH04247908A true JPH04247908A (en) 1992-09-03
JP2566851B2 JP2566851B2 (en) 1996-12-25

Family

ID=12162643

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3025318A Expired - Lifetime JP2566851B2 (en) 1991-01-25 1991-01-25 Precast concrete plate manufacturing method and formwork

Country Status (1)

Country Link
JP (1) JP2566851B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101244780B1 (en) 2011-11-21 2013-03-18 한국건설기술연구원 Manufacturing method of fiber reinforced precast concrete member

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55148854A (en) * 1979-05-11 1980-11-19 Nippon Concrete Ind Co Ltd Combined light concrete board
JPS5786089A (en) * 1980-11-17 1982-05-28 Tokyo Shibaura Electric Co Body structure for carrying out and into instrument of reactor building

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55148854A (en) * 1979-05-11 1980-11-19 Nippon Concrete Ind Co Ltd Combined light concrete board
JPS5786089A (en) * 1980-11-17 1982-05-28 Tokyo Shibaura Electric Co Body structure for carrying out and into instrument of reactor building

Also Published As

Publication number Publication date
JP2566851B2 (en) 1996-12-25

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