JPH08312039A - Pc form wall - Google Patents

Pc form wall

Info

Publication number
JPH08312039A
JPH08312039A JP7122901A JP12290195A JPH08312039A JP H08312039 A JPH08312039 A JP H08312039A JP 7122901 A JP7122901 A JP 7122901A JP 12290195 A JP12290195 A JP 12290195A JP H08312039 A JPH08312039 A JP H08312039A
Authority
JP
Japan
Prior art keywords
wall
formwork
reinforcements
embedded
bar arrangement
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
JP7122901A
Other languages
Japanese (ja)
Inventor
Hiroshi Mizuhashi
浩 水橋
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.)
Toshiba Corp
Original Assignee
Toshiba 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 Toshiba Corp filed Critical Toshiba Corp
Priority to JP7122901A priority Critical patent/JPH08312039A/en
Publication of JPH08312039A publication Critical patent/JPH08312039A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

Abstract

PURPOSE: To eliminate interference between an embedded metallic material and wall bar arrangement, and improve the working efficiency in installing a wall form by unitizing these by previously arranging the embedded metallic material and the wall bar arrangement in a PC form. CONSTITUTION: A PC form wall 9 is a building wall skeleton, and in a form to be used to place concrete, an embedded metal fitting 3 is embedded in a PC form 1. Vertical bar arrangement 4 and horizontal bar arrangement 5 of wall bar arrangement are applied to a position of avoiding a stud of this embedded metal fitting 3, and these are unitized. Concrete is placed in a wall bar arrangement part of this form, and is formed as a building wall skeleton integrally formed with the PC formwork wall 9.

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、原子力発電所などにお
ける建屋の壁躯体工事に係るPC型枠壁に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a PC formwork wall for construction of a building wall in a nuclear power plant or the like.

【0002】[0002]

【従来の技術】原子力発電所などの建屋壁躯体を構築す
る工事における従来のPC型枠工法では、型枠として図
3の正面図および図4の斜視図に示すように、プレキャ
ストコンクリートによるPC型枠1を使用しているが、
このPC型枠1の所定位置には、配管などの各種機器を
支持するために、裏側にスタッド2を植立した埋込金物
3を予め埋設している。
2. Description of the Related Art In a conventional PC formwork method for construction of a building wall structure such as a nuclear power plant, a PC form made of precast concrete is used as a formwork as shown in the front view of FIG. 3 and the perspective view of FIG. I am using frame 1,
At a predetermined position of the PC form 1, an embedded hardware 3 having a stud 2 set up on the back side is embedded in advance in order to support various devices such as piping.

【0003】このPC型枠1は、既に施工済みの縦配筋
4および横配筋5による壁配筋の外側に設置され、裏側
の壁配筋に対してコンクリートを打設してPC型枠1と
一体にした建屋壁躯体を構築する。
The PC formwork 1 is installed on the outside of the wall reinforcement by the vertical reinforcements 4 and the horizontal reinforcements 5, which have already been constructed. The PC formwork is made by placing concrete on the wall reinforcement on the back side. Build a building wall structure that is integrated with 1.

【0004】なお、複数のPC型枠1同士は、その接合
部にシール用ゴム6とレベル調整用のボルト7を介して
接続金具8で連結し、接合部における打設コンクリート
のシールと、PC型枠1同士の位置調整および配列を行
う。
A plurality of PC molds 1 are connected to each other at their joints via a sealing rubber 6 and level adjusting bolts 7 by connecting metal fittings 8 to seal the cast concrete at the joints and PC. The positions of the molds 1 are adjusted and arranged.

【0005】[0005]

【発明が解決しようとする課題】このPC型枠1による
壁型枠の設置作業に際して、PC型枠1を所定位置に設
置した際に、PC型枠1に予め取付けられている埋込金
物3のスタッド2と、縦配筋4および横配筋5による壁
配筋の位置が干渉することがあり、この時にはその都
度、当該壁配筋の位置を埋込金物3のスタッド2より回
避する補修作業を実施していた。
In the work of installing the wall formwork by the PC formwork 1, when the PC formwork 1 is installed at a predetermined position, the embedded metal article 3 previously attached to the PC formwork 1 is installed. There is a case where the position of the wall reinforcement due to the vertical reinforcement 4 and the horizontal reinforcement 5 interferes with the stud 2 of No. 4, and at this time, the position of the wall reinforcement is avoided from the stud 2 of the embedded hardware 3 each time. I was working on it.

【0006】したがって、従来のPC型枠1による壁躯
体構築工事については、壁型枠設置の作業効率が低いと
いう支障があった。本発明の目的とするところは、PC
型枠に予め埋込金物と壁配筋を配設してユニット化する
ことにより、埋込金物と壁配筋の干渉をなくして、壁型
枠設置の作業効率を向上したPC型枠壁を提供すること
にある。
Therefore, in the construction work of the wall skeleton using the conventional PC formwork 1, there is a problem that the work efficiency of installing the wall formwork is low. The object of the present invention is to provide a PC
By arranging the embedded hardware and the wall reinforcement in the formwork in advance and making it into a unit, interference between the embedded hardware and the wall reinforcement is eliminated, and a PC mold wall that improves the work efficiency of wall formwork installation. To provide.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
請求項1記載の発明に係るPC型枠壁は、建屋壁躯体で
コンクリート打設に用いる型枠が、PC型枠に埋込金具
とこの埋込金具のスタッドを回避した壁配筋を施してユ
ニット化したことを特徴とする。
In order to achieve the above object, the PC formwork wall according to the invention of claim 1 is such that the formwork used for concrete pouring in the building wall frame is an embedded metal fitting in the PC formwork. It is characterized by a wall reinforcement that avoids the studs of this embedded metal fitting to form a unit.

【0008】請求項2記載の発明に係るPC型枠壁は、
PC型枠壁がPC型枠の両側に壁配筋の横配筋を固定し
た固定板を設けたことを特徴とする。請求項3記載の発
明に係るPC型枠壁は、PC型枠壁が複数の配列により
隣接した固定板を連結金具で連結することを特徴とす
る。
According to a second aspect of the present invention, there is provided a PC formwork wall,
It is characterized in that the PC form wall is provided with fixing plates on both sides of which the PC form frames are fixed with lateral reinforcement of wall reinforcement. According to a third aspect of the present invention, there is provided a PC form wall, in which a plurality of arrangements of the PC form walls connect adjacent fixing plates with a connecting fitting.

【0009】請求項4記載の発明に係るPC型枠壁は、
壁配筋である縦配筋の上部に縦配筋相互を連結する受け
具を設けたことを特徴とする。請求項5記載の発明に係
るPC型枠壁は、PC型枠壁を設置した後に壁配筋にコ
ンクリートを打設して建屋壁躯体を構築することを特徴
とする。
According to a fourth aspect of the present invention, there is provided a PC formwork wall,
It is characterized in that a receiver for connecting the longitudinal reinforcements is provided above the longitudinal reinforcements which are wall reinforcements. A PC formwork wall according to a fifth aspect of the present invention is characterized in that after the PC formwork wall is installed, concrete is placed on the wall reinforcements to construct a building wall structure.

【0010】[0010]

【作用】請求項1記載の発明は、PC型枠には予め埋込
金具が埋設されると共に、この埋込金具のスタッドを回
避して壁配筋の縦配筋および横配筋が施されてユニット
化してあるので、型枠設置の際に埋込金具のスタッドと
壁配筋との干渉は生じない。
According to the first aspect of the present invention, the PC formwork is pre-embedded with the embedding metal fittings, and the studs of the embedding metal fittings are avoided so that the longitudinal and horizontal reinforcements of the wall reinforcements are provided. Since it is unitized as a unit, there is no interference between the studs of the embedded metal fittings and the wall reinforcement when installing the formwork.

【0011】請求項2記載の発明は、横配筋はPC型枠
の両側に設置した固定板に固定して配筋してある。請求
項3記載の発明は、配列したPC型枠壁は、左右に隣接
した固定板同士を連結金具で連結することにより、互い
に固定される。
According to the second aspect of the present invention, the horizontal reinforcing bars are fixed by fixing plates installed on both sides of the PC formwork. In the invention according to claim 3, the arranged PC form walls are fixed to each other by connecting the fixing plates adjacent to each other on the left and right sides with the connecting fittings.

【0012】請求項4記載の発明は、上方のPC型枠壁
の縦配筋を下方のPC型枠壁の縦配筋の上端に設けた受
け具と連結して、上下のPC型枠壁を配列する。請求項
5記載の発明は、PC型枠壁を配列して設置した型枠内
の壁配筋にコンクリートを打設することで、PC型枠壁
と一体の建屋壁躯体が構築される。
According to a fourth aspect of the present invention, the vertical reinforcement of the upper PC form wall is connected to the receiving member provided at the upper end of the vertical reinforcement of the lower PC form wall, and the upper and lower PC form walls are connected. Array. According to the fifth aspect of the present invention, the building wall structure integrated with the PC form wall is constructed by placing concrete on the wall reinforcement in the form installed by arranging the PC form walls.

【0013】[0013]

【実施例】本発明の一実施例について図面を参照して説
明する。図1の斜視図および図2の裏面図に示すよう
に、PC型枠壁9は、PC型枠1の所定位置に埋込金物
3を埋設すると共に、その裏側に予め埋込金物3のスタ
ッド2と干渉しない位置に壁配筋である縦配筋4と横配
筋5を格子状に組込んでユニット化している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings. As shown in the perspective view of FIG. 1 and the back view of FIG. 2, the PC form wall 9 has the embedded metal fitting 3 embedded in a predetermined position of the PC mold 1, and the stud of the embedded metal fitting 3 is previously formed on the back side thereof. The vertical reinforcing bars 4 and the horizontal reinforcing bars 5, which are wall reinforcing bars, are assembled in a lattice form at a position where they do not interfere with 2.

【0014】横配筋5の両端は、PC型枠壁9の両側面
に固定された固定板10に溶接により設けられ、また、縦
配筋4の上端には、上方に設置されるPC型枠壁9の縦
配筋4と連結する受け具11が設けられている。なお、こ
の縦配筋4は、前記横配筋5とその交点において結合さ
れている。
Both ends of the horizontal bar 5 are provided by welding to fixing plates 10 fixed to both side surfaces of the PC form frame wall 9, and the upper end of the vertical bar 4 is a PC type installed above. A receiver 11 is provided which is connected to the vertical bars 4 of the frame wall 9. The vertical bar 4 is connected to the horizontal bar 5 at its intersection.

【0015】さらに、PC型枠壁9の片側面および底面
には、シール用ゴム6が配設されており、上面には上方
に設定されるPC型枠壁9のレベルを調整するためのボ
ルト7が設けられて構成している。
Further, a sealing rubber 6 is provided on one side surface and a bottom surface of the PC mold wall 9, and a bolt for adjusting the level of the PC mold wall 9 set above is provided on the upper surface. 7 is provided and configured.

【0016】次に上記構成による作用について説明す
る。建屋壁躯体の構築に際してはコンクリートの打設に
先立ち、複数のPC型枠壁9を整然と配列して、所定の
形状の型枠を形成する。
Next, the operation of the above configuration will be described. When constructing a building wall structure, a plurality of PC formwork walls 9 are arranged in order to form a formwork of a predetermined shape prior to placing concrete.

【0017】これらの上下配置は、PC型枠壁9の上面
に設けられているボルト7によりレベル調整をし、縦配
筋4については、その下端を下方のPC型枠壁9の縦配
筋4の受け具11に挿入して互いを連結して、PC型枠壁
9間は、底面のシール用ゴム6により密着される。
The vertical arrangement of these is adjusted by the bolts 7 provided on the upper surface of the PC form wall 9, and the lower end of the vertical bar 4 is arranged vertically on the lower PC form wall 9. 4 is inserted into the receiving member 11 and connected to each other, and the PC mold wall 9 is closely adhered by the sealing rubber 6 on the bottom surface.

【0018】また、配列されたPC型枠壁9の左右につ
いては、片側面に配設されたシール用ゴム6を介して、
隣り合う固定板10を連結金具12によって連結する。この
PC型枠壁9の固定板10相互を連結することで、互いの
横配筋5も連結されると共に、シール用ゴム6により密
着される。
On the left and right sides of the arranged PC mold walls 9, through the rubber for sealing 6 arranged on one side,
Adjacent fixing plates 10 are connected by connecting fittings 12. By connecting the fixing plates 10 of the PC form wall 9 to each other, the lateral reinforcements 5 are also connected to each other, and are closely attached by the rubber 6 for sealing.

【0019】建屋壁躯体の構築は、例えば、このPC型
枠壁9を背中合わせにして型枠を組立てた後に、壁配筋
の中にコンクリート打設を行うが、配列したPC型枠壁
9の相互間の隙間に流入しようとする打設コンクリート
は、前記シール用ゴム6にてシールされる。
The building wall structure is constructed, for example, by assembling the molds with the PC mold walls 9 back to back and then placing concrete in the wall reinforcement. The cast concrete that is about to flow into the gap between the two is sealed by the sealing rubber 6.

【0020】打設されたコンクリートの養生が済めば、
PC型枠壁9と一体の建屋壁躯体が完成する。なお、P
C型枠壁9における埋込金物3のスタッド2と縦配筋4
および横配筋5との干渉は、各PC型枠壁9において、
予め製造時に回避して施工されているので生じない。
Once the cast concrete is cured,
The building wall structure integrated with the PC form wall 9 is completed. Note that P
Studs 2 and longitudinal bars 4 of embedded hardware 3 in C-frame wall 9
And the interference with the horizontal bar 5, in each PC formwork wall 9,
It does not occur because it was constructed by avoiding it during manufacturing.

【0021】[0021]

【発明の効果】以上本発明によれば、PC型枠と埋込金
物を壁配筋と共にユニット化したことで、埋込金物のス
タッドと壁配筋との干渉が回避でき、PC型枠壁と一体
の壁躯体を作業効率良く構築することが可能となる。ま
た、PC型枠壁はユニット化されていることから、現場
における作業工程が短縮できる効果もある。
As described above, according to the present invention, since the PC formwork and the embedded metal product are unitized together with the wall reinforcement, the interference between the stud of the embedded hardware and the wall reinforcement can be avoided, and the PC formwork wall. It is possible to construct a wall structure integrated with the above with good work efficiency. In addition, since the PC formwork wall is unitized, there is also an effect that the work process on site can be shortened.

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

【図1】本発明に係る一実施例のPC型枠壁の斜視図。FIG. 1 is a perspective view of a PC form wall according to an embodiment of the present invention.

【図2】本発明に係る一実施例のPC型枠壁の裏面図。FIG. 2 is a back view of the PC form wall of the embodiment according to the present invention.

【図3】従来のPC型枠の正面図。FIG. 3 is a front view of a conventional PC form.

【図4】従来のPC型枠の斜視図。FIG. 4 is a perspective view of a conventional PC form.

【符号の説明】[Explanation of symbols]

1…PC型枠、2…スタッド、3…埋込金物、4…縦配
筋、5…横配筋、6…シール用ゴム、7…ボルト、8…
接続金具、9…PC型枠壁、10…固定板、11…受け具、
12…連結金具。
DESCRIPTION OF SYMBOLS 1 ... PC form, 2 ... Stud, 3 ... Embedded metal article, 4 ... Vertical arrangement, 5 ... Horizontal arrangement, 6 ... Seal rubber, 7 ... Bolt, 8 ...
Connection fittings, 9 ... PC form wall, 10 ... Fixing plate, 11 ... Receptacle,
12 ... Connecting bracket.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 建屋壁躯体でコンクリート打設に用いる
型枠が、PC型枠に埋込金具とこの埋込金具のスタッド
を回避した壁配筋を施してユニット化したことを特徴と
するPC型枠壁。
1. A PC for a formwork used for placing concrete in a building wall structure, wherein the PC formwork is unitized by embedding metal fittings and wall reinforcements avoiding studs of the embedding metalwork. Formwork wall.
【請求項2】 前記PC型枠壁が、PC型枠の両側に壁
配筋の横配筋を固定した固定板を設けたことを特徴とす
る請求項1記載のPC型枠壁。
2. The PC formwork wall according to claim 1, wherein the PC formwork wall is provided with fixing plates for fixing lateral reinforcements of wall reinforcements on both sides of the PC formwork.
【請求項3】 前記PC型枠壁が、複数の配列により隣
接した固定板を連結金具で連結することを特徴とする請
求項1乃至請求項2記載のPC型枠壁。
3. The PC formwork wall according to claim 1, wherein the PC formwork wall connects adjacent fixing plates in a plurality of arrangements with a connecting fitting.
【請求項4】 前記壁配筋である縦配筋の上部に縦配筋
相互を連結する受け具を設けたことを特徴とする請求項
1乃至請求項3記載のPC型枠壁。
4. The PC form wall according to claim 1, wherein a receiving member that connects the vertical reinforcements is provided on an upper portion of the vertical reinforcements that are the wall reinforcements.
【請求項5】 前記PC型枠壁を設置した後に壁配筋に
コンクリートを打設して建屋壁躯体を構築することを特
徴とする請求項1乃至請求項4記載のPC型枠壁。
5. The PC formwork wall according to claim 1, wherein after the PC formwork wall is installed, concrete is placed on the wall reinforcements to construct a building wall frame.
JP7122901A 1995-05-23 1995-05-23 Pc form wall Pending JPH08312039A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7122901A JPH08312039A (en) 1995-05-23 1995-05-23 Pc form wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7122901A JPH08312039A (en) 1995-05-23 1995-05-23 Pc form wall

Publications (1)

Publication Number Publication Date
JPH08312039A true JPH08312039A (en) 1996-11-26

Family

ID=14847428

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7122901A Pending JPH08312039A (en) 1995-05-23 1995-05-23 Pc form wall

Country Status (1)

Country Link
JP (1) JPH08312039A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113944256A (en) * 2021-12-03 2022-01-18 赵泽舟 Construction process of secondary lift pump house

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113944256A (en) * 2021-12-03 2022-01-18 赵泽舟 Construction process of secondary lift pump house
CN113944256B (en) * 2021-12-03 2022-12-20 赵泽舟 Construction process of secondary lift pump house

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