JPS58222243A - Production of building wall - Google Patents

Production of building wall

Info

Publication number
JPS58222243A
JPS58222243A JP10551482A JP10551482A JPS58222243A JP S58222243 A JPS58222243 A JP S58222243A JP 10551482 A JP10551482 A JP 10551482A JP 10551482 A JP10551482 A JP 10551482A JP S58222243 A JPS58222243 A JP S58222243A
Authority
JP
Japan
Prior art keywords
window
building wall
formwork
concrete
plate
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
JP10551482A
Other languages
Japanese (ja)
Other versions
JPS6319658B2 (en
Inventor
正博 佐藤
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.)
Toshiba Corp
Original Assignee
Tokyo Shibaura Electric 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 Tokyo Shibaura Electric Co Ltd filed Critical Tokyo Shibaura Electric Co Ltd
Priority to JP10551482A priority Critical patent/JPS58222243A/en
Publication of JPS58222243A publication Critical patent/JPS58222243A/en
Publication of JPS6319658B2 publication Critical patent/JPS6319658B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (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】 [発明の技術分野] 本発明は建屋壁の製造方法に関する。[Detailed description of the invention] [Technical field of invention] The present invention relates to a method of manufacturing a building wall.

し発明の技術的背景1 例えば原子力発電所等の各種プラントにおいては、機器
、配管トレイ、ダクト、各種架台等のサポートを支持す
るために埋込金物が使用されており、この埋込金物は建
屋壁にあらかじめ埋め込まれて配設されている。
Technical background of the invention 1 For example, in various plants such as nuclear power plants, embedded hardware is used to support equipment, piping trays, ducts, various frames, etc. It is installed and embedded in the wall in advance.

第1図はこのような埋込金物を示すもので、この埋込金
物は例えば25Cm角のプレート1と、このプレート1
の隅部からそれぞれ立設されるスタッドボルト2と、プ
レート1の二隅に開けられた釘穴3とから構成されてい
る。
Fig. 1 shows such embedded metal fittings, which include, for example, a 25 cm square plate 1 and this plate 1.
It consists of stud bolts 2 erected from each corner of the plate 1, and nail holes 3 drilled in the two corners of the plate 1.

このような埋込金物の建屋壁への備え付けには、鉄筋4
の施工後あらかじめ決められた位置でスタッドボルト2
を鉄筋4に針金等で括りつける方法またはプレート1に
穿設された釘穴3を用いてプレート1を釘でコンクリー
トの型枠に固定する方法等が取られている。
When installing such embedded metal fittings on the building wall, reinforcing steel 4
After installation, insert stud bolt 2 at the predetermined position.
A method of fastening the plate 1 to a reinforcing bar 4 with wire or the like, or a method of fixing the plate 1 to a concrete formwork with nails using the nail holes 3 drilled in the plate 1, etc. are used.

[背景技術の問題点] しかしながらこのような方法によるときには、例えば数
千枚にも及ぶ埋込金物は1枚1枚手作業で備え付けられ
ることとなり、備え付は精度が非常に悪(、また埋込金
物は釘、針金等による仮止めとされるため、コンクリー
ト打設時の圧力により設定位置が太き(ずれるとともに
、コンクリート面に埋もれてしまうという問題があった
。そしてコンクリート打設後の埋込金物の追加およびプ
ラント稼動後の各設備の改造に伴う埋込金物の追加の場
合にはホールインアンカー等を使用する必要があった。
[Problems with the background art] However, when such a method is used, for example, thousands of embedded metal objects must be manually installed one by one, and the accuracy of the installation is very poor (and the mounting accuracy is very poor). Since the metal fittings are temporarily fixed with nails, wire, etc., there was a problem that the setting position was thick (shifted) and buried in the concrete surface due to the pressure during concrete pouring. Hole-in anchors, etc. had to be used when adding embedded metal fittings and when modifying equipment after plant operation.

[発明の目的] 本発明はかかる従来の事情に対処してなされたもので、
埋込金物の備え付は精度を向上し、また工事期間を短縮
し、さらにはどこからでもサポートの取れる建屋壁の製
造方法を提供しようとするものである。
[Object of the invention] The present invention has been made in response to such conventional circumstances,
The purpose of installing embedded metal fittings is to improve accuracy, shorten the construction period, and provide a manufacturing method for building walls that can be supported from anywhere.

[発明の概要1 すなわち本発明は、建屋壁の基礎に鉄筋を配設する鉄筋
配設工程と、この鉄筋配設工程の後前記鉄筋を挾んで少
なくとも一方に複数の窓およびコンクリート打設側にス
タッドボルトを有する型枠を設置する型枠設置工程と、
前記窓を使用し前記11:ll 型枠を一定間隔をおいて連結部材により連結する連結工
程と、この連結工程の後前記窓を蓋板により塞ぐ窓塞ぎ
工程と、この窓塞ぎ工程の後前記型枠間にコンクリート
を打設するコンクリート打設工程とからなることを特徴
とする建屋壁の製造方法である。
[Summary of the Invention 1 In other words, the present invention includes a reinforcing bar placement step in which reinforcing bars are placed on the foundation of a building wall, and after this reinforcing bar placement step, a plurality of windows are placed between the reinforcing bars on at least one side and a plurality of windows are placed on the concrete pouring side. a formwork installation step of installing a formwork having stud bolts;
A connecting step of connecting the formwork using connecting members at regular intervals using the window, a window closing step of closing the window with a cover plate after this connecting step, and after this window closing step the above-mentioned This method of manufacturing a building wall is characterized by comprising a concrete pouring step of pouring concrete between formworks.

[発明の実施例1 以下本発明の詳細を図面を参照してその一実施例につい
て説明する。
[Embodiment 1 of the Invention] The details of the present invention will be described below with reference to the drawings.

本発明の一実施例の建屋壁の製造方法によれば、まず建
屋壁の基礎に鉄筋4を配設する鉄筋配設工程が行なわれ
、そしてこの鉄筋配設工程の後鉄筋4を挾んで型枠を設
置する型枠設置工程が行なわれる。
According to the method for manufacturing a building wall according to an embodiment of the present invention, first, a reinforcing bar placement process is performed in which reinforcing bars 4 are placed on the foundation of the building wall, and after this reinforcing bar placement process, the reinforcing bars 4 are sandwiched and molded. A formwork installation step is performed to install the frame.

この型枠設置工程に使用される型枠は第2図に示すよう
に、多数の矩形状の窓5を形成された一組の井桁状の鉄
板6と、この井桁状の鉄板6のコンクリ−1・打設側に
配設される多数のスタッドボルト7と、それぞれの窓5
の四隅に配設されるボルト孔8とから形成されており、
井桁状の鉄板6の大きさはほぼ壁面と同一の大きさとさ
れている。
The formwork used in this formwork installation process, as shown in FIG. 1. A large number of stud bolts 7 arranged on the pouring side and each window 5
It is formed from bolt holes 8 arranged at the four corners of the
The size of the cross-shaped iron plate 6 is approximately the same as the wall surface.

この型枠設置工程の後、前述した型枠を一定間隔をおい
て連結する連結工程が行なわれる。
After this formwork installation process, a connecting process is performed in which the formworks described above are connected at regular intervals.

3− すなわちこの連結工程は、第2図に示すように井桁状の
鉄板6に形成される窓5を使用し、井桁状の鉄板6の井
桁の交差部の間にあらかじめ一定の長さに切断された連
結部材9を溶接等により連結することにより行なわれる
3- In other words, this connection process uses a window 5 formed in a cross-shaped iron plate 6, as shown in FIG. This is done by connecting the connected connecting members 9 that have been connected together by welding or the like.

この連結工程の後、井桁状の鉄板6に形成された窓5を
塞ぐ窓塞ぎ工程が行なわれる。
After this connection process, a window closing process is performed to close the windows 5 formed in the cross-shaped iron plates 6.

すなわちこの窓塞ぎ工程は、第3図に示すようにあらか
じめ一定の形状に切断された蓋板10をボルト11によ
り井桁状の鉄板6の窓5に取付けることにより行なわれ
、ボルト11は蓋板10を介して井桁状の鉄板6のボル
ト孔8に螺合される。
That is, this window closing process is carried out by attaching a cover plate 10 cut into a certain shape in advance to the window 5 of the cross-shaped iron plate 6 with bolts 11, as shown in FIG. It is screwed into the bolt hole 8 of the cross-shaped iron plate 6 through the hole.

この窓塞ぎ工程の後、型枠の間にコンクリート≧ 1.12を打設するコンクリート打設工程が行なわれる
After this window closing step, a concrete pouring step is performed in which concrete≧1.12 is poured between the formworks.

第4図ないし第6図は、このコンクリート打設工程終了
後の建屋壁を示しており、第4図は一部を断面で示す外
観図であり、第5図および第6図はそれぞれ第4図のv
−v線およびVl −Vl線に沿う断面図である。
Figures 4 to 6 show the building wall after this concrete pouring process is completed, Figure 4 is an external view showing a part of it in cross section, and Figures 5 and 6 are respectively v in the diagram
-V line and Vl-Vl line.

4− 以上述べたような建屋壁の製造方法によれば、埋込金物
を直接型枠としているので、従来のように手作業による
埋込金物の建屋壁への備え付けは不要となり、作業能率
が向上するとともに、埋込金物の備え付は精度を向上す
ることができる。
4- According to the manufacturing method for building walls as described above, the embedded hardware is directly used as the formwork, so there is no need to manually attach the embedded hardware to the building wall as in the past, improving work efficiency. At the same time, it is possible to improve the accuracy of the mounting of the embedded metal fittings.

また、機器、配管、トレイ、ダクト、および各種架台用
のサポートを壁面のどの位置からでも取ることができ、
機器配管等の追加およびレイアウトの変更に対して容易
に対処することができる。
In addition, supports for equipment, piping, trays, ducts, and various types of mounts can be taken from any position on the wall.
Addition of equipment piping, etc. and changes in layout can be easily handled.

[発明の効果] 以上述べたように本発明の建屋壁の製造方法によれば、
埋込金物をひとつずつ鉄筋等に固定する必要がなくなる
ので建屋壁の製造期間を大幅に削減することができる。
[Effects of the Invention] As described above, according to the method for manufacturing a building wall of the present invention,
Since it is no longer necessary to fix embedded hardware one by one to reinforcing bars, etc., the manufacturing period for building walls can be significantly reduced.

また、埋込金物の位置精度を大幅に向上することができ
る。
Moreover, the positional accuracy of the embedded metal object can be greatly improved.

なお以上述べた実施例では、井桁状の鉄板をほぼ壁面と
同一の大きさにした例について述べたが、適当に分割し
て用いてもよいことは勿論である。
In the embodiment described above, an example was described in which the cross-shaped iron plate was made almost the same size as the wall surface, but it goes without saying that it may be used by appropriately dividing it.

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

第1図は従来の埋込金物の備え付は方法を説明するため
の説明図、第2図は一組の型枠を示す外観図、第3図は
井桁状の鉄板に窓を取付けた状態を示す正面図、第4図
はコンクリート打設工程の後の壁面を示す外観図、第5
図は第4図のv−v線に沿う縦断面図、第6図は第4図
のVl −Vlに沿う縦断面図である。 4・・・・・・・・・・・・鉄 筋 5・・・・・・・・・・・・窓 7・・・・・・・・・・・・スタッドボルト9・・・・
・・・・・・・・連結部材 10・・・・・・・・・・・・蓋板 (7317)  代理人弁理士 則近憲佑(ばか1名) □ 第4図 7− 第3図 第5図 第6図
Figure 1 is an explanatory diagram to explain the conventional installation method for embedded metal fittings, Figure 2 is an external view showing a set of formwork, and Figure 3 is a state in which a window is attached to a cross-shaped iron plate. Figure 4 is an external view showing the wall surface after the concrete pouring process, Figure 5 is a front view showing the
The figure is a longitudinal sectional view taken along line v--v in FIG. 4, and FIG. 6 is a longitudinal sectional view taken along line Vl--Vl in FIG. 4. 4・・・・・・・・・・・・Rebar 5・・・・・・・・・Window 7・・・・・・・・・Stud bolt 9・・・
・・・・・・・・・Connecting member 10・・・・・・・・・・・・Lid plate (7317) Representative patent attorney Kensuke Norichika (one idiot) □ Fig. 4 7- Fig. 3 Figure 5 Figure 6

Claims (1)

【特許請求の範囲】[Claims] (1)建屋壁の基礎に鉄筋を配設する鉄筋配設工程と、
この鉄筋配設工程の後前記鉄筋を挾んで少なくとも一方
に複数の窓およびコンクリート打設側にスタッドボルト
を有する型枠を設置する型枠設置工程と、前記窓を使用
し前記型枠を一定間隔をおいて連結部材により連結する
連結工程と、この連結工程の後前記窓を蓋板により塞ぐ
窓塞ぎ工程と、この窓塞ぎ工程の後前記型枠間にコンク
リートを打設するコンクリート打設工程とからなること
を特徴とする建屋壁の製造方法。
(1) A reinforcing bar installation process of arranging reinforcing bars on the foundation of the building wall;
After this reinforcing bar placement step, there is a formwork installation step of sandwiching the reinforcing bars and installing a formwork having a plurality of windows on at least one side and stud bolts on the concrete pouring side, and using the windows to install the formwork at regular intervals. a connecting step in which the window is connected by a connecting member after the connection step; a window closing step in which the window is closed with a cover plate after the connecting step; and a concrete pouring step in which concrete is poured between the formworks after the window closing step. A method for manufacturing a building wall, comprising:
JP10551482A 1982-06-21 1982-06-21 Production of building wall Granted JPS58222243A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10551482A JPS58222243A (en) 1982-06-21 1982-06-21 Production of building wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10551482A JPS58222243A (en) 1982-06-21 1982-06-21 Production of building wall

Publications (2)

Publication Number Publication Date
JPS58222243A true JPS58222243A (en) 1983-12-23
JPS6319658B2 JPS6319658B2 (en) 1988-04-23

Family

ID=14409706

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10551482A Granted JPS58222243A (en) 1982-06-21 1982-06-21 Production of building wall

Country Status (1)

Country Link
JP (1) JPS58222243A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6062352A (en) * 1983-09-14 1985-04-10 鹿島建設株式会社 Steel and concrete synthetic durable wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6062352A (en) * 1983-09-14 1985-04-10 鹿島建設株式会社 Steel and concrete synthetic durable wall
JPH0123621B2 (en) * 1983-09-14 1989-05-08 Kajima Corp

Also Published As

Publication number Publication date
JPS6319658B2 (en) 1988-04-23

Similar Documents

Publication Publication Date Title
JP3101731B2 (en) Assembling type steel frame and construction method using it
EP0392610A2 (en) Wall units for constructing buildings
JPS58222243A (en) Production of building wall
JP2003034997A (en) Earthquake-resistant steel plate wall and its construction method
JPS6055168A (en) Anchoring of embedded metal article
JPS6210370A (en) Construction of curtain wall using pc beam in building
JPS6168954A (en) Construction of outer wall using precast truss plate
JP2614000B2 (en) Basics of steel frame
JP3069610B2 (en) Concrete casting method and casting formwork
JP2606486Y2 (en) Stone sticking device for sticking stone to the surface of concrete buildings
JPS61106007A (en) Foundation construction of control panel
JP2003138748A (en) Steel plate form, steel plate form unit and building wall construction method using steel plate form unit
JPH02167937A (en) Connecting work of steel plate-concrete structure
JPH0696916B2 (en) Construction method of partition wall wall panel for extension
JPS59122653A (en) Construction of flat slab
JPS62153466A (en) Frame structure for casting concrete
JPS60203752A (en) Attachment structure of floor panel and reinforcing pillar to beam
JPS58146663A (en) Attachment of earthquake-proof element for reinforcing existing building
JPH0633115Y2 (en) Beam formwork assembly equipment
JP3047847U (en) Foundation mounting brackets and foundation mounting columns
JP2836409B2 (en) Construction method of reinforced concrete wall using PC version
JPS60261867A (en) Structural panel and construction of wall body by structuralpanel
JPS62170640A (en) Outer wall structure of building
JPH0240820B2 (en)
JPH09256457A (en) Building assembly method