JP2604048B2 - Concrete building wall structure - Google Patents

Concrete building wall structure

Info

Publication number
JP2604048B2
JP2604048B2 JP457190A JP457190A JP2604048B2 JP 2604048 B2 JP2604048 B2 JP 2604048B2 JP 457190 A JP457190 A JP 457190A JP 457190 A JP457190 A JP 457190A JP 2604048 B2 JP2604048 B2 JP 2604048B2
Authority
JP
Japan
Prior art keywords
concrete
embedded
wall
wall structure
building
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.)
Expired - Fee Related
Application number
JP457190A
Other languages
Japanese (ja)
Other versions
JPH03212544A (en
Inventor
亨 丸山
一浩 青嶋
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 JP457190A priority Critical patent/JP2604048B2/en
Publication of JPH03212544A publication Critical patent/JPH03212544A/en
Application granted granted Critical
Publication of JP2604048B2 publication Critical patent/JP2604048B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【発明の詳細な説明】 [発明の目的] (産業上の利用分野) 本発明はたとえば原子力発電所の建屋内にダクト、配
管などを据付け易く構成したコンクリート建屋の壁面構
造体に関する。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Industrial Application Field) The present invention relates to a wall structure of a concrete building in which ducts, pipes, and the like are easily installed in a building of a nuclear power plant, for example.

(従来の技術) 例えば原子力発電所等の各種プラントにおいては配
管、トレイ、ダクト等のサポートを支持するために埋込
金物が使用されている。
(Prior Art) For example, in various plants such as a nuclear power plant, embedded hardware is used to support pipes, trays, ducts and the like.

この埋込金物は建屋壁内にあらかじめ埋め込まれて配
設されている。
The embedded hardware is embedded and arranged in advance in the building wall.

第3図はこのような埋込金物を埋設した従来のコンク
リート建屋の壁面構造体を示すものである。すなわち、
埋込金物は例えば25cm角の鋼製プレート1と、このプレ
ート1の隅部から溶接などでそれぞれ固定されたスタッ
ドボルト2とからなっている。スタッドボルト2は複数
本の鉄筋3間に仮止めされたのち、コンクリート建屋を
構築するためのコンクリート4が打設され、コンクリー
ト4に一体的に固定される。プレート1の表面はコンク
リート壁5に露出し、その表面には第4図に示すような
サポート9が取着される。
FIG. 3 shows a wall structure of a conventional concrete building in which such an embedded hardware is buried. That is,
The metal fitting includes, for example, a steel plate 1 of 25 cm square and stud bolts 2 fixed from the corners of the plate 1 by welding or the like. After the stud bolts 2 are temporarily fixed between the plurality of reinforcing bars 3, concrete 4 for constructing a concrete building is cast and fixed integrally to the concrete 4. The surface of the plate 1 is exposed on the concrete wall 5, on which a support 9 as shown in FIG. 4 is attached.

埋込金物プレート1のサポート9にはたとえば第4図
に示したようにダクト6、メイン配管7および小径配管
8などがそれぞれ個別に据付けられる。
On the support 9 of the embedded metal plate 1, for example, a duct 6, a main pipe 7, a small-diameter pipe 8, and the like are individually installed as shown in FIG.

このような埋込金物プレート1を建屋壁5に据付ける
に際しては鉄筋3の施工後、あらかじめ定められた位置
にスタッドボルト2を鉄筋3に針金等で括りつける方法
またはプレート1にあらかじめ穿設した釘穴に釘を打ち
つけプレート1をコンクリートの型枠に固定する方法等
が採られている。
When such an embedded metal plate 1 is installed on a building wall 5, a stud bolt 2 is tied to the reinforcing bar 3 at a predetermined position by wire or the like after the reinforcing bar 3 is installed, or the plate 1 is previously drilled. A method of hitting a nail into a nail hole and fixing the plate 1 to a concrete formwork or the like is employed.

(発明が解決しようとする課題) しかしながら、このようなコンクリート建屋の壁面構
造体では例えば数千枚にも及ぶ埋込金物を壁面全体に配
置すれば規則性がなく、散在して雑然となっており、し
かも一枚一枚手作業で据付けられることになり、作業能
率だけでなく据付け精度が低下してしまう課題がある。
(Problems to be Solved by the Invention) However, in such a wall structure of a concrete building, if, for example, thousands of embedded hardware are arranged on the entire wall surface, there is no regularity, and they are scattered and cluttered. In addition, since the work pieces are manually installed one by one, there is a problem that not only the work efficiency but also the installation accuracy is reduced.

また、埋込金物は釘、針金などで鉄筋3に仮止めされ
るため、コンクリート打設時の圧力によって設定位置が
大きくくずれるとともに、プレート1がコンクリート4
内に埋もれてしまう課題がある。
In addition, since the embedded metal is temporarily fixed to the reinforcing bar 3 with a nail, a wire, or the like, the set position is largely displaced by the pressure at the time of placing the concrete, and the plate 1 is moved to the concrete 4.
There is a problem that is buried inside.

さらに、埋込金物はコンクリート打設後に支持能力を
発揮しなければならないにもかかわらず、コンクリート
の養生期間まで待たなければならない。そのため、配管
などを建屋内に早期に搬入しても床に仮置するか、また
は据付け高さが高い配管などを据付けるに際しては床か
ら別の架台などを組んで仮止めしておくなどの必要があ
る。
In addition, despite the fact that the buried hardware must exert its supporting capacity after the concrete is cast, it must wait until the concrete is cured. For this reason, even if pipes etc. are brought into the building early, they should be temporarily placed on the floor, or when installing pipes with a high installation height, temporarily mount them on a separate stand from the floor. There is a need.

本発明は上記課題を解決するためになされたもので、
埋込金物の枚数を低減し、据付け能率および精度を向上
させ、工期短縮につながるコンクリート建屋の壁面構造
体を提供することにある。
The present invention has been made to solve the above problems,
An object of the present invention is to provide a wall structure of a concrete building that reduces the number of embedded hardware, improves installation efficiency and accuracy, and shortens the construction period.

[発明の構成] (課題を解決するための手段) 本発明は鉄骨と、この鉄骨に連結された短冊状埋込金
物と、この埋込金物の背面を覆うコンクリートで打設さ
れたコンクリート壁とからなり、前記埋込金物は前記壁
面に沿って所定の間隔で複数列配置されているを特徴と
する。
[Constitution of the Invention] (Means for Solving the Problems) The present invention relates to a steel frame, a strip-shaped embedded metal piece connected to the steel frame, and a concrete wall cast with concrete covering the back surface of the embedded metal piece. And a plurality of embedded metal objects are arranged at predetermined intervals along the wall surface.

(作 用) 細長い短冊状埋込金物はその表面が露出するようにし
てコンクリートが打設され、その壁内に埋込まれる。こ
の埋込金物の表面にダクト、配管、トレイなどを支持す
るサポートを取り付けて、ダクト、配管、トレイなどを
据付ける。これらの支持は支持点間の応力、たわみの制
限および系全体の固有周期の制限から支持点間距離の最
大値の制限がある。この壁に取り付けるサポートのう
ち、数が多く支持点間距離の小さいものを選び、その距
離で一定間隔に埋込金物をコンクリート壁内に埋設す
る。
(Operation) The strip-shaped embedded metal is cast into concrete with its surface exposed and embedded in the wall. A support for supporting a duct, a pipe, a tray, and the like is attached to the surface of the embedded hardware, and the duct, the pipe, the tray, and the like are installed. These supports have a maximum value of the distance between the support points due to the stress between the support points, the limitation of the deflection, and the limitation of the natural period of the entire system. Among the supports to be mounted on the wall, a support having a large number and a small distance between support points is selected, and the embedded metal is buried in the concrete wall at a certain interval at the distance.

この埋込金物によってダクト、配管、トレイなどを一
定間隔で規則的に据付けることができる。
With this embedded metal, ducts, pipes, trays and the like can be regularly installed at regular intervals.

また、一定間隔で壁の一端から他端まで広範囲にわた
り据付けることができ、さらに埋込金物はコンクリート
打設用型枠の一部として利用できる。
Moreover, it can be installed over a wide range from one end to the other end of the wall at regular intervals, and the embedded metal can be used as a part of a concrete casting formwork.

(実施例) 第1図および第2図を参照しながら本発明に係るコン
クリート建屋の壁面構造体の一実施例を説明する。
(Embodiment) An embodiment of a wall structure of a concrete building according to the present invention will be described with reference to FIG. 1 and FIG.

第1図中、符号10は細長い短冊状鋼板製埋込金物で、
この埋込金物10の背面にはリブプレート11が接続されて
いる。リブプレート11はコンクリート建屋を構築するた
めの骨組柱となる鉄骨12にボルト締めで接続されてい
る。このようにして埋込金物10はリブプレート11を介し
て鉄骨12に立設固定されている。この埋込金物10の前面
に若干隙間13をもたせて型枠14を立てコンクリート15を
打設しコンクリート15が固まった時点で型枠14を取外す
ことによってコンクリート建屋の壁面構造体が構成され
る。
In FIG. 1, reference numeral 10 denotes an elongated metal strip-shaped steel plate embedding hardware.
A rib plate 11 is connected to a back surface of the embedded hardware 10. The rib plate 11 is connected by bolts to a steel frame 12 serving as a framed column for constructing a concrete building. In this way, the embedded hardware 10 is fixed upright to the steel frame 12 via the rib plate 11. A wall 14 of a concrete building is constructed by setting up a formwork 14 with a slight gap 13 in front of the embedded hardware 10 and placing concrete 15 and removing the formwork 14 when the concrete 15 has hardened.

しかして、第2図に示したように複数の埋込金物10を
たとえば幅30cm、長さ300cmで、コンクリート建屋壁15
に上下方向一列に200cmのピッチで配列し、かつ隣り合
う列と分割のレベルを合わせ壁面構造体を構成する。
Then, as shown in FIG. 2, a plurality of embedded hardware 10 is, for example, 30 cm wide and 300 cm long,
They are arranged in a line in the vertical direction at a pitch of 200 cm, and the level of division with the adjacent lines is combined to form a wall structure.

そして、埋込金物10にダクト6、メイン配管7、小径
配管8を据付けるためのサポート9を取着し、これらを
埋込金物10に据付ける。このように埋込金物10を整列配
置すれば原子力発電所の原子炉建屋壁に支持される配管
などの約8割がこの埋込金物10で支持可能であり、従来
例のように散在した金物が少なくなるため、据付作業能
率が向上し、併せて精度も向上する。
Then, a support 9 for installing the duct 6, the main pipe 7, and the small-diameter pipe 8 is attached to the embedded hardware 10, and these are installed on the embedded hardware 10. By arranging the embedded hardware 10 in this manner, about 80% of the pipes and the like supported on the reactor building wall of the nuclear power plant can be supported by the embedded hardware 10, and the scattered hardware as in the conventional example can be supported. , The efficiency of the installation work is improved, and the accuracy is also improved.

また、埋込金物10を直接コンクリート打設時の型枠と
して利用することができ、かつコンクリート打設前でも
配管などの支持が可能なので配管などの早期搬入を行う
ことができ、もって建屋構築時の工期短縮につながる。
In addition, the embedded hardware 10 can be used directly as a formwork for concrete casting, and can support piping and the like even before concrete casting, so that pipes and the like can be quickly brought in. Lead to a shorter construction period.

なお、以上述べた実施例では、埋込金物のサイズおよ
び据付間隔を特定したが、用いられるプラントまたは支
持される配管等の種類に応じて効率よく選択されるのは
勿論のこと、埋込金物の配列も上下一列でなく、左右一
列でも良いことは勿論である。また埋込金物は鋼板だけ
でなく強固なセラミックス板、強化プラスチック板など
も使用できる。
In the above-described embodiment, the size and the installation interval of the metal fittings are specified. However, it is needless to say that the metal fittings are efficiently selected according to the type of the plant or the pipes to be supported. It is needless to say that the arrangement of not only the upper and lower rows but also the left and right rows can be of course. In addition, not only a steel plate but also a strong ceramics plate, a reinforced plastic plate or the like can be used as the metal fitting.

[発明の効果] 本発明によれば埋込金物の散在が減少し、かつその枚
数を減少させることができるので、建屋内に配管などを
据付ける場合、作業能率および精度が向上する。
[Effects of the Invention] According to the present invention, scattering of embedded hardware can be reduced, and the number of embedded hardware can be reduced. Therefore, when pipes and the like are installed in a building, work efficiency and accuracy are improved.

また、埋込金物はコンクリート打設時の型枠として使
用できるだけでなく、配管などの早期搬入に役立つので
建屋の建築工期短縮に寄与する。
In addition, the embedded metal can be used not only as a formwork at the time of placing concrete, but also for quickly bringing in piping and the like, thereby contributing to shortening the construction period of a building.

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

第1図は本発明に係るコンクリート建屋の壁面構造体の
一実施例を示す斜視図、第2図は第1図における壁面構
造体にダクトおよび配管が取付けられた状態を示す斜視
図、第3図は従来のコンクリート建屋の壁面構造体を示
す斜視図、第4図は第3図の壁面構造体にダクトおよび
配管が取付けられた状態を示す斜視図である。 1……プレート、2……スタッドボルト 3……鉄筋、4……コンクリート 5……壁、6……ダクト 7……メイン配管、8……小径配管 9……サポート、10……埋込金物 11……リブプレート、12……鉄骨 13……隙間、14……型枠 15……コンクリート
FIG. 1 is a perspective view showing an embodiment of a wall structure of a concrete building according to the present invention, FIG. 2 is a perspective view showing a state where ducts and pipes are attached to the wall structure in FIG. 1, and FIG. FIG. 4 is a perspective view showing a wall structure of a conventional concrete building, and FIG. 4 is a perspective view showing a state where ducts and pipes are attached to the wall structure of FIG. DESCRIPTION OF SYMBOLS 1 ... Plate, 2 ... Stud bolt 3 ... Reinforcing bar, 4 ... Concrete 5 ... Wall, 6 ... Duct 7 ... Main piping, 8 ... Small diameter piping 9 ... Support, 10 ... Embedded hardware 11 ... rib plate, 12 ... steel frame 13 ... gap, 14 ... formwork 15 ... concrete

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】鉄骨と、この鉄骨に連結された短冊状埋込
金物と、この埋込金物の背面を覆うコンクリートで打設
されたコンクリート製壁とからなり、前記埋込金物は前
記コンクリート製壁面に沿って所定の間隔で複数列配置
されてなることを特徴とするコンクリート建屋の壁面構
造体。
The present invention comprises a steel frame, a strip-shaped embedded metal piece connected to the steel frame, and a concrete wall cast with concrete covering a back surface of the embedded metal piece. A wall structure for a concrete building, comprising a plurality of rows arranged at predetermined intervals along a wall surface.
JP457190A 1990-01-16 1990-01-16 Concrete building wall structure Expired - Fee Related JP2604048B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP457190A JP2604048B2 (en) 1990-01-16 1990-01-16 Concrete building wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP457190A JP2604048B2 (en) 1990-01-16 1990-01-16 Concrete building wall structure

Publications (2)

Publication Number Publication Date
JPH03212544A JPH03212544A (en) 1991-09-18
JP2604048B2 true JP2604048B2 (en) 1997-04-23

Family

ID=11587725

Family Applications (1)

Application Number Title Priority Date Filing Date
JP457190A Expired - Fee Related JP2604048B2 (en) 1990-01-16 1990-01-16 Concrete building wall structure

Country Status (1)

Country Link
JP (1) JP2604048B2 (en)

Also Published As

Publication number Publication date
JPH03212544A (en) 1991-09-18

Similar Documents

Publication Publication Date Title
JP2604048B2 (en) Concrete building wall structure
JP3890118B2 (en) Scaffolding plate support device for concrete placement
JP6632290B2 (en) Steel column leg structure and steel column leg construction method
USRE27783E (en) Building systems
KR20190106435A (en) Retainer for steel frame structure
JP2000234410A (en) Driven form and slab construction method making use thereof
JP3453895B2 (en) How to install anchor bolts on large steel frames
JP2011058228A (en) Erection beam with vertical adjustment function
JP2733560B2 (en) Slab construction method
JPH05171779A (en) Floor construction
JPS6022112Y2 (en) Basic structure of the board that forms a flat installation surface on the surface
JP7018869B2 (en) Fixture
JPH0270848A (en) Floor slab
JPH0754401Y2 (en) Support mounting structure
JPS6025576B2 (en) Building construction method
JP3368361B2 (en) Buried floor unit construction method
JP2595385Y2 (en) Buried pipe spacing device
JP3697493B2 (en) Seismic reinforcement method for statues
JPS6328280B2 (en)
JP3021725B2 (en) Construction method of concrete containment vessel
JP2024089731A (en) Precast spandrel installation method
SU1035166A1 (en) Arrangement for assembling three-dimensional tube units
JPH0791876B2 (en) Radiation shielding slab and its construction method
KR970005544Y1 (en) Device for tying forms
JPH1068132A (en) Anchor frame

Legal Events

Date Code Title Description
S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313115

R360 Written notification for declining of transfer of rights

Free format text: JAPANESE INTERMEDIATE CODE: R360

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080129

Year of fee payment: 11

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090129

Year of fee payment: 12

LAPS Cancellation because of no payment of annual fees