JPS59122664A - Construction of piping space in building - Google Patents

Construction of piping space in building

Info

Publication number
JPS59122664A
JPS59122664A JP23401382A JP23401382A JPS59122664A JP S59122664 A JPS59122664 A JP S59122664A JP 23401382 A JP23401382 A JP 23401382A JP 23401382 A JP23401382 A JP 23401382A JP S59122664 A JPS59122664 A JP S59122664A
Authority
JP
Japan
Prior art keywords
piping
space
building
floor
piping space
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
JP23401382A
Other languages
Japanese (ja)
Inventor
内山 孝
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 JP23401382A priority Critical patent/JPS59122664A/en
Publication of JPS59122664A publication Critical patent/JPS59122664A/en
Pending legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (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、原子力発電所等におけるり屋内配管スペース
施工方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a method for constructing an indoor piping space in a nuclear power plant or the like.

〔発明の技術的背景〕[Technical background of the invention]

まず、従来の配管スペース施工方法について説明する。 First, a conventional piping space construction method will be explained.

第1図は、配管スペースlを有する建屋2の概略断面図
である。建屋2が完成した時点では配管スペースlの床
面3はほぼ全面にわたってブロックアウトされた状態と
なっている。また配管スペースI内の天井面4には埋込
金具5が設けられている。
FIG. 1 is a schematic cross-sectional view of a building 2 having a piping space l. When the building 2 is completed, almost the entire floor 3 of the piping space 1 is blocked out. Furthermore, an embedded fitting 5 is provided on the ceiling surface 4 within the piping space I.

そこで、まず建屋2の床面6上に作業足場7を組む。Therefore, first, a work scaffold 7 is erected on the floor 6 of the building 2.

次に、前記埋込金具5に配管サポート8を溶接したのち
、配管9を搬入し、配管廿ポート8への据付けを行なう
Next, after the piping support 8 is welded to the embedded fitting 5, the piping 9 is carried in and installed in the piping port 8.

その後、足場7を撤去し、次の手順でブロックアウトさ
れた配管スペース床面3の復旧を行なう。すなわち、第
2図の如く建屋2の床面6上に配管スペース床面復旧の
ための足場10を組み、型枠を組んで配筋を行ない、コ
ンクリートIIを打設して養生期間をおいたのち、足場
zoを撤去する。
Thereafter, the scaffolding 7 is removed and the blocked piping space floor 3 is restored in the following steps. That is, as shown in Figure 2, scaffolding 10 was erected on the floor 6 of building 2 to restore the piping space floor, formwork was erected, reinforcement was placed, concrete II was poured, and a curing period was allowed. Later, scaffolding zo will be removed.

〔背景技術の問題点〕[Problems with background technology]

ところが、このような従来の配管スペース施工方法では
、配管スペース1内の配管サポート工事から配管スペー
ス床面3の復旧工事までシリーズ作業になっているため
、工期が長期化する欠点があった。
However, such a conventional piping space construction method has the drawback that the construction period is long because it involves a series of works from piping support work in the piping space 1 to restoration work on the piping space floor 3.

また配管工事の際と床面復旧工事の際との2回にわたっ
て足場の組立、撤去を行なわなければならず、工期の長
期化に加えて費用もかかる欠点があった。しかも床面復
旧工事用の足場はコンクリート床の養生期間が経過する
まで撤去できないので、機器の搬入、据付けや、配管ス
ペースIの下方位置における機器や配管等の据付工事に
も支障をきたすという問題も生じていた。
In addition, the scaffolding had to be erected and removed twice, once during the piping work and once during the floor restoration work, which had the disadvantage of prolonging the construction period and increasing costs. Moreover, the scaffolding for floor restoration work cannot be removed until the concrete floor has finished its curing period, which poses a problem in that it interferes with the transport and installation of equipment, as well as the installation work of equipment and piping at the lower position of piping space I. was also occurring.

〔発明の目的〕[Purpose of the invention]

本発明はこのような事情にもとづいてなされたもので、
その目的は、工期の短縮と費用の低減をはかり得る建屋
内配管スペース帷工方法を〔発明の植要〕 本発明の建屋的配管スペース施工方法は、配管サポート
と配管スペース床面部材とを一体化した配管ユニットを
使用して、配管据付けは配管スペース床面部材を足場と
して行なうようにしたものである。
The present invention was made based on these circumstances, and
The purpose is to provide a method for constructing a pipe space in a building that can shorten the construction period and reduce costs. The pipe installation is carried out using the pipe space floor member as a foothold using the converted piping unit.

〔発明の実施例〕[Embodiments of the invention]

以下第3図を参照して本発明の一実施例を説′明する。 An embodiment of the present invention will be described below with reference to FIG.

第3図中、符号12は配置?P′ユニットである。In Figure 3, numeral 12 is located? P' unit.

この配管ユニット12は、配管サポート13と鉄板製の
配管スペース床面部材I4とを溶接にて一体化してなる
ものである。配管スペードIの床面ば全面的にブロック
アウトされており、配管スペースIを区画するための垂
壁I5の下端には埋込金具16が予め埋設されている。
This piping unit 12 is formed by integrating a piping support 13 and a piping space floor member I4 made of iron plate by welding. The floor surface of the piping spade I is completely blocked out, and an embedded fitting 16 is embedded in advance in the lower end of a hanging wall I5 for partitioning the piping space I.

また建屋2の内壁面には、埋込金具16とほぼ同一高さ
位置に凹みを設けてみぞ形鋼I7が予め埋設されている
Further, a groove-shaped steel I7 is pre-buried in the inner wall surface of the building 2 by providing a recess at approximately the same height as the embedded fitting 16.

そこでまず、前記配管ユニット12をチェーンブロック
18で配管スペースI内に墨上げ、前記配管スペース床
面部材14の一端部を前記みぞ形鋼17内に導入して建
屋2の壁面によって支持させるとともに、床面部材1り
の他喘部は建屋2の床面6上に設置したジヤツキ19に
て下方より支持【7、前記垂壁I5の下端に当接させる
Therefore, first, the piping unit 12 is marked in the piping space I with the chain block 18, and one end of the piping space floor member 14 is introduced into the groove steel 17 and supported by the wall surface of the building 2. The other part of the floor member 1 is supported from below by a jack 19 installed on the floor 6 of the building 2 [7] and brought into contact with the lower end of the hanging wall I5.

こうして配管ユニット12を宙吊り状態とし、そのレベ
ル調整をチェーングロック18とジヤツキ19とで行な
い、前記みぞ形G’)、r、l 17と床面部材14の
一端部との隙間にはヌペー+)20を介挿する。
In this way, the piping unit 12 is suspended in the air, and its level is adjusted using the chain lock 18 and the jack 19. 20 is inserted.

このようにしてレベルA1.l JFが完了1−だとこ
ろで、配管ユニット12の配管サポート13を配管スペ
ース1の天井面4に埋込まれた埋込金具・5に溶接する
とともに、建屋2の床面6に足場21を立てて床面部材
14の両端部を前記みぞ形t’(fllI2および埋込
金具16にそれぞれ溶接する。
In this way, level A1. l When the JF is completed 1-, the piping support 13 of the piping unit 12 is welded to the embedded metal fitting 5 embedded in the ceiling surface 4 of the piping space 1, and the scaffolding 21 is erected on the floor surface 6 of the building 2. Then, both ends of the floor member 14 are welded to the groove t' (fllI2) and the embedded fitting 16, respectively.

十の後、床面部材I4を足場として配管廿ボートIへの
配管9の据付けを行なうとともに、床面部材14の上面
には放射線遮蔽のためのモルタルまたはコンクU −)
 21を打設して配管スペースの施工が完了する。
After that, the piping 9 is installed to the piping boat I using the floor member I4 as a scaffold, and the upper surface of the floor member 14 is covered with mortar or concrete U-) for radiation shielding.
21 to complete the construction of the piping space.

以上の方法によれば、配管ユニットZ2を使用すること
により、配管サポート13および配管スペース床面が同
時に施工され、しかもその後に行なわれる配管サポート
13への配管工事は床面部材14を足場にして行なわれ
るので、配管工事の際および配管スペース床面の復旧工
事の際の2回□にわたって足場の組立、撤去を行なう面
倒はない。また工期も大幅に短縮され、費用の低減もは
かられる。また床面部材I4の上面にモルタルやコンク
IJ −) 21を打設した場合でも足場を残t7てお
く必要はなく、配管ユニットZ2の取付けが完了t7た
時点で足場を撤去できる。したがって配管スペースIの
下方位置を通しての機器等の搬入に支障をAたすことが
なく、また配管ユニット12を取付けた後は、配管スペ
ース12内外の作業を並行して行なうこともできる。
According to the above method, by using the piping unit Z2, the piping support 13 and the piping space floor are constructed at the same time, and the subsequent piping work to the piping support 13 is performed using the floor member 14 as a scaffold. Therefore, there is no need to assemble and remove the scaffolding twice, once during piping work and once when restoring the floor of the piping space. In addition, the construction period will be significantly shortened and costs will be reduced. Further, even if mortar or concrete IJ-) 21 is placed on the upper surface of the floor member I4, there is no need to leave the scaffolding t7, and the scaffolding can be removed when the installation of the piping unit Z2 is completed t7. Therefore, there is no problem in carrying in equipment etc. through the lower position of the piping space I, and after the piping unit 12 is installed, work inside and outside the piping space 12 can be performed in parallel.

〔発明の効果〕〔Effect of the invention〕

以上詳述したように、本発明によれば、工期の短縮と費
用の低減をはかり得る建屋内配管スペース施工方法を(
是供することができる。
As detailed above, according to the present invention, a method for constructing piping space inside a building that can shorten the construction period and reduce costs can be provided.
You can donate.

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

第1図および第2図は従来の施工方法の手順を示す概略
縦断面図、第3図は本発明の施工方法を示す概略縦断面
図である。 1・・・配管スペース、2・・・#屋、9・・・配管、
12・・・配管ユニット、13・・・配管サポート、1
4・・・配管スペース床1110’tts 1.1 、
、出願人代理人  弁理士 鈴 江 武 彦第1図 第2図 第 3 図 、特許庁長官  若 杉 和 夫 殿 1.事件の表示 特願昭57−234’013号 2、発明の名称 建屋的配管スに一ス施工方法 3、補正をする者 事件との関係  特許出願人 (307)東京芝浦電気株式会社 4、代理人 住所 東京都港区虎ノ門1丁目拓番5号 第17森ビル
〒105   電話03 (502) 3181 (大
代表)6、補正の対象 302−
1 and 2 are schematic longitudinal sectional views showing the procedure of a conventional construction method, and FIG. 3 is a schematic longitudinal sectional view showing the construction method of the present invention. 1... Piping space, 2... #ya, 9... Piping,
12... Piping unit, 13... Piping support, 1
4... Piping space floor 1110'tts 1.1,
, Patent Attorney Patent Attorney Takehiko Suzue Figure 1 Figure 2 Figure 3 Director General of the Patent Office Kazuo Wakasugi 1. Indication of the case Patent application No. 57-234'013 2, Name of the invention Construction method for building piping 3, Person making the amendment Relationship to the case Patent applicant (307) Tokyo Shibaura Electric Co., Ltd. 4, Agent Address: 17th Mori Building, Taku-No. 5, Toranomon 1-chome, Minato-ku, Tokyo Address: 105 Telephone: 03 (502) 3181 (main representative) 6, Subject of amendment: 302-

Claims (2)

【特許請求の範囲】[Claims] (1)配管工事のために床面がブロックアウトされた建
屋内配管スペースの内部に、配管サポートと配管スペー
ス床面部材とを一体化してなる配管ユニットを固定し、
配管スペース床面部材を足場として配管サポートへの配
管据付けを行なうようにしたことを特徴とする建屋内配
情スペース施工方法。
(1) Fixing a piping unit that integrates a piping support and a piping space floor member inside a piping space in a building whose floor has been blocked out for piping work,
A method for constructing a distribution space in a building, characterized in that piping is installed on a piping support using a piping space floor member as a scaffold.
(2)  前記配管ユニットは、配管スペースの天井面
に埋込まれた埋込金具に溶接されるものである特許請求
の範囲第(1)項記載の41屋内配管スペース施工方法
(2) The 41 indoor piping space construction method according to claim 1, wherein the piping unit is welded to an embedded metal fitting embedded in the ceiling surface of the piping space.
JP23401382A 1982-12-27 1982-12-27 Construction of piping space in building Pending JPS59122664A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23401382A JPS59122664A (en) 1982-12-27 1982-12-27 Construction of piping space in building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23401382A JPS59122664A (en) 1982-12-27 1982-12-27 Construction of piping space in building

Publications (1)

Publication Number Publication Date
JPS59122664A true JPS59122664A (en) 1984-07-16

Family

ID=16964182

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23401382A Pending JPS59122664A (en) 1982-12-27 1982-12-27 Construction of piping space in building

Country Status (1)

Country Link
JP (1) JPS59122664A (en)

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