JPS6256683A - Simultaneous construction method of steel housing and piping - Google Patents

Simultaneous construction method of steel housing and piping

Info

Publication number
JPS6256683A
JPS6256683A JP19539785A JP19539785A JPS6256683A JP S6256683 A JPS6256683 A JP S6256683A JP 19539785 A JP19539785 A JP 19539785A JP 19539785 A JP19539785 A JP 19539785A JP S6256683 A JPS6256683 A JP S6256683A
Authority
JP
Japan
Prior art keywords
piping
steel frame
building
frame building
view
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
JP19539785A
Other languages
Japanese (ja)
Inventor
淳嗣 山口
河田 安司
玉地 君雄
修二 高橋
伊佐 均
蝦名 卓
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.)
Hitachi Ltd
Original Assignee
Hitachi 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 Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP19539785A priority Critical patent/JPS6256683A/en
Publication of JPS6256683A publication Critical patent/JPS6256683A/en
Pending legal-status Critical Current

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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】 〔発明の利用分野〕 本発明は、鉄骨建屋と配管との同時的構築方法、さらに
詳細には、たとえば火力発電設備、特に。
DETAILED DESCRIPTION OF THE INVENTION [Field of Application of the Invention] The present invention relates to a method for simultaneously constructing a steel frame building and piping, and more particularly, to a thermal power generation facility, for example.

−軸型コンバインドサイクル発itR備の据え付けに採
用して好適な鉄骨建屋と配管との同時的構築方法に関す
るものである。
- This invention relates to a method for simultaneously constructing a steel frame building and piping, which is suitable for use in installing an axial type combined cycle power plant.

〔発明の背景〕[Background of the invention]

電力事業の主体をなす火力発電の分野にあっては、近時
、ガスタービンと蒸気タービンとを組み合わせた、いわ
ゆるコンバインドサイクル発if鍔が新しい省エネルギ
ー技術として注目されており、このコンバインドサイク
ル発電設備は熱効率がよい、起動・停止時間が短いなど
の利点を有している。
In the field of thermal power generation, which is the mainstay of the electric power business, the so-called combined cycle power generation equipment, which combines a gas turbine and a steam turbine, has recently been attracting attention as a new energy-saving technology. It has advantages such as high thermal efficiency and short startup and shutdown times.

第13図はコンバインドサイクル発電設備の動作系統説
明図で、同図において、1はガスタービン、2は蒸気タ
ービン、3は発電機、4はガスタービン】の排気ガス通
路、5は排熱回収ボイラ(HR3G)を示し、ガスター
ビン1からの排気ガスは、通路4を通って排熱回収ボイ
ラ5に導かれ、ボイラ5部分で蒸気を発生して、この蒸
気で蒸気タービン2を回転させるというものであって。
Figure 13 is an explanatory diagram of the operating system of a combined cycle power generation facility, in which 1 is a gas turbine, 2 is a steam turbine, 3 is a generator, 4 is an exhaust gas passage of the gas turbine, and 5 is an exhaust heat recovery boiler. (HR3G), the exhaust gas from the gas turbine 1 is led to the exhaust heat recovery boiler 5 through the passage 4, steam is generated in the boiler 5 section, and the steam turbine 2 is rotated by this steam. But.

コンバインドサイクル発電t!Qmのなかでも、−軸型
コンバインドサイクル発i′!設備は特に起動・停止時
間が短い、定期検査を容易におこなうことができるなど
の利点を有しており、その構成は、第14図に示すとお
りである。すなわち、−軸型コンバインドサイクル発電
設備の構成は、第14図に示すように、ガスタービン1
5発電機3.蒸気タービン2を排熱回収ボイラ5に対し
て一直線に並べた、いわゆる■型配さと呼ばれるもので
あり、この■型装置と呼ばれるユニットを多数配置して
一系列を構成するものであって、上記したー・系列のラ
イン長は長距離に及び、上記各2ニツトに共通の配管が
布設される。
Combined cycle power generation! Among Qm, -axis type combined cycle i'! The equipment has advantages such as short startup and shutdown times and easy periodic inspection, and its configuration is as shown in FIG. 14. That is, the configuration of the -shaft type combined cycle power generation equipment is as shown in FIG.
5 Generator 3. The steam turbine 2 is arranged in a straight line with the exhaust heat recovery boiler 5 in what is called a ■-type arrangement, and a large number of units called the ■-type device are arranged to form one series, and the above-mentioned The line length of the series is long, and common piping is installed for each of the above two units.

しかして、上記した発電設備を鉄骨建屋6に据え付ける
場合、従来は、建屋6の長手方向に主柱を配列し、この
主柱間に梁材を掛は渡すようにしているが、従来、鉄骨
建屋6の建上げ工程と配管の据え付は工程どは全く別異
におこなわれているものであって、鉄骨建ff16の1
北げを終了した後5当該建屋6内に主機を搬入し、その
後に配管布設をおこなうようにしている。また、鉄骨建
屋6の建上げを終了した後配管布設をおこなう場合、鉄
骨建屋6には、既に内外壁パネルが取り付けられている
ため、鉄骨建屋6内への配管の取り込み位置は、第14
図に符号7で示す主機搬入口を利用せざる得ない。第1
5図は鉄骨建屋6に対する配管取り込みの従来例を示す
斜視図であって、従来。
Therefore, when installing the power generation equipment described above in the steel frame building 6, conventionally the main columns are arranged in the longitudinal direction of the building 6 and beams are hung between the main columns. The erection process and piping installation for Building 6 are completely different processes, and the steel frame building ff16-1
After finishing the northing, the main engine is brought into the building 6, and then the piping is laid. In addition, when installing piping after completing the erection of the steel frame building 6, since the inner and outer wall panels have already been attached to the steel frame building 6, the position where the piping is taken into the steel frame building 6 is the 14th
There is no choice but to use the main engine entrance shown by reference numeral 7 in the figure. 1st
FIG. 5 is a perspective view showing a conventional example of piping intake into a steel frame building 6, and is a conventional example.

鉄骨建屋6内に配管8を取り込むには、第15図に示す
ように、鉄骨建屋6の主機搬入口゛7にクレーン車9を
停め、クレーン車9によって配管8を所定の高さにまで
吊り上げ、その後、チェー・ンブロックやワイヤなどを
用いて配管8を鉄骨建m6内に取り込んで、所定の位置
にまで横引きするようにしでいる。
In order to take the piping 8 into the steel frame building 6, as shown in FIG. Thereafter, the piping 8 is taken into the steel frame building m6 using chain blocks, wires, etc., and horizontally pulled to a predetermined position.

しかしながら、上記した従来方法によれば、鉄骨建屋6
の建上げ工程と配管8の布設工程とがいわゆるシリーズ
工程となるため、着工からプラント運転開始までの期間
が長くならざるを得す、また大きさの限られた主機搬入
ロアから配管8を取り込まなければならず、当該配管8
の長さに制限を受け、配管8の取り込み回数が多くなる
ばかりでなく、鉄骨建屋6内に取り込んだ配管8の溶接
点が多くなる。さらに、鉄骨建屋6の建上げを終了した
後配管8の布設をおこなうということは。
However, according to the conventional method described above, the steel frame building 6
Since the construction process and the installation process of the piping 8 are so-called series processes, the period from the start of construction to the start of plant operation is unavoidably long. The relevant piping 8
Due to the limited length of the pipe 8, not only the number of times the pipe 8 is taken in increases, but also the number of welding points of the pipe 8 taken into the steel frame building 6 increases. Furthermore, the piping 8 must be laid after the steel frame building 6 has been erected.

既に内外壁パネル(第15図には、外壁パネルが符号1
0で示されている)を取り付けた鉄骨建屋6内に配管8
を取り込むということであり、内外壁パネルによって囲
まれた構造複雑な鉄骨建屋6内に多数本の配管8を取り
込む作業は非常に煩雑となり、しかも配管8の取り込み
中、主機搬入ロアにはクレーン車9が停まっているため
、当該搬入ロアから主機を搬入することができない。
Already the interior and exterior wall panels (in Fig. 15, the exterior wall panels are marked 1)
Piping 8 is installed inside the steel frame building 6 where the
This means that the work of bringing in a large number of pipes 8 into the steel frame building 6, which has a complex structure surrounded by internal and external wall panels, becomes extremely complicated.Moreover, while the pipes 8 are being taken in, there is a crane truck on the main engine loading lower. 9 is stopped, the main engine cannot be carried in from the loading lower.

なお、「建屋の構築方法」と題する特開昭57−684
36号公報には、「建屋躯体であるコンクリートの打設
と同時に取り付は金具(配管など建屋的設備を取り付け
る金具)を設置するJ旨の記載があるが、同公報におい
て、建屋躯体コンクリ−1〜と同時的に設置されるのは
あくまでも建屋的設備を支持する取り付は金具であって
、配管などの建屋的設備ではなく、これら建屋的設備は
、建屋躯体であるコンクリートが乾燥固化した後に据え
付けられるものであり、この点において後述する本発明
と本質的に相違している。
In addition, Japanese Patent Application Laid-open No. 57-684 titled "Method of constructing buildings"
Publication No. 36 states that ``fittings (fittings for attaching building equipment such as piping) should be installed at the same time as the concrete for the building skeleton is poured. What is installed at the same time as 1~ is only the metal fittings that support the building equipment, not the building equipment such as piping, and these building equipment are made by drying and solidifying the concrete that is the building frame It is installed later, and in this point it is essentially different from the present invention, which will be described later.

〔発明の目的〕[Purpose of the invention]

本発明は、鉄骨建屋の建上げ、さらには当該鉄骨建屋に
対して配管を据え付ける場合に、鉄骨建屋に対する配管
の取り込みを容易におこなうことができ、しかも短期間
のうちにプラント建設を完了することのできる、従来と
は異なった新しい鉄骨建屋と配管との同時的構築方法を
提供しようとするものである。
The present invention makes it possible to easily install piping into a steel frame building and complete plant construction within a short period of time when building a steel frame building and installing piping to the steel frame building. The purpose of this project is to provide a new method for simultaneously constructing a steel frame building and piping, which is different from conventional methods.

〔発明の概要〕[Summary of the invention]

上記目的を達成するため、本発明は、配管に対する配管
サポートの取り付けをあらかじめ地上においておこない
、上記のごとくして得られた配管ユニットを、鉄骨建屋
の建上げ作業と併行して当該建屋に取り込むことを特徴
とするものである。
In order to achieve the above object, the present invention involves attaching piping supports to the piping in advance on the ground, and incorporating the piping unit obtained as described above into the steel building in parallel with the construction work of the steel building. It is characterized by:

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

以下、本発明を、第1図〜第12図の一実施例にしたが
って説明すると、第1図は本発明方法によって同時的に
構築された鉄骨建屋6と水平配管ユニット20.さらに
は鉄骨a屋6と垂直配管ユニット28との取り合い状態
を示す斜視図で、次に、第2図〜第12図にもとづき、
第1図に示す構造物の構築方法を順を追って説明する。
Hereinafter, the present invention will be explained according to one embodiment of FIGS. 1 to 12. FIG. 1 shows a steel frame building 6 and a horizontal piping unit 20 which were simultaneously constructed by the method of the present invention. Furthermore, it is a perspective view showing the state of engagement between the steel frame a-house 6 and the vertical piping unit 28, and then based on FIGS. 2 to 12,
A method for constructing the structure shown in FIG. 1 will be explained step by step.

第2図は本発明で使用する鉄骨ラチスの正面図で、鉄骨
ラチス11は、2本の鋼管柱12.12とその間に取り
付けた鋼管13とよりなり、鋼管柱12.12間に水平
梁14を掛は渡すことにより、当該水平梁14上に後述
の水平配管ユニット20が布設される。
FIG. 2 is a front view of the steel frame lattice used in the present invention. The steel frame lattice 11 consists of two steel pipe columns 12.12 and a steel pipe 13 installed between them. By passing the horizontal piping unit 20, which will be described later, on the horizontal beam 14.

第3図は第2図に示す鉄骨ラチス11を用いて建m6を
建上げている状態の斜視図で、鉄骨ラチス11,11間
には、H型鋼、H型鋼などからなる水平梁15.さらに
は間柱16が取り付けられており、鉄骨建屋6の外側に
は外壁パネル17が。
FIG. 3 is a perspective view of a building m6 being erected using the steel frame lattice 11 shown in FIG. Furthermore, studs 16 are installed, and external wall panels 17 are installed on the outside of the steel frame building 6.

鉄骨建m6の内側には内壁パネル18がそれぞれ取り付
けられている。
Inner wall panels 18 are attached to the inside of the steel frame building m6.

第4図は第3図に示す建上げ工程と併行して水平配管ユ
ニット20を鉄骨建屋6に取り込んでいる状態の斜視図
で、第4図には、水平配管ユニット20を取り込む位置
まで建上げられた鉄骨建屋6が示されており、また同図
には、鉄骨ラチス11の水平梁14と間柱16の水平梁
19との上方に位置して、水平配管ユニット20がクレ
ーンで吊り上げられた状態が示されており、水平配管ユ
ニット20は、その配管サポート24を介して鉄骨ラチ
ス11の水平梁14と間柱16の水平梁19とに取り付
けられる。上記のようにして、鉄骨建屋6の所定位置に
水平配管ユニット20が取り付けられたならば、引き続
いて鉄骨建屋6の建上げが続行される。
Figure 4 is a perspective view of the horizontal piping unit 20 being taken into the steel frame building 6 in parallel with the erection process shown in Figure 3. The steel frame building 6 shown in FIG. is shown, and the horizontal piping unit 20 is attached to the horizontal beam 14 of the steel frame lattice 11 and the horizontal beam 19 of the stud 16 via its piping support 24. Once the horizontal piping unit 20 is attached to the predetermined position of the steel frame building 6 as described above, the erection of the steel frame building 6 is continued.

なお、鉄骨建屋6に対する水平配管ユニット20の取り
込み位置によっては、当該水平配管ユニット20を唯単
にクレーンで吊り上げ・吊り下げただけでは目的物を所
定の位置にゼットできない場合がある。このような場合
は、第5図に示すように、水平梁の一部(第5図に符号
15で示されている水平梁の反対側に位置する水平梁)
を取り付ける以前に、水平配管ユニット20を鉄骨建m
6の外側から水平斜め方向に取り込むようにすればよい
Note that depending on the position at which the horizontal piping unit 20 is taken into the steel building 6, it may not be possible to place the object in a predetermined position simply by lifting and suspending the horizontal piping unit 20 with a crane. In such a case, as shown in Figure 5, a part of the horizontal beam (the horizontal beam located on the opposite side of the horizontal beam indicated by reference numeral 15 in Figure 5)
Before installing the horizontal piping unit 20,
What is necessary is to take it in horizontally and diagonally from the outside of 6.

第6@は本発明で使用する水平配管ユニット20の具体
的−例を示す斜視図、第7図は第6図のA−A断面図、
第8図は第6図のB矢視図で、水平配管ユニット20の
組み立ては、あらかじめ地上においておこなわれる。第
6図〜第8図において、配管21と22とは、Uボルト
23を介して配管サポート24に取り付けられており、
配管21と22との間に位置して他の配管25、さらに
は多数の小径管26がバンド27を介して束ねられてお
り、上記のように構成された水平配管ユニット2oが、
配管サポート24を介して鉄骨建屋の所定位置に取り付
けられる。
6@ is a perspective view showing a specific example of the horizontal piping unit 20 used in the present invention, FIG. 7 is a sectional view taken along line A-A in FIG. 6,
FIG. 8 is a view taken along arrow B in FIG. 6, and the horizontal piping unit 20 is assembled in advance on the ground. In FIGS. 6 to 8, pipes 21 and 22 are attached to a pipe support 24 via U bolts 23,
The horizontal piping unit 2o, which is located between the pipes 21 and 22 and has another pipe 25 and a large number of small diameter pipes 26 bundled together via a band 27, is configured as described above.
It is attached to a predetermined position in a steel building via piping supports 24.

第9図は第3図に示す建上げ工程と併行して垂直配管ユ
ニット28を鉄骨建屋6に取り込んでいる状態の斜視図
であり、垂直配管ユニット28も水平配管ユニットと同
様にして鉄骨建M6内に取り込まれ、所定の位置に取り
付けられる。
FIG. 9 is a perspective view of the vertical piping unit 28 being installed into the steel frame building 6 in parallel with the erection process shown in FIG. and installed in place.

第10図は本発明で使用する垂直配管ユニット28の具
体的−例を示す斜視図で、垂直配管ユニット28を構成
する配管29〜31の配管サポート32の取り付けは、
水平配管ユニットの場合と同様、あらかじめ地上におい
ておこなわれる。
FIG. 10 is a perspective view showing a specific example of the vertical piping unit 28 used in the present invention, and the installation of the piping supports 32 of the piping 29 to 31 constituting the vertical piping unit 28 is as follows:
As in the case of horizontal piping units, this is done in advance above ground.

第11図は垂直配管ユニットの一部を構成する配管サポ
ート32と鉄骨建屋の一部を構成する水平梁15との取
り合い状態を示す斜視図で1個々の垂直配管ユニットの
取り付は位置によっては、第11図に示すように、鉄骨
建屋の鋼管柱12に接続されている水平梁15、さらに
は垂直配管ユニットの一構成部材である配管サポート3
2の双方にボルト穴33および34をあけておき、ボル
ト35およびナツト36を介して上記配管サポート32
と水平梁15とを取り付ける場合もある。
Figure 11 is a perspective view showing how the piping support 32, which constitutes a part of the vertical piping unit, and the horizontal beam 15, which constitutes a part of the steel frame building, are connected to each other. , as shown in FIG. 11, a horizontal beam 15 connected to a steel pipe column 12 of a steel frame building, and further a piping support 3 which is a component of a vertical piping unit.
Bolt holes 33 and 34 are drilled in both of the piping support 32 through bolts 35 and nuts 36.
In some cases, a horizontal beam 15 and a horizontal beam 15 are attached.

第12図は水平配管ユニットの一部を構成する一本の配
管21と鉄骨建屋の一部を構成する間柱の水平梁19と
の取り合い状態を示す斜視図であって、鉄骨建屋の建上
げ終了後、当該鉄骨建屋に内外壁パネルが取り付けられ
る以前に、配管21と配管サポート24とを固定してい
るUボルト23をゆるめ、配管21を水平方向に移動さ
せて、当該配管21とこれに接続される他の配管との開
先合せわがおこなわれる。
FIG. 12 is a perspective view showing how one pipe 21 forming part of a horizontal piping unit and a horizontal beam 19 of a stud forming part of a steel frame building are connected, and the construction of the steel frame building has been completed. After that, before the inner and outer wall panels are attached to the steel building, the U bolts 23 fixing the pipe 21 and the pipe support 24 are loosened, the pipe 21 is moved horizontally, and the pipe 21 is connected to the pipe support 24. Groove alignment with other piping is performed.

本発明は以上のごときであり1本発明にあっては、配管
に対する配管サポートの取り付けをあらかじめ地上にお
いておこない、上記のごとくして得られた配管ユニット
を、鉄骨建屋の建上げ作業と併行して当該建屋に取り込
むようにしたから、短期間のうちにプラント建設を完了
し得ることは勿論、従来のように、大きさの限られた鉄
骨建屋の主機搬入口から配管を取り込む必要はなく、当
該配管の長さに制限を受けるものではない。その結果、
配管の取り込み回数、ひいては鉄骨建屋内に取り込んだ
配管の溶接点も従来に比べて少なくなり、配管の開先合
わせ、溶接、仕−ヒげ、検査といった作業工数の低減化
をはかることができる。
The present invention is as described above. 1. In the present invention, piping supports are attached to the piping on the ground in advance, and the piping unit obtained as described above is installed at the same time as the construction work of the steel frame building. Since the pipes are brought into the relevant building, it is not only possible to complete the plant construction within a short period of time, but there is no need to bring in the piping from the main engine entrance of the steel frame building, which is limited in size, as was the case in the past. There are no restrictions on the length of the piping. the result,
The number of times pipes are brought in and, by extension, the number of welding points for pipes brought into a steel frame building is reduced compared to the conventional method, and the number of man-hours required for pipe groove alignment, welding, work cuts, and inspections can be reduced.

また5図示実施例に示すように、1つの配管サポートに
複数本の配管?取り付けてユニット化しておけば、これ
ら複数本の配管を同時的に鉄骨建屋に取り付けることが
でき、作業の省力化に寄与する。
Also, as shown in Example 5, is there multiple pipes on one pipe support? If they are installed and made into a unit, these multiple pipes can be installed at the same time in a steel building, contributing to labor savings.

〔発明の効果〕〔Effect of the invention〕

以上、図面にもとづ〈実施例の説明からも明らかなよう
に、本発明によれば、鉄骨建屋の建上げ、さらには当該
鉄骨建屋に対して配管を据え付ける場合に、鉄骨建屋に
対する配管の取り込みを容易におこなうことができ、し
かも短期間のうちにプラント建設を完了することのでき
る、従来とは異なった新しい鉄骨建屋と配管との同時的
構築方法を得ろことができる。
As mentioned above, based on the drawings (as is clear from the description of the embodiments), according to the present invention, when a steel frame building is erected, and furthermore, piping is installed in the steel frame building, piping for the steel frame building can be installed. It is possible to obtain a new method of simultaneously constructing a steel frame building and piping, which is different from the conventional method and allows for easy installation and completion of plant construction within a short period of time.

【図面の簡単な説明】 第1図〜第12図は本発明の一実施例を示し、第1図は
本発明方法によって同時的′に構築された鉄骨建屋と配
管ユニットとの取り合い状態を示す斜視図、第2図は本
発明で使用する鉄骨ラチスの正面図、第3図は第2図に
示す鉄骨ラチスを用いて建屋を建て上げている状態の斜
視図、第4図および第5図はいずれも第3図に示す建上
げ工程と併行して水平配管ユニットを鉄骨建屋に取り込
んでいる状態の斜視図、第6図は本発明で使用する水平
配管ユニットの斜視図、第7図は第6図のA−A断面図
、第8図は第6図のB矢視図、第9図は第3図に示す建
上げ工程と併行して垂直配管ユニットを鉄骨建屋に取り
込んでいる状態の斜視図、第1.0VJは本発明で使用
する垂直配管ユニットの斜視図、第11図は垂直配管ユ
ニットの一部を構成する配管サポートと鉄骨建屋の一部
を構成する水平梁との取り合い状態を示す斜視図、第1
2図は水平配管ユニットの一部を構成する一本の配管と
鉄骨建屋梁との取り合い状態を示す斜視図、第13図は
本発明方法によって構築された鉄骨建屋に据え付けて好
適なコンバインドサイクル発W1設備の動作系統説明図
、第14図は一一型フンバインドサイクル発電設備のユ
ニット構造を示す概略平面図、第15図は鉄骨建屋に対
する配管取り込みの従来例を示す斜視図である。 1・・・ガスタービン、2・・・蒸気タービン、3・・
発電機、4・・・排気ガス通路、5・・・排熱回収ボイ
ラ、6・・・鉄骨建屋、1】、・・・鉄骨ラチス、12
・・・鋼管柱、13・・・鋼管、14および15・・・
水平梁、16・・・間柱、17・・・外壁パネル、18
・・・内壁パネル、】9・・・水平梁、20・・・水平
配管ユニット、21および22・・・配管、23・・・
Uボルト1.24・・・配管サポート、25・・・配管
、26・・・小径管、27・・・バンド。 28・・・垂直配管ユニット、29〜31・・・配管、
32・・・配管サポート、33および34・・・ボルト
穴、35・・・ボルト、36・・・ナツト。 第3 口 め S′ m ネ′7囚         をg口 端ゴ囚 築 11  口 第+2 (121
[Brief Description of the Drawings] Figures 1 to 12 show an embodiment of the present invention, and Figure 1 shows how a steel frame building and piping unit are connected simultaneously by the method of the present invention. A perspective view, FIG. 2 is a front view of the steel frame lattice used in the present invention, FIG. 3 is a perspective view of a building being erected using the steel frame lattice shown in FIG. 2, and FIGS. 4 and 5. are perspective views of the horizontal piping unit being installed into the steel frame building in parallel with the construction process shown in Figure 3, Figure 6 is a perspective view of the horizontal piping unit used in the present invention, and Figure 7 is Figure 6 is a sectional view taken along line A-A in Figure 6, Figure 8 is a view taken in the direction of arrow B in Figure 6, and Figure 9 is a state in which the vertical piping unit is being incorporated into the steel frame building in parallel with the erection process shown in Figure 3. 1.0VJ is a perspective view of the vertical piping unit used in the present invention, and FIG. 11 is a perspective view of the connection between the piping support that forms part of the vertical piping unit and the horizontal beam that forms part of the steel frame building. Perspective view showing the state, 1st
Figure 2 is a perspective view showing how one pipe constituting a part of the horizontal piping unit is connected to a beam of a steel frame building, and Figure 13 is a combined cycle generator suitable for installation in a steel frame building constructed by the method of the present invention. Fig. 14 is a schematic plan view showing the unit structure of the type 11 bind cycle power generation equipment, and Fig. 15 is a perspective view showing a conventional example of pipe installation into a steel frame building. 1... Gas turbine, 2... Steam turbine, 3...
Generator, 4...Exhaust gas passage, 5...Exhaust heat recovery boiler, 6...Steel frame building, 1],...Steel frame lattice, 12
...Steel pipe column, 13...Steel pipe, 14 and 15...
Horizontal beam, 16... stud, 17... exterior wall panel, 18
...Inner wall panel, ]9...Horizontal beam, 20...Horizontal piping unit, 21 and 22...Piping, 23...
U bolt 1.24... Piping support, 25... Piping, 26... Small diameter pipe, 27... Band. 28... Vertical piping unit, 29-31... Piping,
32... Piping support, 33 and 34... Bolt hole, 35... Bolt, 36... Nut. 3rd mouth S' m Ne'7 prisoner g mouth corner Go prisoner 11 mouth +2 (121

Claims (1)

【特許請求の範囲】[Claims] 1、配管に対する配管サポートの取り付けをあらかじめ
地上においておこない、上記のごとくして得られた配管
ユニットを、鉄骨建屋の建上げ作業と併行して当該建屋
に取り込むことを特徴とする鉄骨建屋と配管との同時的
構築方法。
1. A steel frame building and piping system characterized in that a piping support is installed on the piping in advance on the ground, and the piping unit obtained as described above is incorporated into the building in parallel with the erection work of the steel frame building. A simultaneous construction method.
JP19539785A 1985-09-04 1985-09-04 Simultaneous construction method of steel housing and piping Pending JPS6256683A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19539785A JPS6256683A (en) 1985-09-04 1985-09-04 Simultaneous construction method of steel housing and piping

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19539785A JPS6256683A (en) 1985-09-04 1985-09-04 Simultaneous construction method of steel housing and piping

Publications (1)

Publication Number Publication Date
JPS6256683A true JPS6256683A (en) 1987-03-12

Family

ID=16340454

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19539785A Pending JPS6256683A (en) 1985-09-04 1985-09-04 Simultaneous construction method of steel housing and piping

Country Status (1)

Country Link
JP (1) JPS6256683A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5761885A (en) * 1980-10-02 1982-04-14 Ishikawajima Harima Heavy Ind Unit construction of pipings into nuclear power plant building
JPS59126998A (en) * 1983-01-11 1984-07-21 石川島播磨重工業株式会社 Method of fixing structure in container

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5761885A (en) * 1980-10-02 1982-04-14 Ishikawajima Harima Heavy Ind Unit construction of pipings into nuclear power plant building
JPS59126998A (en) * 1983-01-11 1984-07-21 石川島播磨重工業株式会社 Method of fixing structure in container

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