JPS6319661B2 - - Google Patents
Info
- Publication number
- JPS6319661B2 JPS6319661B2 JP58027803A JP2780383A JPS6319661B2 JP S6319661 B2 JPS6319661 B2 JP S6319661B2 JP 58027803 A JP58027803 A JP 58027803A JP 2780383 A JP2780383 A JP 2780383A JP S6319661 B2 JPS6319661 B2 JP S6319661B2
- Authority
- JP
- Japan
- Prior art keywords
- steel plates
- unit
- connecting member
- floor
- wall
- 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
Links
Landscapes
- Hydroponics (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【発明の詳細な説明】
本発明は各種のプラント建屋の建設工法に係
り、平行に配設された一双の鋼板、同鋼板を相互
に連結する連結材、各階床部毎に同連結材を前記
鋼板から外方へ突出した接続部材及び前記鋼板に
取りつけられた所要機器よりなる壁ユニツトと、
平行に配設された一双の鋼板、同鋼板を相互に連
結する連結材、同連結材を前記鋼板から外方へ突
出した接続部材及び前記鋼板に取りつけられた所
要機器よりなる床ユニツトとを予め製作し、前記
壁ユニツトを基礎上に立設するとともに同壁ユニ
ツトを互いに連結し、前記床ユニツトを前記壁ユ
ニツト上に仮受支持し、同両ユニツトにおける前
記各接続部材同士を接合し、しかる後に同接合部
及び前記各ユニツト内にコンクリートを打設する
ことを特徴とするもので、その目的とする処は、
施工が簡略化され、構造的に信頼度が高く、工期
と工費とを大幅に節減しうる改良されたプラント
建屋の建設工法を供する点にある。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to construction methods for various plant buildings, including a pair of steel plates arranged in parallel, a connecting member that connects the steel plates to each other, and a connecting member that connects the steel plates to each other on each floor. a wall unit comprising a connecting member protruding outward from a steel plate and necessary equipment attached to the steel plate;
A floor unit consisting of a pair of parallel steel plates, a connecting member that interconnects the steel plates, a connecting member that projects the connecting member outward from the steel plates, and necessary equipment attached to the steel plates is prepared in advance. The wall unit is erected on the foundation, the wall units are connected to each other, the floor unit is temporarily supported on the wall unit, the connecting members of both units are joined together, and then The feature is that concrete is later poured into the joint and each of the units, and its purpose is to:
The object of the present invention is to provide an improved construction method for a plant building that is simplified in construction, has high structural reliability, and can significantly reduce construction period and construction cost.
本発明においては前記したように、平行に配設
された一双の鋼板を連結材で連結し、各階床部毎
に同連結部材を鋼板より突出して接続部材を構成
した壁ユニツトを基礎上に建込み、平行に配設さ
れた一双の鋼板を連結部材で連結するとともに、
同連結部材の鋼板端部より突出した部分を接続部
材に構成した床ユニツトを壁ユニツトによつて囲
繞された空間に吊込み同床ユニツトの端部を前記
仮受部に仮受支持して、壁ユニツト及び床ユニツ
トの各接続部材を接続して両ユニツトを一体化す
ることによつて、簡単な施工でしかも剛強に前記
両ユニツトを接続しうるものである。 In the present invention, as described above, a wall unit is constructed on a foundation by connecting a pair of parallel steel plates with a connecting member, and protruding the connecting member from the steel plate for each floor. In addition to connecting a pair of parallel steel plates with a connecting member,
A floor unit in which a portion of the connecting member protruding from the end of the steel plate is used as a connecting member is suspended in a space surrounded by a wall unit, and the end of the floor unit is temporarily supported by the temporary receiving portion. By connecting the connecting members of the wall unit and the floor unit to integrate both units, it is possible to connect the two units with ease and strength.
この際前記壁ユニツト及び床ユニツトにおける
互いに平行に配設された一双の鋼板は連結材によ
つて連結されているので、剛強なユニツトが構成
され、しかも前記連結材における鋼板からの突出
端部が接続部材に構成されているので、前記両ユ
ニツトは同各接続部材の接合部を介して剛強に接
合され、更に前記各ユニツトにおける一双の鋼板
間及び接合部にコンクリートが打設されることに
よつて、簡単な施工で構造的に信頼性の高いプラ
ント建屋の構格が構成されるものである。 At this time, the pair of steel plates arranged parallel to each other in the wall unit and the floor unit are connected by a connecting member, so that a strong unit is constructed, and the protruding end of the connecting member from the steel plate is Since the two units are constructed as connecting members, the two units are rigidly connected through the joints of the respective connecting members, and concrete is poured between the pair of steel plates and at the joints in each unit. Therefore, the structure of the plant building is easy to construct and has high structural reliability.
しかも前記壁ユニツトは複数階層分の壁版に構
成され、同ユニツトにおける各階床部毎に前記床
ユニツトが建込まれ、仮受、接合されるので、更
に施工能率が向上されるものであり、本発明によ
れば工期が大幅に縮減され、工費が著しく節減さ
れるものである。 Moreover, the wall unit is composed of wall slabs for multiple floors, and the floor unit is erected, temporarily supported, and joined for each floor in the same unit, so construction efficiency is further improved. According to the present invention, the construction period is significantly reduced and the construction cost is significantly reduced.
また前記各ユニツトの鋼板には予め所要機器が
取付けられているので、建屋の躯体工事と現地の
機械工事の大部分が工場において行なわれ、現地
の工程、及び工数が大幅に低減され、施工精度が
向上されるものである等、本発明は多くの利点を
有するものである。 In addition, since the required equipment is pre-installed on the steel plates of each unit, most of the building frame work and on-site mechanical work is done at the factory, which greatly reduces on-site processes and man-hours, and improves construction accuracy. The present invention has many advantages, such as improved performance.
以下本発明を図示の実施例について説明する。 The present invention will be described below with reference to the illustrated embodiments.
Aは壁ユニツトで、図示の例では1階(1F)、
2階(2F)、3階(3F)の壁板を構成し、且つ、
互いに間隔を存して対設された一双の垂直鋼板
1,1′が前述の連結材を構成するウエブ材2で
連結され、更に鋼板1,1′には多数のシヤコネ
クタ3が植立されている。 A is a wall unit, and in the example shown, it is on the first floor (1F).
It constitutes the wall panels of the second floor (2F) and the third floor (3F), and
A pair of vertical steel plates 1 and 1' are placed opposite each other with a gap between them, and are connected by a web member 2 constituting the above-mentioned connecting member, and a large number of shear connectors 3 are installed on the steel plates 1 and 1'. ing.
前記鋼板1の各階床部には、前記ウエブ材2よ
り延設、若しくは同ウエブ材2に一体に接合され
た垂直部材4aを鋼板1より突出せしめ、同各垂
直部材4aの基部を鋼板1に溶着された上下一双
の水平部材4b,4cで挾着している。なお前記
各部材4a,4b,4cが前述の接続部材4を構
成している。更にその下方にはH鋼材よりなる床
ユニツト仮受部5が鋼板1に突設されている。 At each floor part of the steel plate 1, a vertical member 4a extending from the web material 2 or integrally joined to the web material 2 is made to protrude from the steel plate 1, and the base of each vertical member 4a is attached to the steel plate 1. It is clamped by a pair of upper and lower horizontal members 4b and 4c that are welded together. Note that each of the members 4a, 4b, and 4c constitutes the above-mentioned connecting member 4. Further below, a floor unit temporary support portion 5 made of H steel is provided to protrude from the steel plate 1.
また前記垂直鋼板1には配管用スリーブ6、及
び配線等の挿貫用貫通孔を成形するための箱型金
物7が壁ユニツトの工場製作時に取付けられてい
る。(第1図参照)
Bは床ユニツトで、互いに間隔を存して配設さ
れた上下一双の水平鋼板8,8′間を連結する前
述の連結材を構成するウエブ材9の端部を、前記
鋼板8,8′の外側に突出せしめ、同突出部によ
り接続部材を構成している。なお下部水平鋼板
8′には壁ユニツトとの接合部のコンクリート打
設用下部型枠を構成するように上部水平鋼板8よ
り外側に突出している。 Further, a piping sleeve 6 and a box-shaped metal fitting 7 for forming a through hole for inserting wiring, etc. are attached to the vertical steel plate 1 when the wall unit is manufactured at a factory. (See Fig. 1) B is a floor unit, in which the end of the web material 9 constituting the above-mentioned connecting member that connects a pair of upper and lower horizontal steel plates 8, 8' arranged at a distance from each other is It projects outward from the steel plates 8, 8', and the projecting portion constitutes a connecting member. The lower horizontal steel plate 8' protrudes outward from the upper horizontal steel plate 8 so as to constitute a lower formwork for pouring concrete at the joint with the wall unit.
前記上部水平鋼板8上にはタンク23、熱交換
器10、ポンプ11、配管12、ドレン管13、
スリーブ、ボツクスアウト14等の従来の機械側
機器と、1階層だけの仕切壁15が床ユニツトの
工場製作時に取付けられる。図中16は下部水平
鋼板8′の下面に取付けられた仮受用梁である。
(第2図参照)
而して前記壁ユニツトAを所定位置において鉄
筋コンクリート製の基礎C上に建込み、壁ユニツ
トAにおける前記各鋼板1,1′に碇着された鉄
筋17を基礎Cの鉄筋18と鉄筋カプラ19を介
して結合し、基礎コンクリートによつて基礎Cと
壁ユニツトAとを一体化する。なお図中20は鉄
筋カプラ19を補強するリブ材である。(第3図
参照)
かくして各壁ユニツトAを所定位置に据付ける
とともに、各壁ユニツトAを溶接、その他の適宜
手段によつて結合し、(第4図参照)次いで前記
壁ユニツトAに囲繞された空間内に床ユニツトB
を吊下ろして、同床ユニツトBの仮受梁16を壁
ユニツトAの仮受部5上に載架することによつ
て、同壁ユニツトAに床ユニツトBを仮受、支持
し、同床ユニツトBのウエブ材9と壁ユニツトA
の接続部材4における垂直部材4aとを突合わ
せ、前記ウエブ材9及び垂直部材4aに亘つて添
板21を添接してボルト22で接合する。(第6
図参照)
次いで前記両ユニツトA,Bの接合部及び同各
ユニツトA,B内にコンクリートを打設する。 On the upper horizontal steel plate 8 are a tank 23, a heat exchanger 10, a pump 11, piping 12, a drain pipe 13,
Conventional machine side equipment such as sleeves and box outs 14 and partition walls 15 of only one level are installed when the floor unit is manufactured at the factory. In the figure, reference numeral 16 denotes a temporary support beam attached to the lower surface of the lower horizontal steel plate 8'.
(See Figure 2) The wall unit A is built on a reinforced concrete foundation C at a predetermined position, and the reinforcing bars 17 anchored to each of the steel plates 1 and 1' in the wall unit A are connected to the reinforcing bars of the foundation C. 18 through a reinforcing bar coupler 19, and the foundation C and wall unit A are integrated with the foundation concrete. Note that 20 in the figure is a rib material that reinforces the reinforcing bar coupler 19. (See Figure 3) Each wall unit A is thus installed in a predetermined position, and each wall unit A is joined by welding or other appropriate means (see Figure 4). floor unit B in the space
By suspending the temporary support beam 16 of the same floor unit B on the temporary support part 5 of the wall unit A, the floor unit B is temporarily supported on the same wall unit A, and the same floor unit B is temporarily supported. Unit B web material 9 and wall unit A
and the vertical member 4a of the connecting member 4, a splint 21 is attached across the web material 9 and the vertical member 4a, and they are joined with bolts 22. (6th
(See figure) Next, concrete is poured at the joint between both units A and B and inside each unit A and B.
以上本発明を実施例について説明したが、本発
明は勿論このような実施例にだけ局限されるもの
ではなく、本発明の精神を逸脱しない範囲内で
種々の設計の改変を施しうるものである。 Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various ways without departing from the spirit of the present invention. .
第1図は壁ユニツトの一部を欠截して示した斜
面図、第2図は床ユニツトの斜面図、第3図は壁
ユニツトと基礎との接合部を示す縦断面図、第4
図乃至第6図は本発明に係るプラント建屋の建設
方法の一実施例の工程を示し、第4図は壁ユニツ
トを建込んだ状態を示す斜面図、第5図は壁ユニ
ツトに対する床ユニツトの吊込み状態を示す斜面
図、第6図は壁ユニツトと床ユニツトとの接合部
を示す斜面図である。
A…壁ユニツト、1,1′…垂直鋼板、2…ウ
エブ材、4…接続部材、B…床ユニツト、8,
8′…水平鋼板、9…ウエブ材、21…添板、2
2…ボルト。
Figure 1 is a partially cutaway slope view of the wall unit, Figure 2 is a slope view of the floor unit, Figure 3 is a vertical sectional view showing the joint between the wall unit and the foundation, and Figure 4 is a vertical sectional view showing the joint between the wall unit and the foundation.
6 to 6 show the steps of an embodiment of the method for constructing a plant building according to the present invention, FIG. 4 is a slope view showing the state in which the wall unit has been erected, and FIG. FIG. 6 is a perspective view showing the suspended state, and FIG. 6 is a perspective view showing the joint between the wall unit and the floor unit. A... Wall unit, 1, 1'... Vertical steel plate, 2... Web material, 4... Connection member, B... Floor unit, 8,
8′...Horizontal steel plate, 9...Web material, 21...Splicing plate, 2
2...Bolt.
Claims (1)
に連結する連結材、各階床部毎に同連結材を前記
鋼板から外方へ突出した接続部材及び前記鋼板に
取りつけられた所要機器よりなる壁ユニツトと、
平行に配設された一双の鋼板、同鋼板を相互に連
結する連結材、同連結材を前記鋼板から外方へ突
出した接続部材及び前記鋼板に取りつけられた所
要機器よりなる床ユニツトとを予め製作し、前記
壁ユニツトを基礎上に立設するとともに同壁ユニ
ツトを互いに連結し、前記床ユニツトを前記壁ユ
ニツト上に仮受支持し、同両ユニツトにおける前
記接続部材同士を接合し、しかるのちに、同接合
部及び前記各ユニツト内にコンクリートを打設す
ることを特徴とするプラント建屋の建設工法。1 A pair of steel plates arranged in parallel, a connecting member that interconnects the steel plates, a connecting member that protrudes outward from the steel plates for each floor, and necessary equipment attached to the steel plates. wall unit,
A floor unit consisting of a pair of parallel steel plates, a connecting member that interconnects the steel plates, a connecting member that projects the connecting member outward from the steel plates, and necessary equipment attached to the steel plates is prepared in advance. The wall units are erected on the foundation, the wall units are connected to each other, the floor unit is temporarily supported on the wall unit, the connecting members of both units are joined together, and then A construction method for a plant building, characterized in that concrete is poured in the joints and in each of the units.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2780383A JPS59154266A (en) | 1983-02-23 | 1983-02-23 | Construction of plant building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2780383A JPS59154266A (en) | 1983-02-23 | 1983-02-23 | Construction of plant building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59154266A JPS59154266A (en) | 1984-09-03 |
| JPS6319661B2 true JPS6319661B2 (en) | 1988-04-23 |
Family
ID=12231130
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2780383A Granted JPS59154266A (en) | 1983-02-23 | 1983-02-23 | Construction of plant building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59154266A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61162679A (en) * | 1985-01-14 | 1986-07-23 | 三菱重工業株式会社 | Construction of nuclear reactor plant |
| JP5134219B2 (en) | 2006-07-27 | 2013-01-30 | 株式会社日立製作所 | Building construction method |
| JP2010189896A (en) * | 2009-02-17 | 2010-09-02 | Hitachi-Ge Nuclear Energy Ltd | Method and device for placing concrete |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS554486A (en) * | 1978-06-28 | 1980-01-12 | Ishikawajima Harima Heavy Ind | Method of installing plant structure on land |
-
1983
- 1983-02-23 JP JP2780383A patent/JPS59154266A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59154266A (en) | 1984-09-03 |
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