JPS59154266A - Construction of plant building - Google Patents
Construction of plant buildingInfo
- Publication number
- JPS59154266A JPS59154266A JP2780383A JP2780383A JPS59154266A JP S59154266 A JPS59154266 A JP S59154266A JP 2780383 A JP2780383 A JP 2780383A JP 2780383 A JP2780383 A JP 2780383A JP S59154266 A JPS59154266 A JP S59154266A
- Authority
- JP
- Japan
- Prior art keywords
- unit
- connecting member
- floor
- wall
- steel 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
Links
Landscapes
- Hydroponics (AREA)
- 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】
本発明は各種のブラン１４？屋の建設工法に係り、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ｆ
）ｉに同連結材を鋼板より突出して接続部材を構成する
とともに、予め所要の機器を装架してなる壁ユニットを
基礎上に立設し、次いで平行に配設された一双の鋼板を
連結材で連結するとともに、同連結材の鋼板からの突出
端部を接続部材に構成し、且つ予め所要の機器を装架し
てなる床ユニットを前記壁ユニットに仮受支持し、同両
ユニットにおける前記接続部材を接付して同接合部及び
前記各ユニッ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妙屋の建設工法を供する点にあ
る。DETAILED DESCRIPTION OF THE INVENTION The present invention applies to various types of bran 14? Regarding the construction method of the building, a pair of parallel steel plates are connected with a connecting material, and each floor part f
) Construct the connecting member by protruding the same connecting member from the steel plate, and erect a wall unit on the foundation with the necessary equipment installed in advance, and then connect a pair of parallel steel plates. At the same time, the protruding end of the connecting member from the steel plate is configured as a connecting member, and a floor unit on which necessary equipment is mounted in advance is temporarily supported on the wall unit, and both units are The method is characterized in that the connecting members are attached and concrete is poured in the joints and in each of the units, and the purpose is to simplify construction and provide high structural reliability. The object of the present invention is to provide an improved plant construction method that 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ットを基礎
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ットを壁ユニットによ
って囲繞された空間に吊込み同床ユニットの端部をｎＩ
記仮受部に仮受支持して、壁ユニット及び床ユニツトの
各接続部材を接続して両ユニットを一体化することによ
って、簡単な施］二でしかも確固と前記両ユニットを接
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 plates for each floor. A floor unit in which a pair of parallel steel plates are connected by a connecting member, and the part of the connecting member that protrudes from the end of the steel plate is used as the connecting member, is suspended in a space surrounded by a wall unit. nI end of floor unit
By temporarily supporting the wall unit and the floor unit on the temporary support part and connecting the connecting members of the wall unit and the floor unit to integrate both units, the two units can be easily and securely connected. It is.
この際前記壁ユニット及び床ユニッ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り−Ｃ７結され
ているので、剛強なユニットがｓ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、前記両ユニットは同各接続部材の接合部を
介して剛強に接合され、更に前記各ユニットにおける一
双の鋼板間及び接合部にコンクリートが打設されるとと
によって、簡単な施工で構造的に信頼性の高いフ”ラン
ド外室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 -C7 by a connecting member, so that a strong unit is formed. is configured as a connecting member, the two units are rigidly connected through the joints of the respective connecting members, and furthermore, when concrete is poured between the pair of steel plates and at the joint in each unit, This provides an easy-to-install and structurally reliable structure for the field exterior room.
しかも前記壁ユニットは複数階１８分の壁板に構成され
、同ユニットにおける各階床部毎にｉ（■記法ユニット
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 plates for multiple floors and 18 sections, and the i (■ notation unit) is erected, temporarily supported, and joined for each floor in the same unit, so construction efficiency is further improved. Therefore, according to the present invention, the construction period can be significantly reduced, and the construction cost can be significantly reduced.
また前記各ユニットには予め所要の機器を据付けられて
いるので、建屋の導体ｑｌ’ｌ ４ｓ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４）ものであ
る等、本発明は多くの利点なηするものである。In addition, since the necessary equipment is installed in each unit in advance, most of the building's conductor work and on-site mechanical work is done at the factory, greatly reducing on-site processes and man-hours. The present invention has many advantages, such as improved construction accuracy.
以下本発明を図示の実施例についで説明する。The present invention will be explained below with reference to the illustrated embodiments.
（Ａ）は壁ユニットで、図示の例では１階（ＩＦ）、２
階（２Ｆ）、６階Ｃ３Ｆ’＞の壁板を構成し５．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ェブ材（２）で連結
され、史に鋼板（１）（１勺には多数のシャコネクタ（
３）が植立さｆ′１７でいる。(A) is a wall unit, and in the example shown, the 1st floor (IF), 2nd floor
5. Make up the wall panels for the 2nd floor and the 6th floor C3F'. and,
A pair of vertical steel plates (1) (
1') are connected by the web material (2) constituting the above-mentioned connecting material, and in history, a large number of steel plate connectors (1')
3) is planted at f'17.
前記鋼板（ｌｊの各階諏部には、前記ウェブ材（２）よ
り延設、ｉＬ＜は同ウェブ材（２）に一体に接合された
垂直部材（４ａ）を＠４板（１）より突出せしめ、同各
接続部材（４ａ）の基部を鋼板（１）に溶着された上下
−双の水平部材（４Ｊ）（４Ｃ）で挟着している。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 juncture of the steel plate (lj), a vertical member (4a) extending from the web material (2) and iL< is integrally joined to the web material (2) @4 protrudes from the plate (1). In addition, the base of each connecting member (4a) is sandwiched between upper and lower horizontal members (4J) (4C) welded to the steel plate (1). 4C) constitutes the above-mentioned connecting member (4).Furthermore, below the connecting member (4), a floor unit temporary receiving part (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）ボッ
クスアウト（７）等が壁ユニットの工場製作時に据付け
られている。（第１図参照）
ｆＢ）は床ユニットで、互いに間隔を存して配設された
上下−双の水平鋼板ｆ８） （８’ ）間を連結するＦ
）口述の連結材を構成するウェブ材（９）の端部な、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
’）Ｋは壁ユニットとの接合部のコンクリートｆ］設用
下部型枠を構成するように」一部水平鋼板（８）まり外
仰１に突出している。Further, a piping sleeve (6), a box out (7), etc. are installed on the vertical steel plate (1) when the wall unit is manufactured at a factory. (See Figure 1) fB) is a floor unit, and F is a floor unit that connects the upper and lower horizontal steel plates f8) (8'), which are spaced apart from each other.
) The end of the web material (9) constituting the connecting member is made to protrude outside the steel plate +8) (8"), and the protruding part constitutes a connecting member. Note that the lower horizontal steel plate (8)
``K'' is a part of the horizontal steel plate (8) that protrudes outward to form the concrete lower formwork at the joint with the wall unit f].
前記上部水平鋼へ１８）上にはタンク（９）、＆ｊ５交
換器（１０）、ｙ屓ンプ旧）、配管（１２）、ドレン管
旧）、スリーブ、ボ金りλアラ）ＣＩ４＋等の従来の機
梳側機器と、１階層だけの仕切＠（１５１が床ユニット
の工場製作時に取付けられろ。図中（１６）は下部水乎
俤１版（８′）の１面に取付し士られた仮受用柴である
。（第２図参照）面し、てＦ’＋ｉｌ記壁；１−ニット
（Ａｌを所定位置において鉄筋コンク２ノート製の基礎
（Ｃ１上に什込み、壁ユニット（Ａ）におけるｉｊＪ記
各鋼板（１１（１’）に碇着された鉄筋（１７）を基礎
（ｃｌの鉄筋（１８）と鉄筋カプラ０９）を介して結合
し、基礎コンクリートによって基礎（Ｃ）と壁ユニット
（Ａ）とを一体化する。なお図中（２（すは鉄筋カブラ
０８）を補強するυ部材である。（第６図参照）か＜１
−２て各壁ユニット（Ａ）を所定位置に据付けるととも
に、各壁ユニツ）（Ａ）を溶接、その他の適宜手段によ
って結合し、（第４図参照）次いで前記壁ユニット（Ａ
）に囲繞された空間内に床ユニッ＋−ｉＢ）を吊下ろし
て、同ユニット（Ｂｌのイル受ａｔ６＋を壁ユニット（
Ａｌの仮受部（５）上に載架することによつ゛（、同壁
ユニット（Ａ）に床ユニット（Ｂ）を仮受、支持し、同
法ユニツｈ （Ｂｌのウェブ材（９）と壁コニッＩ−（
Ａｌの接続部材（４ａ）とを突合わせ、両部材（９）（
４σ）に亘って添板（２υを添接してポルｌ−（２２）
で接合する。（」、６図参照）
次いで前記両ユニット（、Ａ）（Ｂ）の接合部に接合コ
ンクリートを打設する。18) Above the upper horizontal steel are the tank (9), the &j5 exchanger (10), the old pump), the piping (12), the old drain pipe), the sleeve, the bottom metal λara) CI4+, etc. The machine side equipment and the partition for only one floor (151 should be installed when the floor unit is manufactured at the factory. (16) in the figure should be installed on one side of the lower water tower 1 version (8'). (See Figure 2) Facing the F'+il wall; 1-knit (Al) is placed in place on the reinforced concrete foundation (C1), and the wall unit (A ), the reinforcing bars (17) anchored to each steel plate (11 (1')) are connected via the foundation (cl reinforcing bars (18) and reinforcing bar coupler 09), and the foundation (C) and wall are connected using foundation concrete. Unit (A) is integrated with the unit (A). In the figure (2 (reinforced reinforcing bar cover 08) is a υ member that reinforces it. (See Figure 6) or <1
-2, install each wall unit (A) in a predetermined position, and connect each wall unit (A) by welding or other appropriate means (see Figure 4).
), hang the floor unit +-iB) in the space surrounded by the wall unit (
By placing the floor unit (B) on the aluminum temporary support part (5), the floor unit (B) is temporarily supported on the same wall unit (A), and the same law unit h (Bl web material (9) And Kabe Coni I-(
Butt the Al connecting member (4a) together and press both members (9) (
4σ) and the spliced plate (2υ)
Join with. (See Figure 6) Next, joint concrete is placed at the joint between the two units (, A) and (B).
なお前記両ユニット（Ａｌ（Ｂ）の鋼板（＋＋ （］、
’ ） 、 ｆ８） （８’）間には同各ユニットのサ
イト据付後、順次コンクリ−１・が打設されるものであ
る。Note that both units (Al(B) steel plate (++ (),
), f8) (8') After each unit is installed at the site, concrete 1 will be successively poured.
以上本発明を実施例について説明したが１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１．ない範囲内で種々の設計の改変を施
しつるものである１、Although the present invention has been described above with reference to embodiments, the present invention is of course not limited to such embodiments, and may depart from the spirit of the present invention.1. Various design modifications have been made within the scope of
第１図は啼ユニットの一部を欠截して示した斜面図、第
２図は床ユニットのＮ面図、第６図は壁ユニットと基礎
との接合部を・示すに断面図、第４図乃・至第６図は本
発明に係るプラント＠！′屋の建設方法の一実施例の工
・６１な示し、第４図は壁ツーニットを畔込Ａ１．だ状
態な示ず斜面図、槓・、５図は壁ユニットに対する床−
１−ニットの吊込み状態ケ示す剣面図、第６図は壁ユニ
ットと床ユニットとの接合部を示す斜１１１１図でキ１
７）。
（，０・・・壁ユニット、 ＋１）（１’）・・・垂ｉ
Ｑｊ礎１板、 （２）・・・ウユ部材、 （４ａ）・
・・接続部材、 （ｓ）−・・床ユニット、 ＋８）
（８’）・・・水平−鋼オ反、 （９）・・・ウエゾ［
’、 ＋２１１・・・深扱、 １２２）・・・ボルト
■代ｊλ＋１人 升埋土 岡 本 畢 文外２名Figure 1 is a partially cutaway slope view of the floor unit, Figure 2 is an N-side view of the floor unit, Figure 6 is a sectional view showing the joint between the wall unit and the foundation, and Figure 6 is a cross-sectional view showing the joint between the wall unit and the foundation. Figures 4 to 6 are plants according to the present invention@! Figure 4 shows an embodiment of the method for constructing a house, and Figure 4 shows the construction of a wall two-knit wall A1. Figure 5 shows the floor unit against the wall unit.
1 - A cross-sectional view showing the suspended state of knitwear, Figure 6 is a diagonal 1111 view showing the joint between the wall unit and the floor unit.
7). (,0...Wall unit, +1)(1')...Vertical i
Qj foundation 1 plate, (2)... Uyu member, (4a).
・・Connection member, (s)−・Floor unit, +8)
(8')...Horizontal-steel backside, (9)...Uezo [
', +211...deep treatment, 122)...Bolt■daijλ+1 person, square buried soil, Okamoto, 2 people outside the text
Claims (1)
部毎に同連結材を鋼板より突出しで接続部材を構成する
とともに、予め所要の機器を装架してなる壁ユニットを
基礎上に立設し、次いで平行に配設された一双の鋼板を
連結材で連結するとともに、同連結材の鋼板からの突出
端部を接続部材に構成し、且つ予め所要の機器を装架し
てなる床ユニットを前記壁ユニットに仮受支持し、同両
ユニットにおける前記接続部材を接合して同接合部及び
前記各ユニッ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。A pair of steel plates arranged in parallel are connected by a connecting member, and the connecting member is protruded from the steel plate for each floor to form a connecting member, and the necessary equipment is installed in advance as a wall unit as a foundation. A pair of steel plates erected above and then arranged in parallel are connected by a connecting member, and the protruding end of the connecting member from the steel plate is configured as a connecting member, and the required equipment is mounted in advance. 1. A construction method for a plant building, characterized in that a floor unit consisting of a floor unit is temporarily supported on the wall unit, the connecting members of both units are joined, and concrete is poured at the joint 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 true JPS59154266A (en) | 1984-09-03 |
| JPS6319661B2 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) |
Cited By (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 |
| JP2008031684A (en) * | 2006-07-27 | 2008-02-14 | Hitachi Ltd | Module structure and building construction method |
| JP2010189896A (en) * | 2009-02-17 | 2010-09-02 | Hitachi-Ge Nuclear Energy Ltd | Method and device for placing concrete |
Citations (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
Patent Citations (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 |
Cited By (4)
| 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 |
| JP2008031684A (en) * | 2006-07-27 | 2008-02-14 | Hitachi Ltd | Module structure and building construction method |
| US8091311B2 (en) | 2006-07-27 | 2012-01-10 | Hitachi, Ltd. | Composite integrated module and method for constructing a building |
| JP2010189896A (en) * | 2009-02-17 | 2010-09-02 | Hitachi-Ge Nuclear Energy Ltd | Method and device for placing concrete |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6319661B2 (en) | 1988-04-23 |
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