JPS58110754A - Construction of building - Google Patents
Construction of buildingInfo
- Publication number
- JPS58110754A JPS58110754A JP56215530A JP21553081A JPS58110754A JP S58110754 A JPS58110754 A JP S58110754A JP 56215530 A JP56215530 A JP 56215530A JP 21553081 A JP21553081 A JP 21553081A JP S58110754 A JPS58110754 A JP S58110754A
- Authority
- JP
- Japan
- Prior art keywords
- space
- formwork
- unit
- forming
- constructing
- 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
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E30/00—Energy generation of nuclear origin
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E30/00—Energy generation of nuclear origin
- Y02E30/30—Nuclear fission reactors
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (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 本発明は建屋の構築方法に関する。[Detailed description of the invention] Technical field of invention The present invention relates to a method of constructing a building.
発明の技術的背景
一般に原子力発電設備の建醸内には多数の配管・配線・
ケーブル等が配置されている．そして、原子力発電設備
では耐震性を向上させるため建屋躯体内にトンネル状の
空間部を設けこの空間部に配管等を設置することが行な
われている。Technical background of the invention Generally, there are many pipes, wiring,
Cables etc. are arranged. In nuclear power generation facilities, in order to improve earthquake resistance, a tunnel-like space is provided within the building frame and piping and the like are installed in this space.
そして、従来このような原子力発電設備建屋の構築方法
はＩＪ４１図ないし第４図に示す各行程により行なわれ
るものである．まず、＠１図に示すようにコンクリート
打設用の型枠Ｉ・・・に空間形成枠２をセ・童レータ３
・・・により取付ける。Conventionally, the construction method of such a nuclear power generation equipment building is carried out according to the steps shown in Figures IJ41 to Figure 4. First, as shown in Figure @1, space forming frame 2 is placed in formwork I for concrete pouring.
Attach by...
このとき空間修成枠２にはアンカ４・・・を取付けてお
く，次に第２図に示すようにコンクリートｌを打設する
．そしてコンクリート５の養生後。At this time, anchors 4 are attached to the space modification frame 2, and then concrete l is poured as shown in Figure 2. And after curing of concrete 5.
型枠１・・・。空間形成枠ｌを取外して第３図に示すよ
うな内部に空間部σを有する建履駆体１が形成される０
次に、第４図に示すように空間部−に支持体１を１ｙ力
４・・・を介して固定する。Formwork 1... After removing the space forming frame l, a building deck structure 1 having a space σ inside as shown in FIG. 3 is formed.
Next, as shown in FIG. 4, the support 1 is fixed in the space using a 1y force 4.
そして、この支持体Ｉに配管９・−等を架設する。Then, pipes 9, etc. are constructed on this support I.
岬景技術の問題点
このような従来の構築方法では打設したコンク９−）ｊ
の養生が終り型枠１・・・、空間形成枠２を取外した後
でなければ配管ｔ・・・等の設置工程を行なうことはで
きなかった。また、形成された空間部Ｃはコンクリート
５で囲められており長尺の配管９・・・等をこの空間部
６に一人するのは困難な場合があり、このような場合に
は既に完成した建屋躯体ｒに仮開口を設けて、仮開口か
ら配管９・・・等を搬入しなければならず、きわめて非
能率的である等の欠点があった。また。Problems with the capescape technology: With this conventional construction method, the concreted concrete 9-)j
It was not possible to carry out the process of installing the piping t, etc. until after the curing of the molds 1, . . . and the space forming frame 2 had been removed. In addition, the formed space C is surrounded by concrete 5, and it may be difficult for one person to install long pipes 9, etc. in this space 6. It is necessary to provide a temporary opening in the building frame r and transport the pipes 9, etc. through the temporary opening, which has the disadvantage of being extremely inefficient. Also.
配ｔり・・・等を適中で連結する場合にも同様に作業用
の仮開口を設ける必要があり、これまた非能率的であっ
た。Similarly, when connecting the treads, etc. in the middle, it is necessary to provide a temporary opening for the work, which is also inefficient.
発明の目的
本発明の目的は、内部に配管用の空間部を有する建屋の
建設工期を短縮するとともに、１３管等の設置作業を容
易に行なうことのできる建屋の構築方法を提供すること
にある。OBJECTS OF THE INVENTION An object of the present invention is to provide a method for constructing a building that can shorten the construction period of a building that has a space for piping inside, and also facilitate the installation work of 13 pipes, etc. .
発明の概要
本発明による建屋の構築方法は機器を収容する空間を構
成するとともに収容される機器をあらかじめ内部に据付
けた容器状の空間形成型枠ユニットを構築する工程と、
この空間形成型枠ユニットを設置箇所″に設置するとと
もにその周囲にコンクリート打設用の型枠を構築する工
程と、この型枠と上記空間形成型枠ユニットとの間にコ
ンクリートを打設する工程ととからなるものである。し
たがって、建屋を構築して空間部を形成すると同時に内
部に配管等の配役が同時になされるので構築工程がきわ
めて能率的となるものである。Summary of the Invention The method for constructing a building according to the present invention includes the steps of constructing a container-shaped space-forming formwork unit that configures a space for accommodating equipment and in which the equipment to be accommodated is installed in advance;
A process of installing this space-forming formwork unit at the installation location and constructing a formwork for concrete pouring around it, and a process of pouring concrete between this formwork and the above-mentioned space-forming formwork unit. Therefore, the construction process becomes extremely efficient because the building is constructed to form a space and piping, etc., are installed inside the building at the same time.
発明の実施例
第５図ないし第１０図にしたがって本発明の第１実施例
を説明する。まず、第５図および第６図に示す如き空間
形成型枠ユニット１−１を横棒する。この空間形成型枠
ユニットｌ＃１は鋼板等を溶接して形成した枠体１０２
を有し、この枠体１０１は第６図に示す如く複数の分割
枠体ｒａｓｈ、ｒａｓｈに分割した構造とし、これら分
割枠体ｔａｘｓ、ｉａｍｂは端部にフランジ部１１←−
を有し、これらフランジ部１０４を衝合してｅｓｔ）ｒ
ａｓ−により結合できる構造としである。そして、これ
ら分割枠体ｒｏｚ＊、ｒａｘｂ内には支持体１ ＃ ＃
−・・が設けられ、この支持体１０＃・・・には必要
な配管１１Ｊ’ｌ・・・、ケーブル１１ト・等が取付け
られでいる。また、これら配管１＃ｒ・−およびケーブ
ル１０１・−はこの分割枠体１０１１に−・の結合箇所
において継手５ｅｅ−、プネク！１１＃・・・によって
接続されるように構成されている。また。Embodiment of the Invention A first embodiment of the invention will be described with reference to FIGS. 5 to 10. First, a space forming form unit 1-1 as shown in FIGS. 5 and 6 is horizontally barred. This space forming formwork unit l#1 is a frame body 102 formed by welding steel plates etc.
As shown in FIG. 6, this frame body 101 has a structure divided into a plurality of divided frame bodies rash and rash, and these divided frame bodies taxs and iamb have flange portions 11←-
est)r by abutting these flange portions 104.
This is a structure that can be bonded by as-. And, in these divided frame bodies roz* and raxb, there is a support body 1 # #
-... are provided, and necessary piping 11J'l..., cables 11T, etc. are attached to the supports 10#.... In addition, these pipes 1#r.- and cables 101.- are connected to this split frame body 1011 at the joint 5ee-, Puneku! 11#... Also.
これら分割枠体Ｊ ｌ ｊ ａ−の外面には上記支持体
１＃−・・・に対応してアンカ１１１・−が賓役されて
おり、上記支持体１１Ｊ６・・・に作用する配管１０１
・・・やケーブル１０８・−の荷重はされらアンカ１１
１・−に伝達されるように構成され七いる。また１図中
１１２・−は七ノ臂レータである。Anchors 111.- are attached to the outer surfaces of these divided frames Jlja- in correspondence with the supports 1#-..., and piping 101 acting on the supports 11J6...
The load of ... and the cable 108-- is carried out by the anchor 11.
1.-. Also, 112.- in Figure 1 is the seventh arm laterator.
なお、この空間形成型枠ユニツ）７４）Ｊ・・・は工場
で製造され、必要に応じて分割枠体１０２１・・・を分
割して建設現場まで運搬される。Note that this space forming formwork unit) 74) J... is manufactured in a factory, and the divided frame bodies 1021... are divided as necessary and transported to the construction site.
次に、第７図に示すように、コンクリート打設用の型枠
１１３・・・を配置し、これ゛ら型枠１１３・・・の内
側に予め用意された上記空間形ふ型枠ユニット１−１を
セノ！レータＪ’Ｊｊ−・・によって所定位置に固定□
する。キしで、型枠１１１・・・と空間形成型枠ユニッ
ト１互１の枠体１１１１との間隙−には鉄筋１１４・・
・を配筋する。Next, as shown in FIG. 7, the formwork 113 for concrete pouring is placed, and the space-shaped formwork unit 1 prepared in advance inside the formwork 113... Seno -1! Fixed in place by the rotor J'Jj-...□
do. In the gap between the formwork 111... and the frame body 1111 of the space forming formwork unit 1, reinforcing bars 114...
・Arrange reinforcement.
次に、第８図に示讐ように型枠１１１・・・と空間形成
型棒ユニット１０１の枠体１０１との間隙にコンクリー
ト１１１を打設等る。そして。Next, as shown in FIG. 8, concrete 111 is placed in the gap between the formwork 111... and the frame 101 of the space-forming rod unit 101. and.
コンクリート１１１の養生後、型枠１１１−・・を取除
けば第９図に示すような内部に配管通路用の嫡間部１１
ｇｋ有する鉄筋コンクリート製の建屋躯体１１１が完成
する。After the concrete 111 is cured, if the formwork 111-- is removed, there will be a vertical section 11 for the piping passage inside as shown in Fig. 9.
A building frame 111 made of reinforced concrete with gk is completed.
外お、こあ空間形成型−ユニット１０１の長手方向端部
＝閉塞する場合は第１０図に示すように閉塞板１１＃を
設けそ密閉し、また開放する場合にはフランジ部１１９
を型枠１１３に衝合させておけば、この型枠１１１を取
外すとこの空間形成型枠ユニット１０１の端部は開口さ
れるものである。Outer and inner space forming type - Longitudinal end of the unit 101 = If the unit 101 is to be closed, a closing plate 11# is provided as shown in FIG.
If the space-forming formwork unit 101 is brought into contact with the formwork 113, the ends of the space-forming formwork unit 101 will be opened when the formwork 111 is removed.
このような本発明の第１実施例では次に述べる利点を有
する。第１に、コンクリートを打設して建屋躯体１１１
を構築すると同時に配管Ｊ ＃ ’Ｉ−・・等が枠体１
−１内に形成される空間内に配置されるので工期を大幅
に短縮できる。The first embodiment of the present invention has the following advantages. First, concrete was poured to form the building frame 111.
At the same time as constructing the pipe J # 'I-... etc., frame 1
Since it is placed within the space formed within -1, the construction period can be significantly shortened.
第２に、配管Ｊ ＃ Ｆ −・・等は空間形成型枠ユニ
ツ）Ｊ＃７の製造と同時に取付けられるので従来の如（
狭い空間部内で配管Ｉ＃ν・・・等の配置をおこなう必
要はなく、作業が容易になる。Secondly, piping J#F-... etc. can be installed at the same time as the space forming formwork unit) J#7 is manufactured, so it can be installed as usual (
There is no need to arrange the pipes I#ν, etc. in a narrow space, making the work easier.
第３に、空間形成型枠工ニット１０１は確設現場で組立
てる必要はなく、作愈環塊のよい工場内で予め製造する
ことができるので、十分な品質管理を行なうことができ
る。Thirdly, the space-forming formwork knit 101 does not need to be assembled at the installation site, and can be manufactured in advance in a factory with good production capacity, so that sufficient quality control can be carried out.
また１本発明の第２実施例を第１１９を参照して説明す
る。この第！実施例はｆｉｙｆ璽等の大きな空間部１１
＃を形成する場合のものである。このものは分割して別
途工場生産された空間形成型枠ユニッ）ＪＪＦとして鋼
板等からなる床部材Ｊ２０、壁部材１２１・・・、天井
部材ＩＩＩを別々に製作し、床部材１２０にはＩフグ１
１３、制御機器１２４等をあらかじめ据付け、また壁部
材１２１・・・には配管１０１・・・、ケーブルトレイ
１２５・・・等を取付けておく、また、壁部材１１１に
は出入口１２６を設けてお（。Further, a second embodiment of the present invention will be described with reference to No. 119. This number! The example is a large space 11 such as a fiyf seal.
This is the case when forming #. This is a space-forming formwork unit that is divided and produced separately in a factory.) As JJF, the floor member J20, wall member 121, etc., ceiling member III made of steel plates etc. are manufactured separately, and the floor member 120 is made of I blowfish. 1
13. Install the control equipment 124, etc. in advance, and install the piping 101..., cable tray 125..., etc. on the wall members 121..., and provide the entrance/exit 126 on the wall member 111. (.
そして、これら床部材１２１１％壁部材１２１・・・、
天井部材１２２・・・を別夷に建築現場まで運搬し、こ
れらを組立てて空間形成型枠ユニツ）ＬＬｌを構成する
。そして、この空間形成型枠ユニツ）ｍの外側に型枠（
図示せず）を配置して建屋躯体１２８を構築する。なお
、建屋躯体１２８には壁部材１２１の出入口１２６に対
応して出入通路１２９を形成する。この第２実施例のも
のはポンプ室の如く大きな空間部を形成する場合に好適
するものである。And these floor members 1211% wall members 121...
The ceiling members 122... are separately transported to the construction site and assembled to form a space forming form unit (LLl). Then, the formwork (
(not shown) to construct the building frame 128. Note that an entrance/exit passage 129 is formed in the building frame 128 in correspondence with the entrance/exit 126 of the wall member 121. This second embodiment is suitable for forming a large space such as a pump chamber.
また、第１２図を参照して第３実施例を説明する。この
ものは空間形成ユニット１３０島。Further, a third embodiment will be described with reference to FIG. This is a space forming unit with 130 islands.
ｘｓｏｂと型棒１３１・・ｅとを用いて空間部１３２を
形成する型枠組立体を構成し、コンクリート打設後、型
枠Ｊ １ ：１−・・を取外して空間形成ユニットｔｘ
ｅｍｍ１１１］をこの゛空間部１３１内に残すものであ
る。この第３実施例は空間部１３２がきわめて大きな場
合に好適するものである。xsob and the mold rods 131...e constitute a formwork assembly that forms the space 132, and after pouring concrete, the formwork J1:1... is removed and the space forming unit tx is constructed.
emm111] is left in this space 131. This third embodiment is suitable when the space 132 is extremely large.
発明の効果
本発明による建直の構築方法は、機器を収容する空間を
構成するとともに収容される機器をあらかじめ内部に書
付けた空間形成型枠ユニットを構築し、この空間形成型
枠ユニットの鳩囲値：コンクリーシを打設するので、躯
体を構築するとともに空間部を形威し、かつこの空間部
内における旧管等の配設を同時に完了できる。したがっ
て、工期が短縮できるとともに、空間部内に収容される
機器の設置を容具に行なうことができる等その効果は大
である。Effects of the Invention The construction method for rebuilding according to the present invention constructs a space-forming formwork unit that constitutes a space for accommodating equipment, and in which the equipment to be accommodated is written inside in advance. Surrounding value: Since concrete will be poured, it is possible to construct the frame, shape the space, and complete the installation of old pipes, etc. within this space at the same time. Therefore, the construction period can be shortened and the equipment to be accommodated in the space can be installed in the container, which has great effects.
第１図ないし第４図は従来の原子力発電設備建屋の構築
方法を示す縦断面図である。第５図は本発明の第２およ
び第３実施例を説明する断面図である。
１０１．１２１゜１３′０１Ａ、ＬＬＬＪ！・・・空間
形成型枠ユニット、１０２・・・枠体、１０３・・・分
割枠体、ｌａｇ・・・支持体、ｉｏｒ・・・配管、１１
１・・・アンカ、１１２・・・セノヤレータ、１１Ｊ・
・−ｍ枠。
１１４・・・鉄筋％ １１５・・・コンクリート、１１
８゜１１９．１３２・・・空間部％ １１ Ｆ −・・
建屋躯体、１１＃・・・閉塞板。
出−人代理人 弁理士 鈴 江 武 彦第１図
第２図
第３図
第４図
第７図
第８図1 to 4 are vertical sectional views showing a conventional method of constructing a nuclear power generation equipment building. FIG. 5 is a sectional view illustrating the second and third embodiments of the present invention. 101.121゜13'01A, LLLJ! ...Space forming formwork unit, 102...Frame body, 103...Divided frame body, lag...Support body, ior...Piping, 11
1... Anchor, 112... Senoyalator, 11J.
・-m frame. 114...Reinforcement% 115...Concrete, 11
8゜119.132... Space part % 11 F -...
Building frame, 11#...Closure plate. Representative Patent Attorney Takehiko Suzue Figure 1 Figure 2 Figure 3 Figure 4 Figure 7 Figure 8
Claims (2)
される機器をあらかじめ内部に据付けた空間形成型枠ユ
ニットを構築する工程と、この空間形成型枠ユニットを
設置部所に設置するとともにその周囲にコンクリート打
設用の型枠を構築する工程と、この後に上記型枠と上記
空間形成型枠ユニットとの間にコンクリートを打設する
工程とからなることを特徴とする優子力１１簑會建履の
構築方法。(1) The process of constructing a space-forming formwork unit that configures a space for accommodating equipment and in which the equipment to be accommodated is installed in advance, and installing this space-forming formwork unit at the installation location and surrounding it. A Yukoriki 11-house construction system characterized by comprising a step of constructing a formwork for pouring concrete, and a step of subsequently placing concrete between the formwork and the space forming formwork unit. How to build.
型枠ユニットを構成する複数の分割片に機器をあらかじ
め揚付けておき、これらの分割片をコンクリート打設現
場で組立てて空間形成型枠ユニットを構築するものであ
ることを特徴とする特許 吻潰１看番ー麗の構築方法。(2) To construct the space-forming formwork unit, equipment is first lifted onto the plurality of divided pieces that make up this space-forming formwork unit, and these divided pieces are assembled at the concrete pouring site to form the space-forming formwork. A method of constructing a patented Nosobusu 1 Kenban-Rei, which is characterized in that it is a method for constructing a unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56215530A JPS58110754A (en) | 1981-12-24 | 1981-12-24 | Construction of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56215530A JPS58110754A (en) | 1981-12-24 | 1981-12-24 | Construction of building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58110754A true JPS58110754A (en) | 1983-07-01 |
| JPS6329057B2 JPS6329057B2 (en) | 1988-06-10 |
Family
ID=16673947
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56215530A Granted JPS58110754A (en) | 1981-12-24 | 1981-12-24 | Construction of building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58110754A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0450363U (en) * | 1990-09-04 | 1992-04-28 |
-
1981
- 1981-12-24 JP JP56215530A patent/JPS58110754A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6329057B2 (en) | 1988-06-10 |
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