JPS62266497A - Method of installation construction of pool lining - Google Patents
Method of installation construction of pool liningInfo
- Publication number
- JPS62266497A JPS62266497A JP61108456A JP10845686A JPS62266497A JP S62266497 A JPS62266497 A JP S62266497A JP 61108456 A JP61108456 A JP 61108456A JP 10845686 A JP10845686 A JP 10845686A JP S62266497 A JPS62266497 A JP S62266497A
- Authority
- JP
- Japan
- Prior art keywords
- pool
- lining
- concrete
- 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.)
- Pending
Links
- 238000009434 installation Methods 0.000 title claims description 13
- 238000000034 method Methods 0.000 title claims description 8
- 238000010276 construction Methods 0.000 title description 2
- 230000002787 reinforcement Effects 0.000 claims description 26
- 239000004567 concrete Substances 0.000 claims description 25
- 238000009415 formwork Methods 0.000 claims description 14
- 238000003466 welding Methods 0.000 description 16
- 238000001514 detection method Methods 0.000 description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 6
- 239000002689 soil Substances 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000012360 testing method Methods 0.000 description 6
- 238000007689 inspection Methods 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 4
- 238000012790 confirmation Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011295 pitch Substances 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002915 spent fuel radioactive waste Substances 0.000 description 1
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
- Y02E30/30—Nuclear fission reactors
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】
〔産業上の利用分野〕
本発明はプールライニング据付工法に係り、特に、底部
を含めた大パネルブロック化して設置するのに好適な据
付工法に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a pool lining installation method, and particularly to an installation method suitable for installing a large panel block including the bottom part.
従来の据付工法は、特開昭５９−９１２７３号公報に記
載のように、ライニング槽底部に相当するレベルまであ
らかじめコンクリートを打設しておき、その上に底部に
ついてもプレファブ化した大パネルブロックを、単に、
設置しコンクリートを打設しライニング槽を形成するこ
ととなっていた。しかし、ライニング槽底部はコンクリ
ート躯体との取付は方法の点については配慮されていな
かった。The conventional installation method, as described in Japanese Patent Application Laid-Open No. 59-91273, involves pouring concrete in advance to a level corresponding to the bottom of the lining tank, and then placing a large prefabricated panel block on top of the concrete for the bottom. ,simply,
The plan was to install it, pour concrete, and form a lining tank. However, no consideration was given to the method of attaching the bottom of the lining tank to the concrete frame.
従来技術を第５図ないし第８図に示す。The prior art is shown in FIGS. 5 to 8.
上記従来技術は、ライニング槽底部とコンクリ−と躯体
との取付けについて考慮がされておらず、耐震強度を必
要とする機器が直接ライニング槽底部に設置することが
出来ないことの問題があった。The above-mentioned conventional technology does not take into consideration the attachment of the lining tank bottom, concrete, and frame, and has the problem that equipment requiring seismic strength cannot be installed directly at the lining tank bottom.
本発明の目的は、プール底部に耐震強度保持埋込金物を
もち底部も含めた大パネルブロック工法を採用可能にす
るプールライニングの据付工法を提供することにある。An object of the present invention is to provide a pool lining installation method that has seismic strength-maintaining embedded metal fittings at the bottom of the pool and allows the use of a large panel block construction method that includes the bottom.
上記目的は、プールライニングが据付けられるコンクリ
ート躯体の型枠を利用してプールライニングを据付ける
ための垂直状にサポートを複数本設置し、このサポート
を据付基準として、あらかじめプールライニングの底部
に耐震強度保持埋込金物を備えたプール底部とプール側
壁部が一体組立てられた大パネルブロックを据付けその
後、コンクリート躯体全厚さ分の配筋作業及びコンクリ
ートを打設し、プールライニングを形成することにより
達成される。The above purpose is to install multiple supports vertically for installing the pool lining using the formwork of the concrete frame on which the pool lining will be installed, and to use these supports as installation standards to provide seismic resistance to the bottom of the pool lining in advance. Achieved by installing a large panel block in which the pool bottom and pool side wall are integrally assembled with embedded holding hardware, and then reinforcing the entire thickness of the concrete frame and pouring concrete to form the pool lining. be done.
プールライニング底部に耐震強度保持埋込金物を備えた
大パネルブロックを据付完了した後で、コンクリート躯
体全厚さ分の配筋作業及びコンクリート打設を行うため
、埋込金物に取付いているアンカーボルトを避け、又、
アンカーボルトが鉄筋の中に埋設されるように配筋しコ
ンクリートを打設して固めることにより埋込金物を介し
てプール底部と鉄筋コンクリート躯体とが固着される。After completing the installation of the large panel block equipped with embedded hardware to maintain seismic strength at the bottom of the pool lining, anchor bolts attached to the embedded hardware are used to perform reinforcement work and concrete pouring for the entire thickness of the concrete frame. avoid, and
By arranging the reinforcing bars so that the anchor bolts are buried in the reinforcing bars, and pouring and hardening concrete, the bottom of the pool and the reinforced concrete frame are fixed via the embedded hardware.
以下、本発明の一実施例を第１図ないし第４図により説
明する。An embodiment of the present invention will be described below with reference to FIGS. 1 to 4.
第１図においてプールライニング４１は、複数枚の壁ラ
イナプレート１、及び、複数枚の床ライナプンート１９
から成る。尚、壁ライナプレート１同士及び床ライナプ
レート１９同士は突合せ溶接により組立てられ、又、壁
ライナープレート１と床ライナプレート１９はスミ肉溶
接により組立てられる。壁ライナプレート１、及び、床
ライナプレート１９に関する溶接線２の裏側（コンクリ
ートに埋設される側）には漏洩検出溝３ａ、３ｂ。In FIG. 1, the pool lining 41 includes a plurality of wall liner plates 1 and a plurality of floor liner plates 19.
Consists of. The wall liner plates 1 and the floor liner plates 19 are assembled by butt welding, and the wall liner plates 1 and the floor liner plates 19 are assembled by fillet welding. Leak detection grooves 3a and 3b are provided on the back side of the weld line 2 for the wall liner plate 1 and the floor liner plate 19 (the side buried in concrete).
３ｃ、７ａ、７ｂがシール溶接１０されている。3c, 7a, and 7b are sealed by welding 10.
尚、漏洩検出区分を大別すると壁部と床部に分けられて
、万一、溶接部からプール水が漏洩すると、漏洩検出溝
のいずれかを通りプール底部に取付けられている漏洩検
出配管１２ａ、１２ｂで漏洩水が導びかれ、漏洩水収集
管１５に集められドレン水バルブ１７．（常時開）の操
作により排水可能になっている。尚、漏洩水収集管１５
には、耐圧試験用バルブ１６が常時閉の状態で取付いて
いる。In addition, leak detection can be roughly divided into walls and floors, and if pool water leaks from the welded part, it will pass through either of the leak detection grooves and leak detection piping 12a attached to the bottom of the pool. , 12b, the leakage water is directed and collected in the leakage water collection pipe 15 and drain water valve 17. (Always open) operation allows drainage. In addition, leakage water collection pipe 15
A pressure test valve 16 is attached in a normally closed state.
又、漏洩検出配管１２ｂの途中には漏洩確認バルブ１４
が常時開の状態で取付いている。In addition, a leak confirmation valve 14 is installed in the middle of the leak detection pipe 12b.
is installed in a normally open state.
壁ライナプレート１の裏側には、構造上及び強度上必要
な下地材４が溶接で取付いている。尚、下地材４は漏洩
検出溝と交叉する個所は下地材４側で逃げる構造となっ
ている。A base material 4 necessary for structure and strength is attached to the back side of the wall liner plate 1 by welding. Note that the base material 4 has a structure in which the leak detection groove crosses the base material 4 and escapes on the base material 4 side.
壁ライナプレート１には耐震強度保持可能な埋込金物５
が壁ライナプレート１の板厚分へこんで溶接で取付けら
れている。床ライナプレート１９には耐震強度保持可能
な埋込金物６が床ライナプレート１９と同一面に溶接で
取付けられている。The wall liner plate 1 has embedded hardware 5 that can maintain seismic strength.
is recessed by the thickness of the wall liner plate 1 and attached by welding. An embedded metal fitting 6 capable of maintaining seismic strength is attached to the floor liner plate 19 by welding on the same surface as the floor liner plate 19.
尚、第２図に示すように埋込金物６の床コンクリート２
４内には複数本のアンカーボルト９が溶接で取付けられ
ている。又、プール水４１側には複数本の基礎ボルト８
がネジ込み式で取付けられており、溶接で廻り止めされ
ている。゛
基礎ボルト８は耐震強度を必要とする使用済燃料ラック
４０のベースをネジ止め固定するものである。In addition, as shown in FIG. 2, the floor concrete 2 of the embedded hardware 6
A plurality of anchor bolts 9 are attached within the anchor bolt 4 by welding. Also, multiple foundation bolts 8 are installed on the pool water 41 side.
is attached with screws and is welded to prevent rotation. ``The foundation bolts 8 are used to screw and fix the base of the spent fuel rack 40, which requires earthquake-resistant strength.
埋込金物６と床ライナプレート１９との突合せ溶接線２
の裏側にも漏洩検出溝７ａが第２図のようにシール溶接
１０で取付けられている。Butt welding line 2 between embedded hardware 6 and floor liner plate 19
A leak detection groove 7a is also attached to the back side of the housing by seal welding 10 as shown in FIG.
プールライニング４１の底部裏側には、第３図及び第４
図に示すように一方向に複数本のプール受金物１８が溶
接で取付けられている。尚、プール受金物１８は、更に
、複数本のプール支持サポート２７で支えられている。3 and 4 on the bottom back side of the pool lining 41.
As shown in the figure, a plurality of pool supports 18 are attached by welding in one direction. Note that the pool support 18 is further supported by a plurality of pool support supports 27.
プール支持サポート２７は第３図に示すように受座２８
とネジジヤツキ２９とパイプ３０及びベース３１から成
り、受座２８とネジジヤツキ２９が溶接取付で組立ち、
パイプ３ｏの上部には、ネジジヤツキ２９がネジ込み出
来るようネジ穴が設けられプール支持サポート２７の上
・下方向の調整を可能にしている。又、パイプ３０の下
部にはベース３１が溶接で取付けられており、鉄板型枠
３２へのすわりを良くシ、シかも、ボルト・ナツトで締
付取付は出来る構造になっている。The pool support support 27 is attached to a catch seat 28 as shown in FIG.
It consists of a screw jack 29, a pipe 30, and a base 31, and the catch seat 28 and screw jack 29 are assembled by welding,
A screw hole is provided in the upper part of the pipe 3o so that a screw jack 29 can be screwed into the pool support 27, thereby making it possible to adjust the pool support 27 in the upward and downward directions. Further, a base 31 is attached to the lower part of the pipe 30 by welding, and has a structure that allows it to sit easily on the iron plate formwork 32 and can be tightened and attached with bolts and nuts.
鉄板型枠３２とプールライニング４１の床ライナプレー
ト１９の間には上端筋２５ａ、２５ｂ。Upper reinforcements 25a and 25b are provided between the iron plate formwork 32 and the floor liner plate 19 of the pool lining 41.
２５ｃ、２５ｄと下端筋２６ａ、２６ｂ、２６ｃ。25c, 25d and lower end reinforcements 26a, 26b, 26c.
２６ｄ及び床コンクリート２４が設置されている。26d and floor concrete 24 are installed.
壁ライナプレート１の廻りには縦方向に壁土筋２２と壁
土筋２２に対して水平方向の壁横筋２３及び壁コンクリ
ート２１が設置されている。Around the wall liner plate 1, wall soil reinforcements 22 are installed in the vertical direction, and wall transverse reinforcements 23 and wall concrete 21 are installed in the horizontal direction relative to the wall soil reinforcements 22.
鉄板型枠３２は複数枚より構成されている。The iron plate formwork 32 is composed of a plurality of sheets.
型枠支持台３３は前述の鉄板型枠３２の上部に乗ってい
る全荷重を受けられる構造になっている。The formwork support stand 33 has a structure that can receive the entire load placed on the upper part of the above-mentioned iron plate formwork 32.
工場で壁ライナプレート１と壁ライナプレート１とを突
合せ溶接し、その溶接線２の裏側に沿ってシール溶接１
０された漏洩検出溝３ａ、３ｂ。The wall liner plate 1 and the wall liner plate 1 are butt welded at the factory, and a seal weld 1 is applied along the back side of the weld line 2.
0 leak detection grooves 3a, 3b.
３ｃおよび下地材４より成る可搬大のパネルを製作し、
又、工場で床ライナプレート１９と床ライナプレート１
９とを突合せ溶接し、更に、埋込金物６とも突合せ溶接
したその溶接線２の裏側に沿ってシール溶接１０された
漏洩検出溝７ａ、７ｂ及びプール受金物１８より成る可
搬大のパネルを製作し、現地へ搬入後、現地作業場所で
パネルを西側壁面及び床部を一体組立てし大パネルブロ
ック状にする。A portable sized panel consisting of 3c and base material 4 was manufactured,
In addition, the floor liner plate 19 and floor liner plate 1 are installed at the factory.
A portable sized panel consisting of leak detection grooves 7a, 7b and a pool receiving part 18 is seal welded 10 along the back side of the weld line 2 which is butt welded with the embedded metal part 6. After manufacturing and transporting to the site, the panels are assembled on the west wall and floor into a large panel block at the local work site.
プールライニングＲＩ！場所では、大パネルブロックを
設定する際の据付基準架台となるよう、大パネルブロッ
クを据付けるコンクリート躯体用鉄板型枠３２を型枠支
持台３３上に据付け、更に、鉄板型枠３２の上にプール
支持サポート２７のベース３１をボルトもしくね溶接で
固定する。尚、プール支持サポート２７の取付は位置は
あらかじめ構成されている大パネルブロックの底部の裏
側についているプール受金物１８の取付位置を寸法測定
しておき鉄板型枠上に墨出しし取付位置を書いておく。Pool lining RI! At the location, the steel plate formwork 32 for the concrete frame on which the large panel block will be installed is installed on the formwork support stand 33 to serve as an installation reference frame when setting up the large panel block, and then the steel plate formwork 32 is placed on top of the steel plate formwork 32. The base 31 of the pool supporting support 27 is fixed with bolts or screw welding. In addition, when installing the pool support support 27, measure the installation position of the pool support 18 attached to the back side of the bottom of the large panel block that has been configured in advance, mark it on the steel plate formwork, and write the installation position. I'll keep it.
次に、床コンクリート２４内に配筋される上端筋２５ａ
、２５ｂ、２５ｃ、２５ｄ及び下端筋２６ａ、２６ｂ、
２６ｃ、２６ｄをあらかじめ各鉄筋の据付状態（第１図
、第３図参照）を考慮して鉄板型枠３２上に下端筋２６
ａを一番下にしてその上に２６ｂ、２６ｃ、２６ｄ及び
上端筋２５ｄ、２５ｃ、２５ｂ、２５ａの順序で積み重
ね先入れしておく、尚、各鉄筋は一対毎に（例：２５ａ
と２５ｂ、２５ｃと２５ｄ）直角に交わる様に配置して
おく６組立構成している大パネルブロックをプール支持
サポート２７上に吊り下ろしあらかじめ所定の据付レベ
ルに調整しておいたネジジヤツキ２９．（受座２８が溶
接取付けられている）を回転して微調整してから受座２
８と大パネルブロックの床部の裏側についているプール
受金物１８と溶接して固定する。Next, the upper reinforcement 25a is placed in the floor concrete 24.
, 25b, 25c, 25d and lower end reinforcements 26a, 26b,
26c and 26d are placed on the steel plate formwork 32, taking into consideration the installation condition of each reinforcing bar (see Figures 1 and 3).
Place reinforcing bars 26b, 26c, 26d and upper end reinforcements 25d, 25c, 25b, 25a on top of that at the bottom in the order of stacking and inserting them first. Each reinforcing bar should be inserted in pairs (for example, 25a
25b, 25c, and 25d) Suspend the large panel blocks, which are made up of 6 assemblies arranged at right angles, onto the pool support 27 and use screws 29. that have been adjusted to the predetermined installation level. (The catch 28 is attached by welding.) Rotate and finely adjust the catch 2.
8 and the pool support 18 attached to the back side of the floor of the large panel block by welding and fixing.
次に、先入れ済の上端筋２５ａをアンカーボルト９に干
渉しない様、又、所定の埋込み深さが得られる位置まで
持ち上げて、プール支持サポート２７のパイプ３０より
仮設材を張り出して固定する。次に、上端筋２５ｂを仮
置状態のまま持ち上げて上端筋２５ａの下に針金等で縛
着する。更に。Next, the pre-inserted upper end reinforcement 25a is lifted to a position where a predetermined embedment depth can be obtained so as not to interfere with the anchor bolt 9, and the temporary material is extended and fixed from the pipe 30 of the pool support 27. Next, the upper end reinforcement 25b is lifted up in the temporarily placed state and tied under the upper end reinforcement 25a with a wire or the like. Furthermore.
上端筋２５ｃを上端筋２５ａから所定の間隔を保って上
端筋２５ａと同様に固定し、上端筋２５ｄを上端筋２５
ｃの下に針金等で縛着する。尚、下端筋についても同様
の要領で所定の位置に取付固定する。The top reinforcement 25c is fixed at a predetermined distance from the top reinforcement 25a in the same manner as the top reinforcement 25a, and the top reinforcement 25d is fixed to the top reinforcement 25a.
Tie it under c with wire, etc. Note that the lower end reinforcement is also attached and fixed in a predetermined position in the same manner.
壁ライナプレート１の周囲に壁土筋２２を所定ピッチ及
び位置に設置し、壁土筋２２の下部は上端筋及び下端筋
と針金等で縛着固定し、壁横筋２３を壁土筋２３に対し
て水平に、しかも、高さ方向を所定ピッチに設置し、壁
土筋２３に針金等で縛着固定する。Wall soil reinforcements 22 are installed around the wall liner plate 1 at predetermined pitches and positions, and the lower portions of the wall soil reinforcements 22 are tied and fixed to the upper and lower end reinforcements with wires, etc., and the wall transverse reinforcements 23 are placed horizontally to the wall soil reinforcements 23. Moreover, they are installed at a predetermined pitch in the height direction, and are tied and fixed to the wall soil reinforcements 23 with wires or the like.
次に、鉄板型枠３２上に床−次コンクリート３４を順次
打設して行き、床ライナプレート１９から約３０国下ま
で（上端筋２５ａのかぶり厚さ５ｃ以上確保）打設し、
ギヤツブ約３０ａ＋＋の所を床グラフト３５（無収縮性
）を圧入する。但し、プール中央部から外向ｉに、順次
、仕切りを入れて細かく区切り充填する。この後、壁コ
ンクリート２１を所定の打設高さくコンクリート側圧）
を管理しながら順次大パネルブロックの深さまで打設し
プールライニング４２を形成する。Next, the floor-subconcrete 34 is successively placed on the steel plate formwork 32, and is placed approximately 30 degrees below the floor liner plate 19 (ensuring a cover thickness of 5c or more on the upper reinforcement 25a),
Press fit the floor graft 35 (non-shrinkable) into the gear at approximately 30a++. However, partitions are sequentially inserted from the center of the pool toward the outside to fill the pool into small sections. After this, the wall concrete 21 is poured to a predetermined height (concrete side pressure).
The pool lining 42 is formed by sequentially pouring to the depth of the large panel blocks while controlling.
本発明によれば、プールライニング４２は床部を含めた
大パネルブロック工法が可能になり、プールライニング
４２の溶接線２の裏に全ての漏洩検出溝がシール溶接１
０されるため、万一の漏洩水の系外への放出及び漏洩検
出溝内に発生すると考えられる結露水やコンクリート内
浸透水等の漏洩検出溝内への侵入を防止することができ
、プールライニングの信頼性を向上させる。According to the present invention, the pool lining 42 can be constructed using a large panel block method including the floor, and all leakage detection grooves are sealed by seal welding 1 behind the weld line 2 of the pool lining 42.
0, it is possible to prevent leakage water from being released outside the system, and to prevent condensation water that might occur in the leak detection groove, water that has permeated into concrete, etc. from entering the leak detection groove. Improve lining reliability.
尚、壁ライナプレート１及び床ライナプレート１９埋込
金物６等の溶接線２の非破壊検査は、従来、浸透探傷検
査と真空引き試験を実施していたが、本発明によれば、
第１図に示すように耐圧試験用バルブ１６を開にしてこ
こから加圧し、この時ドレン水バルブ１７を閉止し漏洩
確認バルブ１４は耐圧試験該当ライン（漏洩検出区分毎
）のみ開状態にし、他は閉止しておき、順次漏洩確認バ
ルブ１４を切替えて全体の検査を完了させる事ができ、
従来に比較して漏洩検出区分毎の検査が一度に出来、又
、重複した検査が不要になるため。Incidentally, the non-destructive inspection of the weld lines 2 of the wall liner plate 1 and the floor liner plate 19 embedded hardware 6 etc. has conventionally been carried out by penetrant inspection and vacuum test, but according to the present invention,
As shown in Fig. 1, the pressure test valve 16 is opened and pressurized from there, the drain water valve 17 is closed at this time, and the leak confirmation valve 14 is opened only for the pressure test applicable line (for each leak detection category). The rest can be closed and the leak confirmation valve 14 can be sequentially switched to complete the entire inspection.
Compared to conventional methods, each leak detection category can be inspected at the same time, and duplicate inspections are no longer necessary.
大巾な試験コストの低減が可能である。It is possible to significantly reduce test costs.
本発明によれば、プールライニング溶接部の漏洩検出溝
が全てシール溶接できるのでプールライニングの信頼性
が向上し、溶接部の試験コストが従来の約１／１ｏに低
減出来る。According to the present invention, all of the leak detection grooves in the welded portion of the pool lining can be seal welded, so the reliability of the pool lining is improved and the cost of testing the welded portion can be reduced to about 1/10 of the conventional cost.
第１図は本発明の一実施例のプールライニング及びコン
クリート躯体の縦断面図、第２図は第１図の底部埋込金
物の詳細断面図、第３図は第１図のプール支持サポート
部の詳細断面図、第４図は第１図の■−ＩＶ矢視断面図
、第５図は従来技術のライニング槽のブロック正面図、
第６図は第５図の底部を示す下面図、第７図は第５図の
ブロックを据付けるコンクリート架台のボックスアウト
部を示す平面図、第８図は第７図の■−■矢視矢視断面
図
１図 第３回
＃ ４ 図
グ４
＄５ＥＪ
蔓６ 記Fig. 1 is a vertical cross-sectional view of the pool lining and concrete frame according to an embodiment of the present invention, Fig. 2 is a detailed cross-sectional view of the bottom embedded hardware shown in Fig. 1, and Fig. 3 is a pool support part shown in Fig. 1. 4 is a sectional view taken along the ■-IV arrow in FIG. 1, and FIG. 5 is a block front view of the lining tank of the prior art.
Fig. 6 is a bottom view showing the bottom of Fig. 5, Fig. 7 is a plan view showing the box-out part of the concrete pedestal on which the block shown in Fig. 5 is installed, and Fig. 8 is viewed from the ■-■ arrow in Fig. 7. Arrow cross-sectional view 1 Figure 3rd #4 Figure 4 $5EJ Vines 6 notes
Claims (1)
の型枠を利用して前記プールライニングを据付けるため
、垂直状にサポートを複数本設置し、前記サポートを据
付基準としてあらかじめ前記プールライニングの底部に
耐震強度を保持する埋込金物を備えたプール底部とプー
ル側壁部が一体組立てられた大パネルブロックを据付け
、その後、前記コンクリート躯体の配筋作業及び前記コ
ンクリートの打設後、更に、前記プール側壁および前記
コンクリート躯体の前記配筋作業及び前記コンクリート
を打設し前記プールライニングを形成することを特徴と
するプールライニング据付工法。1. In order to install the pool lining using the formwork of the concrete frame on which the pool lining will be installed, multiple supports are installed vertically, and earthquake resistance is established in advance at the bottom of the pool lining using the supports as installation standards. A large panel block is installed in which the pool bottom and the pool side wall are integrally assembled, and the pool bottom and the pool side wall are integrally assembled, and the pool side wall and the pool side wall and the concrete are placed. A method for installing a pool lining, comprising the steps of arranging reinforcement for a frame and placing the concrete to form the pool lining.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61108456A JPS62266497A (en) | 1986-05-14 | 1986-05-14 | Method of installation construction of pool lining |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61108456A JPS62266497A (en) | 1986-05-14 | 1986-05-14 | Method of installation construction of pool lining |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS62266497A true JPS62266497A (en) | 1987-11-19 |
Family
ID=14485230
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61108456A Pending JPS62266497A (en) | 1986-05-14 | 1986-05-14 | Method of installation construction of pool lining |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62266497A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2020501106A (en) * | 2016-09-30 | 2020-01-16 | ジョイント・ストック・カンパニー サイエンティフィック リサーチ アンド デザイン インスティテュート フォー エナジー テクノロジーズ アトムプロエクト | Monitoring system for liquid leaks from spent fuel pools |
-
1986
- 1986-05-14 JP JP61108456A patent/JPS62266497A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2020501106A (en) * | 2016-09-30 | 2020-01-16 | ジョイント・ストック・カンパニー サイエンティフィック リサーチ アンド デザイン インスティテュート フォー エナジー テクノロジーズ アトムプロエクト | Monitoring system for liquid leaks from spent fuel pools |
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