JPS63147026A - Construction of heat storage tank - Google Patents

Construction of heat storage tank

Info

Publication number
JPS63147026A
JPS63147026A JP61290985A JP29098586A JPS63147026A JP S63147026 A JPS63147026 A JP S63147026A JP 61290985 A JP61290985 A JP 61290985A JP 29098586 A JP29098586 A JP 29098586A JP S63147026 A JPS63147026 A JP S63147026A
Authority
JP
Japan
Prior art keywords
floor
construction
panel
formwork
insulation
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
Application number
JP61290985A
Other languages
Japanese (ja)
Other versions
JPH0511181B2 (en
Inventor
飯田 正明
伸一 伊東
茂 栗原
正幸 志村
帯刀 清臣
小玉 文博
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.)
Maeda Corp
Tokyo Electric Power Co Holdings Inc
Original Assignee
Tokyo Electric Power Co Inc
Maeda Corp
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 Tokyo Electric Power Co Inc, Maeda Corp filed Critical Tokyo Electric Power Co Inc
Priority to JP61290985A priority Critical patent/JPS63147026A/en
Publication of JPS63147026A publication Critical patent/JPS63147026A/en
Publication of JPH0511181B2 publication Critical patent/JPH0511181B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E60/00Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
    • Y02E60/14Thermal energy storage

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」 この発明は、蓄熱槽の構築工法に関するものである。[Detailed description of the invention] "Industrial application field" The present invention relates to a construction method for a heat storage tank.

「従来の技術、発明か解決せんとする問題点」従来の蓄
熱槽は、床板施工後局壁部及び天井部に鉄筋を配筋して
型枠を組立て、これにコンクリートを打設してその硬化
後において型枠を解体し、内部に現場吹付は等による断
熱防水施工を行うことにより構築されていた。
``Prior art, problems to be solved by invention'' Conventional heat storage tanks are constructed by placing reinforcing bars in the local walls and ceiling after floorboard construction, assembling a formwork, and pouring concrete into the formwork. After curing, the formwork was dismantled and the interior was insulated and waterproofed using on-site spraying techniques.

しかしながら、上記従来の工法では型枠の組立、後工程
としての型枠解体、断熱、防水施工等の作業をいずれも
閉鎖空間て行うため極めて作業環境か悪く、また器材の
搬入搬出や人の出入も困難で作業効率も悪く、更に有害
ガスの堆積、器材の落下等作業の安全上においても問題
かあった。
However, in the conventional construction method mentioned above, the work environment is extremely poor because the assembly of the formwork, the dismantling of the formwork as a post-process, the insulation, waterproofing construction, etc. are all carried out in a closed space, and the work environment is extremely poor, as is the transport of equipment and the movement of people in and out. It was difficult and the work efficiency was poor, and there were also problems in terms of work safety, such as the accumulation of harmful gases and falling equipment.

また、断熱、防水施工は現場作業であるため、その施工
精度は施工者の技術に委ねられ、品質のバラツキを生じ
、これらか原因で蓄熱槽の断熱材の1llfl、落下、
水質汚染などのクレームか多発しているのか現状である
In addition, since insulation and waterproofing work is done on-site, the accuracy of the work is left to the skill of the builder, resulting in variations in quality.
The current situation is that complaints such as water pollution are occurring frequently.

「問題点を解決するための手段」 この発明は前記従来の課題を解決するために、蓄熱槽内
面をプレファツ化した断熱パネルを用いて支保工等のサ
ポートを一切使用することなく組立施工し、これを型枠
代りにして打設コンクリートと一体化させることにより
、サポートを使用することなく、かつ内部の閉鎖空間で
の型枠解体作業や断熱防水施工などの後工程を一切要す
ることなく、常にオープンな広い空間で安全かつ効率的
に作業することを可使とすると共に、内面の断熱、防水
、型枠施工を工場加工した断熱パネルを用いてプレファ
ツ化することにより、均一な品質に仕上げることかてき
、断熱材の剥離、落下、木質汚染などを生ずることなく
維持管理を容易化してランニンクコストも低減すること
を可能とした合理的な蓄熱槽の構築工法を提案するもの
である。
"Means for Solving the Problems" In order to solve the above-mentioned conventional problems, this invention uses prefabricated heat insulation panels on the inner surface of the heat storage tank and assembles and constructs them without using any support such as shoring. By using this instead of formwork and integrating it with the poured concrete, we can eliminate the need for supports, and there is no need for post-processes such as dismantling the formwork in a closed space or installing insulation and waterproofing. It is possible to work safely and efficiently in a wide open space at all times, and uniform quality is achieved by prefabricating internal insulation, waterproofing, and formwork construction using factory-processed insulation panels. This paper proposes a rational construction method for a heat storage tank that facilitates maintenance and reduces running costs without causing peeling, falling, or wood contamination of the insulation material.

「実施例」 以下この発明を図面に示す実施例について説明すると、
構築した作業床lを設置面としてこの上に、高さ調節自
在の基準枠2,2゛を構築すべき周壁部(壁及び柱)の
内外面に対応した位置に設置する。
"Embodiments" Below, embodiments of the present invention shown in the drawings will be described.
Using the constructed work floor l as an installation surface, height-adjustable reference frames 2 and 2' are installed on this at positions corresponding to the inner and outer surfaces of the peripheral wall portion (walls and pillars) to be constructed.

基準枠2,2°は上面か水平のアングル鋼材等からなり
、下部に設けたフラケット3を介して、作業床1上のア
ンカー4等に下端を固定して突設した支持ボルト5にダ
ブルナツト6により高さ調節自在に取付け、ナツト6の
締付は位置を調整することにより水平レベル出し及び所
定高さに位置決め調整を行う。
The reference frame 2, 2° is made of a horizontal angle steel material or the like, and the lower end is fixed to an anchor 4 or the like on the work floor 1, and a double nut 6 is attached to the protruding support bolt 5 through a flatket 3 provided at the bottom. By adjusting the position of tightening the nut 6, horizontal leveling and positioning to a predetermined height can be performed.

作業床1上には床鉄筋7を配筋すると共に、内側及び外
側の基準枠2,2゛間に壁及び柱の周壁部鉄筋8を配筋
し、この状態で作業床1−ヒにコンクリートを打設して
耐圧床9を造成し、この上に床プレートlOを敷設する
。床プレート10は底面に断熱材11を敷き、その上に
FRP等の耐圧強度及び耐蝕性を有する板体な使用する
Floor reinforcing bars 7 are arranged on the working floor 1, and peripheral wall reinforcing bars 8 for walls and columns are arranged between the inner and outer reference frames 2 and 2, and in this state concrete is placed on the working floor 1-A. A pressure-resistant floor 9 is created by pouring the pressure-resistant floor 9, and a floor plate 10 is laid on top of this. A heat insulating material 11 is laid on the bottom of the floor plate 10, and a plate having pressure resistance and corrosion resistance such as FRP is used on top of the heat insulating material 11.

次いで、基準枠2上に断熱パネル12を、また基準枠2
′上には型枠パネル13を組立て、両者間をターンバッ
クル付きセパレータ14により緊結して、壁及び柱から
なる周壁部の断熱、防水及び型枠施工を行う。
Next, the insulation panel 12 is placed on the reference frame 2, and the reference frame 2 is
A formwork panel 13 is assembled on top, and the two are tightly connected by a separator 14 with a turnbuckle to perform heat insulation, waterproofing, and formwork construction of the peripheral wall portion consisting of walls and columns.

この断熱パネル12は、背面に格子状の補強リフ12a
を設けたFRP等の耐圧強度及び耐蝕性有する方形板体
からなり、その裏面に断熱材12bか接着されている。
This heat insulation panel 12 has a lattice-shaped reinforcing ridge 12a on the back side.
It is made of a rectangular plate made of FRP or the like with pressure resistance and corrosion resistance, and a heat insulating material 12b is bonded to the back surface of the rectangular plate.

断熱パネル12.12相互及び断熱パネル12と基準枠
2との接合にはボルトを使用し、ボルト締めかできない
接合部分は第1O〜11図に示すようなUクリップ状の
挟着クリップ15を用い、相互の接触面にパツキン材1
6を介在させて防水性を確保しながら締結する。
Bolts are used to connect the insulation panels 12 and 12 to each other and the insulation panels 12 and the reference frame 2, and U-clip-shaped clamping clips 15 as shown in Figures 1O to 11 are used for joints that can only be tightened with bolts. , Packing material 1 on mutual contact surface
6 to ensure waterproofness.

この狭若クリップ15は断熱パネル12かFRP等の軟
弾性板体である場合、Uクリップでは線接触で接触部分
がへこむことから、面接触て締付は得るように構成した
もので、鋼板をU型に折曲した挟着片15aに回転アー
ム15bを設け、この回転アーム15bに固定したピン
15cを断熱パネル12のリブ12a、12aに穿設し
た孔に差し込み、挟着片15aを回転してパツキン材1
6を介してリブ12a、12aを挟着圧締する。
When the narrow clip 15 is made of a heat insulating panel 12 or a soft elastic plate such as FRP, the U-clip is configured so that it can be tightened by making surface contact, since the contact part is dented by line contact with the U clip. A rotating arm 15b is provided on the U-shaped clamping piece 15a, and a pin 15c fixed to the rotating arm 15b is inserted into a hole bored in the ribs 12a, 12a of the heat insulating panel 12, and the clamping piece 15a is rotated. Packaging material 1
The ribs 12a, 12a are clamped and compressed via the ribs 6.

型枠パネル13は従来普通の方法で組立てるか、蓄熱槽
を二重上連設する場合、隣接する壁部分においては型枠
パネル13に代えて断熱パネル12を組立てることにな
る。
The form panel 13 is assembled using a conventional method, or in the case where two heat storage tanks are installed in series, a heat insulating panel 12 is assembled in place of the form panel 13 on the adjacent wall portion.

セパレータ14は、型枠パネル13に対しては従来と同
様にコーンを用いて端末材にクランプし、また断熱パネ
ル12に対しては第12〜14図に示すように端部のジ
ヨイントナツト17をリブ12aの交差部又は接合部に
取付けた一対の連結板18にピン19により連結する。
The separator 14 is clamped to the end material of the formwork panel 13 using a cone as in the past, and the joint nut 17 at the end is clamped to the rib as shown in FIGS. 12-14 for the insulation panel 12. It is connected by a pin 19 to a pair of connecting plates 18 attached to the intersection or joint of the parts 12a.

また1M#!槽を二重上連設する場合には、隣接槽間に
連通管20a、通気管20b及び排水管を配管する施工
を行う。
1M# again! When two tanks are installed in series, a communication pipe 20a, a ventilation pipe 20b, and a drain pipe are installed between adjacent tanks.

第15図は、大径の連通管20aの取付は状態を示した
ものて、この連通管20aとして好ましくはFRP製て
その一端にフランジ20”を一体に設けたもの、或いは
別に成形したFRPのフランジ20゛を一端に接着した
ものを用い、その他端部な相対する断熱パネル12.1
2に明けた通孔21に挿通して、フランジ20°を接着
剤により断熱パネル12に接着する。
FIG. 15 shows how a large-diameter communicating pipe 20a is installed. The communicating pipe 20a is preferably made of FRP with a flange 20" integrally provided at one end, or a separately molded FRP. A flange 20" is glued to one end, and an opposing insulating panel 12.1 is attached to the other end.
The flange 20° is inserted into the through hole 21 made at 2, and the flange 20° is bonded to the heat insulating panel 12 with an adhesive.

次いで、他側の通孔21から突出する連通管20aの他
端部の外周及び断熱パネル12に、横断面り型の環体を
二つ割りした形の一対の役物22,22を接着剤により
一体に接着し、その周囲にスチールバンド23を巻き付
けると共に、連通管20aの両端間に一端に締付はボル
ト24を有する溝型の押え金具25を装着し、スチール
ハント23と締付ボルト24を交互に締付けながら、役
物22,22を強固に固着すると共に、後のコンクリー
ト打設に対して補強しておく。
Next, a pair of accessories 22, 22 in the form of a ring body with a cross section cut in half are attached to the outer periphery of the other end of the communication pipe 20a protruding from the through hole 21 on the other side and to the heat insulating panel 12 using adhesive. At the same time, a groove-shaped holding fitting 25 having a tightening bolt 24 is attached to one end between both ends of the communication pipe 20a, and the steel hunt 23 and tightening bolt 24 are attached alternately. While tightening, the accessories 22, 22 are firmly fixed and reinforced against later concrete pouring.

また、第16図は小径の通気管20bの取付は状態を示
したもので(排水管も同様)、この通気管20bは同様
にFRP製でその一端にフランジ20°を設け、通孔2
1に挿通した後、その端部に横断面り型の環体からなる
役物22を装着してその端部及び断熱パネル12に接着
剤により接着し、この状態て一端に締付カップ26を装
着してこれをナツト27て係止したボルト28を挿通し
、この締付カップ26を一側のフランジ20°に当てか
い、この状態で他側のボルト28端に同様の締付カップ
26を装着して、これを役物22に当てがい、他側のナ
ツト27を締付けて連通管2oの両端部を後のコンクリ
ート打設に対して補強しておく。
Furthermore, Fig. 16 shows how a small-diameter ventilation pipe 20b is installed (the same goes for the drain pipe).This ventilation pipe 20b is similarly made of FRP, has a 20° flange at one end, and has a through hole 2.
1, an accessory 22 consisting of a ring with a cross section is attached to the end thereof, and is adhered to the end and the heat insulating panel 12 with adhesive, and in this state, a tightening cup 26 is attached to one end. Insert the bolt 28 that has been installed and locked with the nut 27, apply this tightening cup 26 to the flange 20° on one side, and in this state attach a similar tightening cup 26 to the end of the bolt 28 on the other side. After attaching it, apply it to the accessory 22 and tighten the nut 27 on the other side to reinforce both ends of the communicating pipe 2o against later concrete pouring.

次に、天井部の断熱及び型枠施工に移行し、先ず組立て
た断熱バネ゛ル12の上端には、アングル等の下部鋼材
29を固定し、更にその上に溝型等の上部鋼材30を固
定する。
Next, we move on to insulation of the ceiling and construction of formwork. First, a lower steel member 29 such as an angle is fixed to the upper end of the assembled heat insulating spring 12, and then an upper steel member 30 such as a groove type is fixed on top of it. Fix it.

そして、下部鋼材29に上記壁部分と同様の断熱パネル
31をボルト等により固定し、順次断熱パネル31相互
を接合しながら壁部分の断熱パネル12と一連に天井部
を覆工する。
Then, a heat insulating panel 31 similar to that of the wall portion is fixed to the lower steel member 29 with bolts or the like, and the ceiling portion is lined in series with the heat insulating panel 12 of the wall portion while sequentially joining the heat insulating panels 31 to each other.

上部鋼材30上にはデツキプレート等の耐圧強度を有す
るサポートレス型枠プレート32をa置し、この上に天
井スラブ鉄筋33を配筋する。
A supportless formwork plate 32 having pressure resistance, such as a deck plate, is placed on top of the upper steel material 30, and ceiling slab reinforcing bars 33 are arranged on top of this.

このようにして周壁部及び天井部の型枠施工か終了した
後、これらに一体にコンクリートな打設して周壁34及
び天井スラブ35を構築し、これによって周壁34の内
面にコンクリートと一体化した断熱パネル12からなる
断熱防水層を形成する。
After completing the construction of the formwork for the peripheral wall and ceiling in this way, the peripheral wall 34 and the ceiling slab 35 were constructed by pouring concrete into these, thereby integrating the concrete into the inner surface of the peripheral wall 34. A heat insulating and waterproof layer consisting of the heat insulating panel 12 is formed.

コンクリート硬化後、外側の型枠パネル13を解体して
施工を完了する。従って、内部の後施工は一切行わない
After the concrete hardens, the outer formwork panel 13 is dismantled to complete the construction. Therefore, no post-construction work will be done inside.

「発明の効果」 以上の通りこの発明によれば、設置面上に床鉄筋及び周
壁部の鉄筋を配筋する工程と、床部にコンクリートを打
設後、断熱施工を施して耐圧床を造成する工程と、周壁
部の鉄筋の内側に断熱パネルを組立て、かつ外側に断熱
パネル又は型枠パネルを組立る工程と、天井部に断熱パ
ネルを配してその上方に耐圧型枠プレートを設置すると
共に、この耐圧型枠プレート上にスラフ鉄筋を配筋する
工程と、前記周壁部及び天井部にコンクリートを打設す
る工程とからなるので、内部の閉鎖空間での作業を一切
不要として施工を常にオープンな空間て、しかも支保工
等の仮設器材を要することなく施工てき、器材の搬入搬
出、作業員の移動等が自由て作業環境か良好であると共
に、躯体の構築と同時に内部の断熱、防水層か構成され
るのて、内部における型枠解体、断熱施工等の後工程か
なく、施工を合理化して施工効率の向上及び作業の安全
性を確保することかできる。
"Effects of the Invention" As described above, according to the present invention, a pressure-resistant floor is created by arranging floor reinforcing bars and surrounding wall reinforcing bars on the installation surface, and after pouring concrete on the floor, performing insulation construction. The process of assembling a heat insulating panel inside the reinforcing bars of the peripheral wall and assembling a heat insulating panel or formwork panel on the outside, placing the heat insulating panel on the ceiling and installing a pressure-resistant formwork plate above it. At the same time, the process consists of the process of arranging slough reinforcing bars on the pressure-resistant formwork plates, and the process of pouring concrete into the surrounding walls and ceiling, so construction can be carried out at all times without any work being done in a closed space inside. The work can be carried out in an open space without the need for temporary equipment such as shoring, and the work environment is good as equipment can be brought in and out and workers can move around freely.In addition, internal insulation and waterproofing can be done at the same time as building the frame. Since the structure is structured in layers, there is no need for post-processes such as internal formwork dismantling and insulation construction, and construction can be streamlined to improve construction efficiency and ensure work safety.

更に、内面の断熱、防水、型枠施工を工場加工した断熱
パネルの組立てによりプレファブ化されるので、均一な
品質に仕上げることがてき、断熱材の剥離、落下、水質
汚染などを生ずることなく維持管理を容易化してランニ
ンクコストも低減することか回旋となる。
Furthermore, since the inner surface insulation, waterproofing, and formwork are prefabricated by assembling factory-processed insulation panels, it is possible to achieve uniform quality and maintain the insulation without peeling, falling, or water pollution. The key is to simplify management and reduce running costs.

【図面の簡単な説明】[Brief explanation of the drawing]

第1〜5図はこの発明の施工状態を工程順に示す縦断正
面図、第6図は断熱パネルの組立状態を示す部分斜視図
、第7図は基準枠部分の構成及び天井部の構成を示す部
分縦断正面図、第8図はこの発明による内側断熱パネル
の組立状態を示す斜視図、第9図は壁部分縦断面図、第
10図はこの発明に使用する挟着クリップの平面図、第
11図は同使用状態を示す縦断面図、第12図は断熱パ
ネルとセパレータの連結構造を示す縦断面図、第13図
は同正面図、第14図は同他の態様の正面図、第15図
は、蓄熱槽を連設する場合の管の取付状態を示す縦断面
図、第16図は同補強構造を示す縦断面図である。 l・・作業床(設置面)、7・・床鉄筋、8・・周壁部
鉄筋、9・・耐圧床、10・・床プレート、11・・断
熱材、12・・断熱パネル、12b・・断熱材、13・
・型枠パネル、31・・断熱パネル32・・型枠プレー
ト、33・・スラブ鉄筋、34・・周壁部、35・・天
井スラブ。
Figures 1 to 5 are longitudinal sectional front views showing the construction state of this invention in the order of steps, Figure 6 is a partial perspective view showing the assembled state of the heat insulation panel, and Figure 7 is a diagram showing the configuration of the reference frame portion and the configuration of the ceiling portion. 8 is a perspective view showing the assembled state of the inner heat insulating panel according to the present invention; FIG. 9 is a vertical sectional view of the wall portion; FIG. 10 is a plan view of the clamping clip used in the present invention; Fig. 11 is a longitudinal sectional view showing the same state of use, Fig. 12 is a longitudinal sectional view showing the connecting structure of the heat insulating panel and the separator, Fig. 13 is a front view of the same, and Fig. 14 is a front view of another embodiment of the same. FIG. 15 is a longitudinal sectional view showing how the pipes are attached when the heat storage tanks are installed in series, and FIG. 16 is a longitudinal sectional view showing the reinforcing structure. l... Working floor (installation surface), 7... Floor reinforcing bars, 8... Peripheral wall reinforcing bars, 9... Pressure-resistant floor, 10... Floor plate, 11... Insulating material, 12... Insulating panel, 12b... Insulation material, 13.
- Form panel, 31... Insulation panel 32... Formwork plate, 33... Slab reinforcing bar, 34... Peripheral wall section, 35... Ceiling slab.

Claims (1)

【特許請求の範囲】[Claims] 設置面上に床鉄筋及び周壁部の鉄筋を配筋する工程と、
床部にコンクリートを打設後、断熱施工を施して床を造
成する工程と、周壁部の鉄筋の内側に断熱パネルを組立
て、かつ外側に断熱パネル又は型枠パネルを組立てる工
程と、天井部に断熱パネルを配してその上方に耐圧型枠
プレートを設置すると共に、この耐圧型枠プレート上に
スラブ鉄筋を配筋する工程と、前記周壁部及び天井部に
コンクリートを打設する工程とからなり、支保工等の架
設材を使用しないことを特徴とする蓄熱槽の構築工法。
A process of arranging floor reinforcing bars and peripheral wall reinforcing bars on the installation surface,
After pouring concrete on the floor, insulating the floor to create the floor, assembling the insulation panel inside the reinforcing bars of the peripheral wall and assembling the insulation panel or formwork panel on the outside, and the process of assembling the insulation panel on the outside. It consists of the steps of arranging a heat insulating panel and installing a pressure-resistant formwork plate above it, arranging slab reinforcing bars on the pressure-resistant formwork plate, and pouring concrete into the peripheral wall and ceiling. , a construction method for a heat storage tank characterized by not using construction materials such as shoring.
JP61290985A 1986-12-06 1986-12-06 Construction of heat storage tank Granted JPS63147026A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61290985A JPS63147026A (en) 1986-12-06 1986-12-06 Construction of heat storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61290985A JPS63147026A (en) 1986-12-06 1986-12-06 Construction of heat storage tank

Publications (2)

Publication Number Publication Date
JPS63147026A true JPS63147026A (en) 1988-06-20
JPH0511181B2 JPH0511181B2 (en) 1993-02-12

Family

ID=17762969

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61290985A Granted JPS63147026A (en) 1986-12-06 1986-12-06 Construction of heat storage tank

Country Status (1)

Country Link
JP (1) JPS63147026A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0597180A (en) * 1991-10-02 1993-04-20 Kajima Corp Method for construction of heat reserving tank
JP2010127041A (en) * 2008-11-28 2010-06-10 Taishin Giken Fukuda:Kk Method for constructing shelter

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0597180A (en) * 1991-10-02 1993-04-20 Kajima Corp Method for construction of heat reserving tank
JP2010127041A (en) * 2008-11-28 2010-06-10 Taishin Giken Fukuda:Kk Method for constructing shelter

Also Published As

Publication number Publication date
JPH0511181B2 (en) 1993-02-12

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