JPH0511181B2 - - Google Patents

Info

Publication number
JPH0511181B2
JPH0511181B2 JP61290985A JP29098586A JPH0511181B2 JP H0511181 B2 JPH0511181 B2 JP H0511181B2 JP 61290985 A JP61290985 A JP 61290985A JP 29098586 A JP29098586 A JP 29098586A JP H0511181 B2 JPH0511181 B2 JP H0511181B2
Authority
JP
Japan
Prior art keywords
insulation
formwork
floor
reinforcing bars
panel
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 - Lifetime
Application number
JP61290985A
Other languages
Japanese (ja)
Other versions
JPS63147026A (en
Inventor
Masaaki Iida
Shinichi Ito
Shigeru Kurihara
Masayuki Shimura
Kyoomi Tatewaki
Fumihiro Kodama
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

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 "Field of Industrial Application" The present invention relates to a construction method for a heat storage tank.

「従来の技術、発明が解決せんとする問題点」 従来の蓄熱槽は、床板施工後周壁及び天井部に
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、
内部に現場吹付け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 and problems to be solved by the invention'' Conventional heat storage tanks are constructed by placing reinforcing bars on the peripheral wall and ceiling after constructing the floorboards, assembling a formwork, pouring concrete into the formwork, and after it hardens. The formwork was dismantled at
It was constructed by insulating and waterproofing the interior by spraying it on-site.

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
の作業のいずれも閉鎖空間で行うため極めて作業
環境が悪く、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があつた。
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, insulation, waterproofing construction, etc. are all carried out in a closed space, and the work environment is extremely poor, as well as the movement of equipment and people. 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、これらが原因で蓄熱槽の断熱材
の剥離、落下、水質汚染などのクレームが多発し
ているのが現状である。
In addition, since insulation and waterproofing work is done on-site,
The accuracy of construction depends on the skill of the builder, resulting in variations in quality, which has resulted in numerous complaints about heat storage tank insulation material peeling off, falling, and water pollution.

「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アブ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能とすると共に、内面の断
熱、防水、型枠施工を工場加工した断熱パネルを
用いてプレフアブ化することにより、均一な品質
に仕上げることができ、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
てランニング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, the present invention has the following features:
The inner surface of the heat storage tank is assembled using prefabricated insulation panels without the use of any supports such as shoring, and this is used as a formwork and integrated with the poured concrete to use supports. In addition to making it possible to work safely and efficiently in a wide open space without requiring any post-processes such as formwork dismantling work or insulation/waterproofing work in an internal closed space, it is also possible to work safely and efficiently in a wide open space. By using prefabricated, waterproof, and formwork construction using factory-processed insulation panels, a uniform quality finish can be achieved, and maintenance management is easy without causing insulation material peeling, falling, or water pollution. This paper proposes a rational construction method for heat storage tanks that also reduces running costs.

「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1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。
``Example'' Below, an example of the present invention shown in the drawings will be described. The constructed work floor 1 is used as an installation surface, and the peripheral wall portion (wall and Install it at a position corresponding to the inside and outside surfaces of the pillar).

基準枠2,2′は上面が水平のアングル鋼材等
からなり、第7図に示すように下部に設けたブラ
ケツト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
締付け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 frames 2, 2' are made of angle steel material or the like with horizontal upper surfaces, and as shown in FIG. It is attached to the support bolt 5 with a double nut 6 so that the height can be adjusted freely, and by adjusting the tightening position of the nut 6, horizontal leveling and positioning adjustment to a predetermined height are performed.

作業床1上には第1図に示すように床鉄筋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
で第2図に示すように作業床1上にコンクリート
を打設して耐圧床9を造成し、この上に床プレー
ト10を敷設する。
Floor reinforcing bars 7 are arranged on the work floor 1 as shown in Fig. 1, and inner and outer reference frames 2, 2' are arranged.
In between, reinforcing bars 8 for the peripheral walls of walls and columns are arranged, and in this state, as shown in Fig. 2, concrete is poured on the work floor 1 to create a pressure floor 9, and a floor plate 10 is placed on top of this. Lay down.

床プレート10はFRP等の耐圧強度及び耐蝕
性を有する板体を使用し、その底面に断熱材11
を敷いてその上に設置する。
The floor plate 10 is made of a board with pressure resistance and corrosion resistance such as FRP, and a heat insulating material 11 is provided on the bottom of the plate.
and place it on top of it.

次いて第3図に示すように、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、両者間をターンバツクル付きセパ
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, as shown in FIG. 3, the heat insulating panel 12 is assembled on the reference frame 2, and the formwork panel 13 is assembled on the reference frame 2', and the two are tightly connected by a separator 14 with turnbuckles to separate them from walls and columns. Insulation, waterproofing, and formwork construction for surrounding walls.

この断熱パネル12は第7,9図に示すよう
に、背面に格子状の補強リブ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が接着されてい
る。
As shown in FIGS. 7 and 9, this heat insulating panel 12 is provided with lattice-shaped reinforcing ribs 12a on the back surface.
It is made of a rectangular plate made of FRP or the like having 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
締めができない接合部分第10,11図に示すよ
うなUクリツプ状の挟着クリツプ15を用い、相
互の接触面にパツキン材16を介在させて防水性
を確保しながら締結する。
Insulating panels 12, 12 mutually and insulating panels 12
Bolts are used to connect the frame 2 and the reference frame 2, and U-clip-shaped clamping clips 15 as shown in FIGS. to ensure waterproofness.

この挟着クリツプ15は、断熱パネル12が
FRP等の軟弾性板体である場合、Uクリツプで
は線接触で接触部分がへこむことから、面接触で
締付けでき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16を介してリブ12a,12aを挟着圧締
する。
This clamping clip 15 is attached to the heat insulating panel 12.
In the case of a soft elastic plate such as FRP, the U-clip is configured so that it can be tightened by surface contact, since the contact part is indented by line contact. An arm 15b is provided, and a pin 15c is fixed to the rotating arm 15b.
is inserted into the hole formed in the ribs 12a, 12a of the heat insulating panel 12, and the clamping piece 15a is rotated to clamp and press the ribs 12a, 12a via the packing material 16.

型枠パネル13は従来普通の方法で組立てる
が、蓄熱槽を二以上連続する場合、隣接する壁部
分においては型枠パネル13に変えて断熱パネル
12を組立てることになる。
The formwork panels 13 are assembled in a conventional manner, but when two or more heat storage tanks are installed in succession, the heat insulation panels 12 are assembled in place of the formwork panels 13 on adjacent wall sections.

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太材にクランプ
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。
For the formwork panel 13, the separator 14 is clamped to a thick piece using a cone as in the past, and for the insulation panel 12, the separator 14 is clamped to the 12th to 14th pieces.
As shown in the figure, a joint nut 17 at the end is connected by a pin 19 to a pair of connecting plates 18 attached to the intersection or joint of the ribs 12a.

また、蓄熱槽を二以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。
In addition, when two or more heat storage tanks are installed in succession, 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のと取付け状態
を示したもので、この連通管20aとしては好ま
しくはFRP製で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
端部を相対する断熱パネル12,12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 the attached state of a large-diameter communication pipe 20a.The communication pipe 20a is preferably made of FRP and has a flange 20' integrally provided at one end, or a separately molded FRP pipe. A flange 20' is bonded to one end, the other end is inserted into a through hole 21 formed in the opposing heat insulating panels 12, 12, 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2
0aの他端部の外周及び断熱パネル12に、横断
面L型の環体を二つ割りした形の一対の役物2
2,22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けボルト24を有
する溝型の押え金具25を装着し、スチールバン
ド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, the communication pipe 2 protrudes from the through hole 21 on the other side.
A pair of accessories 2 in the form of a ring with an L-shaped cross section divided into two are placed on the outer periphery of the other end of 0a and on the heat insulating panel 12.
2 and 22 are glued together with adhesive, and a steel band 23 is wrapped around it. A groove-shaped holding fitting 25 having a tightening bolt 24 at one end is attached between both ends of the communication pipe 20a, and the steel band 23 and While tightening the tightening bolts 24 alternately,
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の取付け
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21に挿通した後、その端部
に横断面L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、この状態で一端に締付カツプ26を装着して
これをナツト27で係止したボルト28を挿通
し、この締付カツプ26を一側のフランジ20′
に当てがい、この状態で他側のボルト28端に同
様の締付カツプ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
20a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。
In addition, FIG. 16 shows the installation state of a small-diameter ventilation pipe 20b (the same applies to the drain pipe).This ventilation pipe 20b is similarly made of FRP, has a flange 20' at one end, and is inserted into the through hole 21. After that, an accessory 22 consisting of a ring with an L-shaped cross section is attached to the end thereof and 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. A bolt 28 secured with a nut 27 is inserted through this, and this tightening cup 26 is attached to the flange 20' on one side.
In this state, attach a similar tightening cup 26 to the end of the bolt 28 on the other side, and attach it to the accessory 22.
and tighten the nut 27 on the other side to reinforce both ends of the communicating pipe 20a against subsequent concrete pouring.

次に、天井部の断熱及び型枠施工に移行し、第
7図に示すように先ず組立てた断熱パネル12の
上端にアングル等の下部鋼材29を固定し、さら
にその上に溝型等の上部鋼材30を固定する。
Next, we move on to heat insulation and form work for the ceiling, and as shown in Figure 7, we first fix the lower steel material 29 such as an angle to the upper end of the assembled heat insulation panel 12, and then fix the lower steel material 29, such as a groove mold, on top of it. The steel material 30 is fixed.

そして、下部鋼材29に上記壁部分の同様の断
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, similar heat insulating panels 31 of the wall portion are fixed to the lower steel material 29 with bolts or the like, and the ceiling portion is lined in series with the heat insulating panels 12 of the wall portion while sequentially joining the heat insulating panels 31 to each other.

上部鋼材30上には第4図に示すようにデツキ
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を載置し、この上に天井スラブ鉄筋
33を配筋する。
As shown in FIG. 4, 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 thereon.

このようにして周壁部及び天井部の型枠施工が
終了した後、第5図に示すようにこれらに一体に
コンクリートを打設して周壁34及び天井スラブ
35を構築し、これによつて周壁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
断熱防水槽を形成する。
After completing the construction of the formwork for the peripheral wall and ceiling in this way, as shown in FIG. A heat insulating and waterproof tank consisting of a heat insulating panel 12 integrated with concrete is formed on the inner surface of the tank 34.

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。従つて、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
で、しかも支保工等の仮設器材を要することなく
施工でき、器材の搬入搬出、作業員の移動等が自
由で作業環境が良好であると共に、躯体の構築と
同時に内部の断熱、防水槽が構成されるので、内
部における型枠解体、断熱施工等の後工程がな
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ができる。
"Effects of the Invention" As described above, according to this invention, a pressure-resistant floor is created by arranging floor reinforcing bars and peripheral 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; arranging the heat insulating panel on the ceiling and installing a pressure-resistant formwork plate above it; , consists of the process of arranging slab reinforcing bars on this pressure-resistant formwork plate, and the process of pouring concrete into the surrounding walls and ceiling, so there is no need for any work inside closed spaces, and the construction is always open. In addition, construction can be carried out in a comfortable space without the need for temporary equipment such as shoring, and the work environment is good as equipment can be carried in and out, workers can move freely, etc., and internal insulation and waterproof tanks can be installed at the same time as building the frame. , there is no post-process such as internal formwork dismantling or insulation construction, and construction can be streamlined to improve construction efficiency and ensure work safety.

さらに、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アブ化さ
れるので、均一な品質に仕上げることができ、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グコストも低減
することが可能となる。
Furthermore, since the inner surface insulation, waterproofing, and formwork are prefabricated by assembling factory-processed insulation panels, a uniform quality finish can be achieved, and insulation can be maintained without peeling, falling, or water pollution. It becomes possible to simplify management and reduce running costs.

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

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ツプの平面図、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。 1……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、12
b……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、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, and 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. 1... Working floor (installation surface), 7... Floor reinforcing bars, 8...
... Peripheral wall reinforcement, 9 ... Pressure-resistant floor, 10 ... Floor plate, 11 ... Heat insulation material, 12 ... Heat insulation panel, 12
b...Insulation material, 13...Formwork panel, 31...Insulation panel, 32...Formwork plate, 33...Slab reinforcing bar, 34...Peripheral wall, 35...Ceiling slab.

Claims (1)

【特許請求の範囲】[Claims] 1 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した後、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るこ
とを特徴とする蓄熱槽の構築工法。
1 The process of arranging the floor reinforcing bars and the surrounding wall reinforcing bars on the installation surface, the process of placing concrete on the floor and then applying insulation to create the floor, and the process of installing insulation panels inside the reinforcing bars of the surrounding wall. The process of assembling the insulation panel or formwork panel on the outside, placing the insulation panel on the ceiling, installing a pressure-resistant formwork plate above it, and arranging slab reinforcing bars on the pressure-resistant formwork plate. A method for constructing a heat storage tank, comprising: a step of pouring concrete into the peripheral wall portion and the ceiling portion.
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 JPS63147026A (en) 1988-06-20
JPH0511181B2 true 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)

Families Citing this family (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
JPS63147026A (en) 1988-06-20

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