JPH0220772A - Construction for heat storage tank - Google Patents

Construction for heat storage tank

Info

Publication number
JPH0220772A
JPH0220772A JP63170434A JP17043488A JPH0220772A JP H0220772 A JPH0220772 A JP H0220772A JP 63170434 A JP63170434 A JP 63170434A JP 17043488 A JP17043488 A JP 17043488A JP H0220772 A JPH0220772 A JP H0220772A
Authority
JP
Japan
Prior art keywords
floor
heat storage
storage tank
pipe
construction
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
JP63170434A
Other languages
Japanese (ja)
Other versions
JPH0784808B2 (en
Inventor
Eisuke Matsuda
松田 栄祐
Shinichi Ito
伸一 伊東
Shigeru Kurihara
茂 栗原
Masayuki Shimura
正幸 志村
Kazuo Machida
町田 和夫
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.)
TOKYO TOSHI SERVICE KK
TOUDEN SEKKEI KK
Maeda Corp
Original Assignee
TOKYO TOSHI SERVICE KK
TOUDEN SEKKEI KK
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 TOSHI SERVICE KK, TOUDEN SEKKEI KK, Maeda Corp filed Critical TOKYO TOSHI SERVICE KK
Priority to JP63170434A priority Critical patent/JPH0784808B2/en
Publication of JPH0220772A publication Critical patent/JPH0220772A/en
Publication of JPH0784808B2 publication Critical patent/JPH0784808B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F28HEAT EXCHANGE IN GENERAL
    • F28DHEAT-EXCHANGE APPARATUS, NOT PROVIDED FOR IN ANOTHER SUBCLASS, IN WHICH THE HEAT-EXCHANGE MEDIA DO NOT COME INTO DIRECT CONTACT
    • F28D20/00Heat storage plants or apparatus in general; Regenerative heat-exchange apparatus not covered by groups F28D17/00 or F28D19/00
    • F28D20/0034Heat storage plants or apparatus in general; Regenerative heat-exchange apparatus not covered by groups F28D17/00 or F28D19/00 using liquid heat storage material
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F28HEAT EXCHANGE IN GENERAL
    • F28FDETAILS OF HEAT-EXCHANGE AND HEAT-TRANSFER APPARATUS, OF GENERAL APPLICATION
    • F28F2270/00Thermal insulation; Thermal decoupling
    • 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

PURPOSE:To use an adjacent body in place of a form, and improve the extent of working efficiency in dispensing with any after-process as well as to aim at reduction in construction period and cost by creating a pressure proof floorplate, and setting up the heat storage tank body preassembled at the outside of a construction site on this floorplate after hanging it therein. CONSTITUTION:An underfloor drain pipe 12, a floor reinforcing bar 13 and an underground beam reinforcing bar 14 in a peripheral wall part are all arranged on a working floor 11, and concrete is placed, creating a pressure proof floorplate 20 there. In addition, at the outside of a construction site, a floor panel 1a, a wall panel 1b and a ceiling panel 1c provided with a drain hole 5, an interconnecting port, an air vent, a drain hole and a manhole each are assembled as supporting them with a support 3, spraying a heat insulator to them, and the required numbers of a heat storage tank body 1 are constructed. Then, the body 1 is hung in on the pressure proof floorplate 20 and fixed thereto, and adjacent bodies themselves are connected together by an interconnecting pipe 22, a vent pipe 23 and a drain pipe 24 via the interconnecting pipe or the like. In succession, concrete is placed on a floor part and in the circumference of the body 1 and a floor slab and a peripheral wall are created for completion.

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、発明が解決せんとする問題点」従来の蓄
熱槽は、床扱施工後周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 and problems to be solved by the invention'' Conventional heat storage tanks are constructed by placing reinforcing bars on the surrounding wall and ceiling after floor treatment, 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, 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. This was difficult and inefficient, 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、品質のバラツギを生じ、
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 the work is left to the skill of the builder, resulting in variations in quality.
Due to these problems, there are currently many 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設置床部上
に床鉄筋及び排水配管並びに周壁部の地中梁鉄筋を配筋
し、前記床部にコンクリートを打設して所要数の耐圧床
盤を隣接して造成し、この耐圧床盤の造成施工に先立っ
て建築現場外の場所においてFRPパネルにより排水孔
を有する床パネル、連通口、通気口及び排水口を有する
壁パネル及びマンホールを有する天井パネルを内側から
サポートで支持しながら組立てると共に、外周に断熱材
を吹付けて所要数の蓄熱槽躯体を構築し、この蓄熱槽躯
体を前記耐圧盤上に吊り込んで固定し、隣接する蓄熱槽
躯体相互の連通口、通気口及び排水口間に連通管、通気
管及び排水管を接続し、蓄熱槽躯体上に床スラブ鉄筋を
配筋し、この床部及び蓄熱槽躯体周囲にコンクリートを
打設して床スラブ及び周壁な造成することにより、耐圧
床盤の造成に合わせて予め建築現場外で組み立てた蓄熱
槽躯体を耐圧床盤上に吊込んで設置することができ、施
工能率を高めて工期、工費を削減すると共に、隣接する
蓄熱槽躯体を型枠代りにしてその間に打設したコンクリ
ートと一体化させることにより、型枠やセパレーターを
使用することなく、かつ内部の閉鎖空間での型枠解体作
業や断熱防水施工等の後工程を一切要することなく常に
オーブンな広い空間で安全かつ効率的に作業することを
可能とし、また蓄熱槽の内面をサポートで支持すること
により、上部の床スラブの施工にデツキプレートの取付
けや鉄骨五を不要とし、しかも上部床スラブの施工後に
j5いて蓄熱槽躯体内部のサポートを解体してマンホル
から容易に取出す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 arranges floor reinforcing bars and drainage pipes on the installation floor, as well as underground beam reinforcing bars in the peripheral wall, and places concrete on the floor. The required number of pressure-resistant floor panels will be constructed adjacent to each other, and prior to construction of the pressure-resistant floor panels, floor panels with drainage holes, communication ports, ventilation holes, and Assemble the wall panel with the drain port and the ceiling panel with the manhole while supporting it from the inside, spray insulation material on the outer periphery to construct the required number of heat storage tank frames, and place the heat storage tank frames on the pressure board. Connect the communication pipes, ventilation pipes, and drain pipes between the communication ports, vents, and drains of adjacent heat storage tank structures, and place floor slab reinforcing bars on the heat storage tank structures. By pouring concrete around the floor and the heat storage tank frame to create a floor slab and peripheral wall, the heat storage tank frame, which has been assembled outside the construction site in advance in conjunction with the construction of the pressure-resistant floor plate, can be suspended onto the pressure-resistant floor plate. In addition to increasing construction efficiency and reducing construction time and costs, the structure allows the use of formwork and separators by using the adjacent heat storage tank frame as a formwork and integrating it with the concrete poured in between. This makes it possible to work safely and efficiently in a large open space at all times, without the need for post-processes such as formwork dismantling work or insulation/waterproofing work in an internal closed space. By supporting the inner surface with supports, there is no need to install deck plates or steel frames when constructing the upper floor slab.Furthermore, after constructing the upper floor slab, the supports inside the heat storage tank frame can be dismantled and easily accessed from the manhole. This paper proposes a rational construction method for a heat storage tank that can be removed.

「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、
この発明の施工当初は蓄熱槽の内殻どなる箱体状の蓄熱
槽躯体lを蓄熱槽構築現場外において組立てる工程と、
蓄熱槽構築現場に45いてこの蓄熱槽躯体1を設置する
ための事前準備工程とを併行して別個に進行する。
"Embodiments" Below, embodiments of the present invention shown in the drawings will be described.
At the beginning of construction of this invention, a step of assembling a box-shaped heat storage tank body l, which is the inner shell of the heat storage tank, outside the heat storage tank construction site;
The preliminary preparation process for installing the heat storage tank frame 1 at the heat storage tank construction site 45 is carried out separately and in parallel.

蓄熱槽躯体1は、床パネル1a、四周の壁パネルlb、
天井パネルICとから構成され、それぞれ補強リブ付き
FRPパネル材を適宜所要寸法の単位パネルに切断して
クレーンで吊り上げ、各単位パネル相互をUクリップ状
の締結金具で締結しながら、各コーナーに配したアング
ル鋼材などのフレーム2にボルトで締結すると共に、床
パネル1aと天井パネルIC間及び壁パネルibの各対
向面間に組q、解体自在のサボー 1−3を架設して支
持しながら組立て、各単位パネル相互及びこれらとフレ
ーム2との目地部は正水利により出水処理する。
The heat storage tank frame 1 includes a floor panel 1a, four wall panels lb,
Each FRP panel material with reinforcing ribs is cut into unit panels of the required dimensions and lifted by a crane, and each unit panel is fastened with U-clip-shaped fasteners and placed at each corner. At the same time, the frame 2 is fastened with bolts to a frame 2 made of angled steel, etc., and assembled while supporting the assemblies q and erecting removable sabots 1-3 between the floor panel 1a and the ceiling panel IC and between each opposing surface of the wall panel ib. , the joints between each unit panel and between these and the frame 2 are treated with water leakage by positive irrigation.

このようにして組立でた蓄熱槽躯体1の外周には断熱材
4を吹イ4けて断熱性を保有させるが躯体の組立て後の
床パネル1aに吹付けることは困難であるため、床パネ
ルlaはその底面を上向きにし゛r組立てた状態で予め
断熱材を吹付け、その後これを裏返してその四周に壁パ
ネル1bを組立て、その上に天井パネルICを組立てた
状態で壁パネル1b及び天井パネルICの外周面に断熱
材を吹付ける。
A heat insulating material 4 is sprayed on the outer periphery of the heat storage tank frame 1 assembled in this way to maintain heat insulation properties, but since it is difficult to spray it on the floor panel 1a after the frame is assembled, La is assembled with the bottom side facing upwards, then sprayed with insulation material in advance, then turned over and assembled the wall panel 1b around the four sides, and with the ceiling panel IC assembled on top of it, the wall panel 1b and the ceiling are assembled. Spray insulation material on the outer peripheral surface of the panel IC.

床パネル1aには所要箇所に排水孔5を設けると共に、
その四周のフレーム2には所要箇所に先端に切欠き穴を
設けた固定金具6を水平に突設し、また四周の壁パネル
1bには適宜箇所に連通ロア、通気口8及び排水口9を
設け、更に天井パネルICには上方に筒状に突出するマ
ンホールIOを取付ける。
In addition to providing drainage holes 5 at required locations on the floor panel 1a,
Fixing metal fittings 6 with notched holes at the ends are installed horizontally at required locations on the frame 2 around the four sides, and communicating lowers, ventilation holes 8 and drainage holes 9 are installed at appropriate locations on the wall panels 1b around the four sides. Furthermore, a manhole IO projecting upward in a cylindrical shape is attached to the ceiling panel IC.

一方、蓄熱槽構築現場においては作業床11上における
各隣接した蓄熱槽設置部にそれぞれ床下排水管12を配
管し、また床鉄筋13及び蓄熱槽躯体1の設置固定部の
周囲に地中梁鉄筋14を配筋し、更に蓄熱槽躯体lの設
置固定部に高さ調節自在の基準枠15を設置する。
On the other hand, at the heat storage tank construction site, underfloor drainage pipes 12 are installed to each adjacent heat storage tank installation part on the work floor 11, and underground beam reinforcement is installed around the floor reinforcing bars 13 and the installation fixing part of the heat storage tank frame 1. 14, and furthermore, a height-adjustable reference frame 15 is installed at the fixed part of the heat storage tank body l.

基準枠15はアングル鋼材等からほぼ床パネル1aの四
周に対応する方形枠状に形成され、所要箇所に下向きに
突設した支持材16を作業床1上に固定した固定スリー
ブ17内に挿嵌して高さ調節しながら止めネジ18で固
定することにより、水平レベル出し及び所定高さに位置
決め調整して支持する。
The reference frame 15 is formed from an angle steel material or the like into a rectangular frame shape approximately corresponding to the four circumferences of the floor panel 1a, and supports 16 protruding downward at required locations are inserted into a fixing sleeve 17 fixed on the work floor 1. By adjusting the height and fixing with the setscrews 18, the horizontal level and the position are adjusted to a predetermined height and supported.

また、基準枠15の周囲には所要箇所に上方にボルト1
9を突設した固定金具6を固定しておく。
In addition, around the reference frame 15, bolts 1 are installed upward at required locations.
The fixing metal fitting 6 having a protruding portion 9 is fixed.

この状態で作業床l上にコンクリートを打設して隣接す
る所要数の耐圧床盤20を造成し、各耐圧床盤20上に
順次蓄熱槽躯体lをクレーンで吊り込んでその固定金具
6にボルト19を挿嵌しながら基準枠15上に載置し、
ボルト19にねじ込んだナツト21により固定金具6を
締結し、これによって蓄熱槽躯体lを耐圧床盤20上に
固定する。
In this state, concrete is poured on the work floor l to create the required number of adjacent pressure-resistant floor plates 20, and the heat storage tank frame l is sequentially lifted onto each pressure-resistant floor plate 20 using a crane and attached to its fixing metal fittings 6. Place it on the reference frame 15 while inserting the bolt 19,
The fixing fittings 6 are fastened with nuts 21 screwed into the bolts 19, thereby fixing the heat storage tank body 1 on the pressure-resistant floor board 20.

なお、蓄熱槽躯体周囲の外壁部は従来普通の方法で型枠
パネルを組立てる。
For the outer wall around the heat storage tank frame, formwork panels are assembled using conventional methods.

次に、隣接する蓄熱槽躯体1.1相互の連通ロア、7、
通気口8.8及び排水口9.9間にそれぞれ外周に断熱
材を被覆した連通管22゜通気管23及び排水管24を
接続配管する。
Next, the adjacent heat storage tank frames 1.1 mutual communication lower, 7,
A communication pipe 22°, a ventilation pipe 23, and a drain pipe 24 each having an outer periphery covered with a heat insulating material are connected between the ventilation port 8.8 and the drain port 9.9.

次に、各蓄熱躯体1上に一連に床スラブ鉄筋25を配筋
し、これら各蓄熱躯体l上及びその周囲に一体にコンク
リートを打設して周壁26及び床スラブ27を構築し、
コンクリート硬化後各蓄熱躯体l内のサポート3を解体
撤去し、これを床スラブ27上に開口するマンホールl
Oから取出して施工を完了する。
Next, a series of floor slab reinforcing bars 25 are arranged on each heat storage frame 1, and concrete is poured integrally on and around each heat storage frame 1 to construct a peripheral wall 26 and a floor slab 27,
After the concrete hardens, the supports 3 in each heat storage frame l are dismantled and removed, and the manhole l is opened onto the floor slab 27.
Take it out from O and complete the construction.

なお、現場の状況によっては鉄筋、鉄骨或は切梁などが
障害となって一体的に組立てた蓄熱躯体lでは搬入が困
難である場合も予想されるが、このような場合には蓄熱
躯体1を複数に分割して組立て、各分割部分を個々に搬
入して設置現場において接合一体化する。
Depending on the site situation, it may be difficult to transport the heat storage frame 1 assembled in one piece due to obstacles such as reinforcing bars, steel frames, or struts; in such cases, the heat storage frame 1 The system is divided into multiple parts and assembled, and each divided part is transported individually and joined together at the installation site.

「発明の効果」 以上の通りこの発明によれば、設置床部上に床鉄筋及び
排水配管並びに周壁部の地中梁鉄筋を配筋し、前記床部
にコンクリートを打設して所要数の耐圧床盤を隣接して
造成し、この耐圧床盤の造成施工に先立って建築現場外
の場所においてFRPパネルにより排水孔を有する床パ
ネル、連通口、通気口及び排水口を有する壁パネル及び
マンホールを有する天井パネルを内側からサポートで支
持しながら組立てると共に。
"Effects of the Invention" As described above, according to the present invention, the floor reinforcing bars, drainage pipes, and underground beam reinforcing bars of the peripheral wall are arranged on the installation floor, concrete is poured on the floor, and the required number of reinforcements are arranged on the installation floor. A pressure-resistant floor panel is constructed adjacent to the floor panel, and prior to construction of the pressure-resistant floor panel, floor panels with drainage holes, wall panels with communication ports, ventilation holes, and drainage ports, and manholes are constructed using FRP panels at a location outside the construction site. Assemble the ceiling panel with supports from the inside.

外周に断熱材を吹付けて所要数の蓄熱槽躯体を構築し、
この蓄熱槽躯体を前記耐圧盤上に吊り込んで固定し、隣
接する蓄熱槽躯体相互の連通口、通気口及び排水口間に
連通管1通気管及び排水管を接続し、蓄熱槽躯体上に床
スラブ鉄筋を配筋し、この床部及び蓄熱槽躯体周囲にコ
ンクリートを打設して床スラブ及び周壁な造成するので
、耐圧床盤の造成に合わせて予め建築現場外で組み立て
た蓄熱槽躯体を耐圧床盤上に吊込んで簡単に設置するこ
とができ、施工能率を高めて工期、工費を削減すると共
に、隣接する蓄熱槽躯体を型枠化りにしてその周囲及び
床部に打設したコンクリートと一体化させることにより
、蓄熱槽の連設部においては型枠やセパレーターを使用
することな(、かつ内部の閉鎖空間での型枠解体作業や
断熱防水施工等の後工程を一切要することなく、常にオ
ーブンな広い空間で極めて安全かつ効率的に作業するこ
とを可能とし、また蓄熱槽の内面をサポートで支持する
ことにより、上部の床スラブの施工にデツキプレートの
取付けや鉄骨工を不要とし、しかも上部床スラブの施工
後において蓄熱槽躯体内部のサポートを解体してマンホ
ールから容易に取出すことができる。
Build the required number of heat storage tank frames by spraying insulation material around the outer periphery,
This heat storage tank body is suspended and fixed on the pressure-resistant plate, and the communication pipe 1 ventilation pipe and drain pipe are connected between the communication ports, ventilation ports, and drain ports of the adjacent heat storage tank bodies, and The floor slab and surrounding walls are created by arranging floor slab reinforcing bars and pouring concrete around the floor and the heat storage tank frame, so the heat storage tank frame must be assembled outside the construction site in advance to prepare the pressure-resistant floor. can be easily installed by hanging it on a pressure-resistant floor plate, increasing construction efficiency and reducing construction time and costs.In addition, the adjacent heat storage tank frame can be made into a formwork and cast around it and on the floor. This eliminates the need for formwork or separators in the connected section of the heat storage tank (and eliminates the need for post-processes such as dismantling the formwork in the internal closed space and performing insulation and waterproofing). By supporting the inner surface of the heat storage tank with supports, it is possible to work extremely safely and efficiently in a large space that is always open, and by supporting the inner surface of the heat storage tank, it is possible to install deck plates and perform steel frame work when constructing the upper floor slab. It is not necessary, and furthermore, the support inside the heat storage tank frame can be dismantled and easily taken out from the manhole after the construction of the upper floor slab.

また、蓄熱槽躯体を建築現場外の作業障害物のない場所
において組立てるので、そのための器材の搬入搬出、作
業員の移動等が自由で作業環境が良好であると共に、断
熱材の吹付は並びに止水材の作業など円滑かつ確実に行
なえて品質を均質化することができる。
In addition, since the heat storage tank frame is assembled outside the construction site in a location free of work obstacles, the work environment is good with freedom in bringing in and out of equipment and movement of workers, and the spraying of insulation material is also stopped. Work with water materials can be carried out smoothly and reliably, and quality can be made uniform.

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

第1〜6図はこの発明の施工状態を工程順に示す縦断正
面図、第7図はこの発明に係る蓄熱槽躯体の斜視図、第
8図はこの発明により構築された蓄熱槽の縦断面図、第
9図は蓄熱槽躯体の固定状態を示す部分縦断側面図であ
る。 ■・・蓄熱槽躯体、1a・・床パネル、1b・・壁パネ
ル、1c・・天井パネル、2・・フレーム、3・・サポ
ート、 4・・断熱材、5・・排水孔、6・・固定金具6゛ ・
・固定金具、7・・連通口、 8・・通気口、9・・排水口、 10・・マンホール、11・・作業床、12・・床下排
水管、13・・床鉄筋、14・・地中梁鉄筋、15・・
、基準枠、16・・支持材、17・・固定スリーブ、1
8・・止めネジ、19・・ボルト、 20・・耐圧床盤、21・・ナツト、 22・・連通管、23・・通気管、 24・・排水管、25・・床スラブ鉄筋、26・・周壁
、27・・床スラブ。 特許出願人 東京都市サービス株式会社同   東電設
計株式会社
1 to 6 are vertical sectional front views showing the construction state of the present invention in the order of steps, FIG. 7 is a perspective view of the heat storage tank frame according to the present invention, and FIG. 8 is a vertical sectional view of the heat storage tank constructed according to the present invention. , FIG. 9 is a partial longitudinal sectional side view showing the fixed state of the heat storage tank frame. ■...Thermal storage tank frame, 1a...Floor panel, 1b...Wall panel, 1c...Ceiling panel, 2...Frame, 3...Support, 4...Insulation material, 5...Drain hole, 6... Fixing bracket 6゛・
・Fixing bracket, 7. Communication port, 8. Ventilation port, 9. Drain port, 10. Manhole, 11. Work floor, 12. Underfloor drain pipe, 13. Floor reinforcement, 14. Ground. Middle beam reinforcement, 15...
, reference frame, 16...support material, 17...fixing sleeve, 1
8. Set screw, 19. Bolt, 20. Pressure-resistant floor board, 21. Nut, 22. Communication pipe, 23. Ventilation pipe, 24. Drain pipe, 25. Floor slab reinforcing bar, 26.・Peripheral wall, 27...floor slab. Patent applicant Tokyo Metropolitan Service Co., Ltd. TEPCO Sekkei Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 1)設置床部上に床鉄筋及び排水配管並びに周壁部の地
中梁鉄筋を配筋し、前記床部にコンクリートを打設して
所要数の耐圧床盤を隣接して造成し、前記耐圧床盤の造
成施工に先立って建築現場外の場所においてFRPパネ
ルにより排水孔を有する床パネル、連通口、通気口及び
排水口を有する壁パネル及びマンホールを有する天井パ
ネルを内側からサポートで支持しながら組立てると共に
、外周に断熱材を吹付けて所要数の蓄熱槽躯体を構築し
、前記蓄熱槽躯体を前記耐圧盤上に吊り込んで固定し、
前記隣接する蓄熱槽躯体相互の連通口、通気口及び排水
口間に連通管、通気管及び排水管を接続し、前記蓄熱槽
躯体上に床スラブ鉄筋を配筋し、床部及び蓄熱槽躯体周
囲にコンクリートを打設して床スラブ及び周壁を造成す
ることを特徴とする蓄熱槽の構築工法。
1) Arrange floor reinforcing bars, drainage pipes, and underground beam reinforcing bars on the surrounding wall on the installation floor, pour concrete on the floor, create the required number of pressure-resistant floor slabs adjacent to the floor, and install the above-mentioned pressure-resistant Prior to construction of the flooring, FRP panels are used at a location outside the construction site to support the floor panels with drainage holes, the wall panels with communication ports, ventilation holes, and drainage ports, and the ceiling panels with manholes from the inside with supports. At the same time as assembling, a required number of heat storage tank bodies are constructed by spraying a heat insulating material on the outer periphery, and the heat storage tank bodies are suspended and fixed on the pressure platen,
A communication pipe, a vent pipe, and a drain pipe are connected between the communication ports, vents, and drain ports of the adjacent heat storage tank frames, and floor slab reinforcement is arranged on the heat storage tank frame, and the floor part and the heat storage tank frame are connected. A construction method for a heat storage tank characterized by pouring concrete around the tank to create a floor slab and peripheral wall.
JP63170434A 1988-07-07 1988-07-07 Construction method of heat storage tank Expired - Lifetime JPH0784808B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63170434A JPH0784808B2 (en) 1988-07-07 1988-07-07 Construction method of heat storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63170434A JPH0784808B2 (en) 1988-07-07 1988-07-07 Construction method of heat storage tank

Publications (2)

Publication Number Publication Date
JPH0220772A true JPH0220772A (en) 1990-01-24
JPH0784808B2 JPH0784808B2 (en) 1995-09-13

Family

ID=15904846

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63170434A Expired - Lifetime JPH0784808B2 (en) 1988-07-07 1988-07-07 Construction method of heat storage tank

Country Status (1)

Country Link
JP (1) JPH0784808B2 (en)

Also Published As

Publication number Publication date
JPH0784808B2 (en) 1995-09-13

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