JPS59151700A - Underground storage tank for liquidified gas - Google Patents

Underground storage tank for liquidified gas

Info

Publication number
JPS59151700A
JPS59151700A JP2303683A JP2303683A JPS59151700A JP S59151700 A JPS59151700 A JP S59151700A JP 2303683 A JP2303683 A JP 2303683A JP 2303683 A JP2303683 A JP 2303683A JP S59151700 A JPS59151700 A JP S59151700A
Authority
JP
Japan
Prior art keywords
storage tank
side wall
joint
bottom plate
reinforcing bars
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
Application number
JP2303683A
Other languages
Japanese (ja)
Inventor
Kenichiro Hida
飛田　研一郎
Kazuo Isoiwa
磯岩　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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP2303683A priority Critical patent/JPS59151700A/en
Publication of JPS59151700A publication Critical patent/JPS59151700A/en
Pending legal-status Critical Current

Links

Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C3/00—Vessels not under pressure
    • F17C3/005—Underground or underwater containers or vessels
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2201/00—Vessel construction, in particular geometry, arrangement or size
    • F17C2201/05—Size
    • F17C2201/052—Size large (>1000 m3)
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2203/00—Vessel construction, in particular walls or details thereof
    • F17C2203/06—Materials for walls or layers thereof; Properties or structures of walls or their materials
    • F17C2203/0634—Materials for walls or layers thereof
    • F17C2203/0678—Concrete
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2223/00—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel
    • F17C2223/01—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel characterised by the phase
    • F17C2223/0146—Two-phase
    • F17C2223/0153—Liquefied gas, e.g. LPG, GPL
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2270/00—Applications
    • F17C2270/01—Applications for fluid transport or storage
    • F17C2270/0142—Applications for fluid transport or storage placed underground

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

PURPOSE:To assure safety of membrane by providing free length to iron rod at the joint while providing a gap between side wall an bottom plate to absorb horizontal displacement at the joint. CONSTITUTION:Iron rods 4 at the joint are separated from concrete through PC rods in radial and circumferential direction while free length (L) is provided to allow free expansion/contraction of rods 4. Consequently a gap 8 is provided between side wall 5 and bottom plate 3 and even for large horizontal displacement of side wall, iron rods at the joint will expand/shrink to absorb it.

Description

【発明の詳細な説明】 この発明は、ＬＮＧ、ＬＰＧ等の液化ガスの地下式貯槽
に関するもので、その目的は、上床板目地部で大きな水
平変位の吸収が可能となった貯槽を提供することにある
。[Detailed Description of the Invention] This invention relates to an underground storage tank for liquefied gas such as LNG and LPG, and its purpose is to provide a storage tank that can absorb large horizontal displacements at the joints of upper floor plates. It is in.

先に出願人は、第１図および第２図に示すようなＬＮＧ
地下式貯槽（特許第９６６５７７号）を提案した。すな
わ゛ち、この貯槽は、上床板１をアスファルト等の縁切
材２によって底版３と縁切りして二重スラブ構造とし、
上床板１を鉄筋４で側壁５と結合し、上床板１には円周
方向および半径方向に盲目地６を入れることにより、側
壁５の水平変位を目地６で吸収、分散させるものである
。The applicant previously proposed LNG as shown in Figures 1 and 2.
We proposed an underground storage tank (Patent No. 966577). In other words, this storage tank has a double slab structure by cutting the upper floor plate 1 with the bottom plate 3 using a cutting material 2 such as asphalt,
The upper floor plate 1 is connected to the side wall 5 with reinforcing bars 4, and blind areas 6 are provided in the upper floor plate 1 in the circumferential direction and radial direction, so that the horizontal displacement of the side wall 5 is absorbed and dispersed by the joints 6.

しかしながら、側壁と底版との間に大きな隙間を設けた
ために、側壁と底版との相対変位が太きくなる場合、あ
るいは側壁の剛性が小さくて変形しやすくかつ側壁の水
平方向の大きな変位を許す支承構造の場合などにおいて
は、メンブレンの安全な確保するため、この大きな水平
変位をできるだけ均等に吸収し分散できるように上床板
目地部を柔軟な構造とする必要がある。However, if a large gap is provided between the side wall and the bottom plate, resulting in a large relative displacement between the side wall and the bottom plate, or if the side wall has low rigidity and easily deforms, and the support allows for large horizontal displacement of the side wall. In the case of structural construction, in order to ensure the safety of the membrane, the upper floor plate joints must have a flexible structure so that this large horizontal displacement can be absorbed and dispersed as evenly as possible.

この発明は前記問題点に対処して提案されたものである
。This invention has been proposed to address the above-mentioned problems.

以下この発明を図面に示す実施例について説明すると、
この発明の貯槽は、第３図および第４図に示すように上
床板１を例えばテフロンシートの縁切材２によって底版
３と毬切りし、上床板１を鉄筋４によって側壁５に結合
し、上床版１には円周方向および半径方向に盲目地６を
入れである。そ゛して第５図に詳細に示すように、目地
部の鉄筋４は半径方向、円周方向とも全てＰＣ鋼棒用の
ワインディングシース７のよ５　ｔｘ縁切り材によって
コンクリートと縁切りし、鉄筋４が自由に伸び縮みでき
るよう自由長ｔが設けである。The embodiments of this invention shown in the drawings will be described below.
In the storage tank of the present invention, as shown in FIGS. 3 and 4, the upper floor plate 1 is separated from the bottom plate 3 by an edge cutter 2 made of, for example, a Teflon sheet, and the upper floor plate 1 is connected to the side wall 5 by reinforcing bars 4. The upper floor slab 1 is provided with blind areas 6 in the circumferential direction and the radial direction. As shown in detail in Fig. 5, the reinforcing bars 4 at the joints are edged with the concrete in both the radial and circumferential directions using winding sheaths 7 for PC steel bars. A free length t is provided so that it can expand and contract freely.

上記の縁切り手段としては、ワインディングシースの外
にも例えばアスファルト塗布、グリース塗布、紙テープ
巻付等を採用できる。As the above-mentioned edge cutting means, in addition to the winding sheath, for example, asphalt coating, grease coating, paper tape wrapping, etc. can be adopted.

、この発明の貯槽は以上の構成からなり、目地部の鉄筋
に自由長が設けられているので、第４図のように側壁５
と底版３との間に隙間゛８が存在するよう設計されてい
て側壁の水平変位が大きくなる場合でも、目地部の鉄筋
が自由に伸び縮みして、目地部で大きな水平変位を吸収
することかできる。The storage tank of the present invention has the above configuration, and since the reinforcing bars at the joints have a free length, the side walls 5
Even if the horizontal displacement of the side wall becomes large because the design is such that there is a gap 8 between the bottom plate 3 and the bottom plate 3, the reinforcing bars at the joint can expand and contract freely to absorb the large horizontal displacement at the joint. I can do it.

【図面の簡単な説明】 第１図は従来の貯槽上床版の一部平面図、第２図は同縦
断面図、第３図はこの発明の貯槽の一部平面図、第４図
は同縦断面図、第５図は第４図の一部拡大図である。 １　、、、、上床板、２　、、、、縁切り材、３．。 ・・底版・４・・・・鉄筋・５・・・・側壁・６・８０
．目地、７・００．ワインディングシース、８゜００．
隙間。[Brief Description of the Drawings] Fig. 1 is a partial plan view of a conventional upper deck of a storage tank, Fig. 2 is a vertical sectional view of the same, Fig. 3 is a partial plan view of the storage tank of the present invention, and Fig. 4 is a partial plan view of the same. The longitudinal sectional view, FIG. 5, is a partially enlarged view of FIG. 4. 1. Upper floor board, 2. Edge cutting material, 3. .・Bottom plate・4・・Reinforcement・5・・・・Side wall・6・80
．． Joint, 7.00. Winding sheath, 8°00.
gap.

Claims (1)

【特許請求の範囲】 円周方向および半径方向に盲目地を有し、縁切材によっ
て貯槽底板と縁切りし、かつ鉄筋によって貯槽側壁と結
合し℃いる貯槽上床版を有する液化ガス地下式貯槽にお
いて、 鉄筋をコンクリートと縁切りしてなる自由長が上床板目
地部の鉄筋に設けられてなることを特徴とする液化ガス
地下式貯槽。[Claims] In a liquefied gas underground storage tank having a blind area in the circumferential direction and the radial direction, a storage tank top plate that is edged with a storage tank bottom plate by edge cutting materials, and connected to the storage tank side wall by reinforcing bars. , A liquefied gas underground storage tank characterized in that a free length formed by cutting the reinforcing bars from the concrete is provided in the reinforcing bars at the joints of the upper floor plates.
JP2303683A 1983-02-15 1983-02-15 Underground storage tank for liquidified gas Pending JPS59151700A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2303683A JPS59151700A (en) 1983-02-15 1983-02-15 Underground storage tank for liquidified gas

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2303683A JPS59151700A (en) 1983-02-15 1983-02-15 Underground storage tank for liquidified gas

Publications (1)

Publication Number Publication Date
JPS59151700A true JPS59151700A (en) 1984-08-30

Family

ID=12099237

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2303683A Pending JPS59151700A (en) 1983-02-15 1983-02-15 Underground storage tank for liquidified gas

Country Status (1)

Country Link
JP (1) JPS59151700A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9172113B2 (en) 2011-07-06 2015-10-27 Toyota Jidosha Kabushiki Kaisha Sulfide solid electrolyte material, lithium solid-state battery, and method for producing sulfide solid electrolyte material

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9172113B2 (en) 2011-07-06 2015-10-27 Toyota Jidosha Kabushiki Kaisha Sulfide solid electrolyte material, lithium solid-state battery, and method for producing sulfide solid electrolyte material
US9484597B2 (en) 2011-07-06 2016-11-01 Toyota Jidosha Kabushiki Kaisha Sulfide solid electrolyte material, lithium solid-state battery, and method for producing sulfide solid electrolyte material

Similar Documents

Publication Publication Date Title
JP2002145387A (en) Waterproof and thermally insulating tank with improved longitudinal solid angles of intersection
TW307727B (en)
SE8400187D0 (en) COMPOSITE FLOOR CONSTRUCTION
ITTO990591A1 (en) WATERPROOF AND THERMALLY INSULATING TANK WITH SIMPLIFIED INSULATING BARRIER INTEGRATED IN A SHIP SUPPORT STRUCTURE.
JP2001122386A (en) Method for incorporating waterproof and heat insulated tank into supporting structure of ship and fabrication method of heat insulated caisson for use in waterproof and heat insulated tank
US3103042A (en) Structural building element
US5406765A (en) Fire resistant roof deck structure
JPS59151700A (en) Underground storage tank for liquidified gas
US2299614A (en) Structural unit
GB1111274A (en) Improvements in or relating to fluid-tight insulated walls and applications thereof
US709257A (en) Construction of buildings.
JPS6133101B2 (en)
GB2118989A (en) Dry-laid floors
GB1373407A (en) Hollow box support and method for the fabrication thereof
GB1512643A (en) Rigid structure
GB2148965A (en) Dry-laid floors
JPH0119707Y2 (en)
GB2178775A (en) Dry-laid floors using foamed plastics material blocks
JPS582872B2 (en) composite panel
GB2186313A (en) Spacing components usable as temporary formwork for casting concrete
NO762185L (en)
JPS6215188Y2 (en)
JPS5934687Y2 (en) corrugated formwork
JPH0470314U (en)
SU759681A1 (en) Caisson-forming roof element