WO2005082747A1 - Low-temperature pc tank and method for constructing and operating low-temperature pc tank - Google Patents

Low-temperature pc tank and method for constructing and operating low-temperature pc tank Download PDF

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Publication number
WO2005082747A1
WO2005082747A1 PCT/JP2005/002871 JP2005002871W WO2005082747A1 WO 2005082747 A1 WO2005082747 A1 WO 2005082747A1 JP 2005002871 W JP2005002871 W JP 2005002871W WO 2005082747 A1 WO2005082747 A1 WO 2005082747A1
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WO
WIPO (PCT)
Prior art keywords
temperature
bottom plate
tank
low
side wall
Prior art date
Application number
PCT/JP2005/002871
Other languages
French (fr)
Japanese (ja)
Inventor
Fumio Kamada
Takeyoshi Nishizaki
Tomoki Ushida
Original Assignee
Obayashi Corporation
Osaka Gas Co., Ltd.
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 Obayashi Corporation, Osaka Gas Co., Ltd. filed Critical Obayashi Corporation
Publication of WO2005082747A1 publication Critical patent/WO2005082747A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/02Containers for fluids or gases; Supports therefor
    • E04H7/18Containers for fluids or gases; Supports therefor mainly of concrete, e.g. reinforced concrete, or other stone-like material
    • E04H7/20Prestressed constructions
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS 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
    • F17C13/00Details of vessels or of the filling or discharging of vessels
    • F17C13/08Mounting arrangements for vessels

Definitions

  • the present invention relates to a low-temperature PC tank for storing a low-temperature substance such as liquefied natural gas or liquefied petroleum gas, which has a configuration in which a bottom plate and a side wall are integrally connected, and a construction and operation method of the low-temperature PC tank.
  • a low-temperature PC tank for storing a low-temperature substance such as liquefied natural gas or liquefied petroleum gas, which has a configuration in which a bottom plate and a side wall are integrally connected, and a construction and operation method of the low-temperature PC tank.
  • a PC (Pre-stressed Concrete) tank with an integrated bottom plate and side walls is used.
  • PC steel Tendon
  • this prestress can ensure resistance to loads such as pressure of liquid stored in the tank.
  • the stress generated on the side wall due to the pressure of the liquid inside the tank is greatest at the lower part of the side wall, and the lower part of the side wall is the most important part in the tank structure.
  • the bottom plate and the side wall of the PC tank are integrated, it is difficult to introduce sufficient prestress to the bottom of the side wall because the bottom of the side wall is restrained by the bottom plate.
  • the present invention has been made in view of the above points, and a low-temperature PC tank and a low-temperature PC tank capable of introducing a sufficient prestress into a lower portion of a side wall without requiring laborious work such as division of a bottom plate.
  • the purpose is to provide a construction operation method.
  • the present invention provides a low-temperature PC tank for storing low-temperature substances, wherein a bottom plate and a side wall are integrally formed, and a heating means is provided in the bottom plate.
  • Temperature setting means for setting a heating temperature of the bottom plate by the heating means to be lower than an environmental temperature at the time of construction.
  • the present invention by setting the temperature of the bottom plate of the PC tank to a temperature lower than the environmental temperature at the time of construction to contract the volume of the bottom plate, prestress can be effectively introduced to the lower portion of the side wall. . Also, since prestress is introduced into the bottom slab, cracking of concrete due to shrinkage can be prevented.
  • the “environmental temperature at the time of construction” means the environmental temperature from the completion of the PC tank until the injection of low-temperature substances to be stored. It is preferable that the set temperature of the bottom slab be as low as possible in terms of management (however, not less than o ° c).
  • the bottom plate preferably has a substantially constant thickness. In this way, a large load can be transmitted to the side wall by the shrinkage of the bottom slab, so that prestress can be effectively introduced into the lower part of the side wall.
  • the present invention also relates to a method of constructing and operating a low-temperature PC tank for storing low-temperature substances, wherein a bottom plate and a side wall are integrally formed and provided with a heating means inside the bottom plate, wherein the bottom plate is operated.
  • the heating means is used to store the low-temperature material after the completion of the low-temperature PC tank. Is set to a temperature lower than the environmental temperature at the time of construction.
  • FIG. 1 is a front view of a PC tank according to one embodiment of the present invention. Indicated by
  • FIG. 2 is an enlarged vertical sectional view showing a side wall portion of a PC tank.
  • FIG. 3 is a perspective view showing a structure for introducing prestress into a bottom plate of a PC tank.
  • FIG. 4 is a diagram schematically showing stress acting on the side wall due to the internal pressure of the low-temperature liquid stored in the PC tank, pre-stress introduced into the side wall by tendons, and prestress introduced into the side wall due to shrinkage of the bottom plate. is there.
  • FIG. 1 is a front view of a PC tank 10 according to one embodiment of the present invention, and the left side in the figure is shown in a vertical cross section.
  • FIG. 2 is an enlarged vertical sectional view showing the side wall of the PC tank 10.
  • the PC tank 10 is, for example, a low-temperature PC tank that stores a low-temperature liquid 21 such as LNG or LPG.
  • the PC tank 10 is made of concrete in which the bottom slab 14 and the side wall 16 are joined together.
  • the bottom plate 14 is supported on the ground 12 by a foundation structure, for example, a foundation pile 18.
  • tendons 19 and 20 are arranged on a side wall 16 of the PC tank 10 in a vertical direction and a circumferential direction. These tendons 19 and 20 introduce vertical and circumferential prestress into the side wall 16, which causes the pressure of the low-temperature liquid 21 (LNG or LPG) stored inside the PC tank 10, etc. It is possible to secure the resistance to the load. Cooling materials 22 and 24 are provided on the upper surface of the bottom plate 14 and the inner wall surface of the side wall 16, and the low-temperature liquid 21 is accommodated inside them.
  • the upper part of the PC tank 10 is covered with a roof 25. [0016]
  • the bottom plate 14 is provided with a heating means 26.
  • the heating means 26 may be, for example, an electric heater such as a heating wire or a hot water pipe through which a heated antifreeze flows.
  • the temperature setting section 28 controls the heating temperature of the bottom plate 14 by the heating means 26. More specifically, the bottom plate 14 is provided with a temperature sensor (not shown), and the temperature setting unit 28 specifies the heating temperature of the bottom plate 14 by the heating means 26 based on the temperature detected by this temperature sensor. Control to temperature.
  • the heating means 26 has a role of preventing the tank from being adversely affected by the freezing of the ground under the bottom plate 14 due to the cold heat of the stored liquid when the low-temperature liquid 21 is stored in the PC tank 10. That is, after the construction of the PC tank 10, when the low-temperature liquid 21 is injected into the PC tank 10, the heating means 26 heats the bottom plate 14 so that the temperature of the bottom plate 14 decreases from the temperature at the time of construction. This prevents cracks, cracks, the formation of lenticular or layered ice on the upper surface of the bottom slab due to the lowering of the upper surface force of the bottom slab, and the freezing of the ground under the lower slab.
  • the heating means 26 is intended to prevent the cracks caused by the temperature drop of the bottom plate 14 by heating the bottom plate 14 so as to keep the temperature of the bottom plate 14 substantially equal to the temperature at the time of construction (that is, the environmental temperature).
  • the heating temperature of the bottom plate 14 is set to a temperature sufficiently lower than the environmental temperature by the temperature setting unit 28, and the prestress is introduced into the bottom plate 14 by the PC steel material 30.
  • the pre-stress can be smoothly introduced into the side wall 16 by effectively utilizing the change in volume.
  • FIG. 3 is a perspective view showing a structure for introducing prestress into bottom plate 14.
  • PC steel materials 30 are arranged in two plane directions. Tension is applied to these PC steel materials 30, and the end of each PC steel material 30 is fixed to the outer peripheral surface of the bottom plate 14, so that in-plane prestress is introduced into the bottom plate 14.
  • a foundation such as a foundation pile 18 is constructed on the ground, and concrete of the bottom slab 14 is embedded thereon, and the PC steel material 30 and the heating means 26 are embedded therein. It is cast so that it is done. Furthermore, the concrete on the side wall 16 is cast into the bottom slab 14 integrally from the bottom so that the tendons 19 and 20 are embedded, and tension is applied to the tendons 19 and 20 to fix the prestress on the side wall 16. Introduce.
  • the bottom plate is made of PC steel 30
  • the prestress is introduced at 14 at an arbitrary force S, preferably at the timing when the concrete at the bottom of the side wall 16 is cast.
  • the heating temperature of the bottom plate 14 by the heating means 26 is set to a temperature lower than the ambient temperature (for example, 20 ° C.) (but higher than 0 ° C.) by the temperature setting unit 28; For example, it is set to 5 ° C-15 ° C).
  • the bottom plate 14 is contracted, whereby the lower portion of the side wall 16 is drawn toward the center of the tank, thereby prestressing the side wall 16. Is introduced.
  • FIG. 4 shows the stress generated on the side wall 16 due to the internal pressure of the low-temperature liquid stored in the PC tank 10, the prestress introduced into the side wall 16 by the tendons 19 and 20, and the shrinkage of the bottom plate 14.
  • 16 schematically illustrates the pre-stress introduced into 16.
  • the lower end of the side wall 16 is constrained by the bottom slab 14, it is difficult to introduce sufficient prestress into the lower part of the side wall using only the tendons 19 and 20, but the hatching is shown in the figure.
  • a prestress due to the contraction of the bottom plate 14 is introduced, a sufficient prestress that can resist the internal pressure of the liquid can be secured also at the lower part of the side wall 16.
  • the amount of prestress to be introduced at the tendons 19 and 20 can be reduced by the prestress introduced by the contraction of the bottom slab 14, so that the work of introducing the prestress to the side wall 16 can be simplified.
  • the temperature of the bottom plate 14 is set lower than in the past, the amount of energy required for heating the bottom plate 14 can be reduced. Therefore, since the size of the heating means 26 can be small, the construction cost can be reduced, and the energy consumption is reduced, so that the operation cost can be reduced.
  • the amount of heat input to the low-temperature liquid 21 stored in the tank from the bottom of the tank is also reduced, so that the cooling performance of the PC tank 10 is improved. For this reason, it is possible to reduce the volume of the vaporized gas processing equipment by reducing the amount of generated vaporized gas, and to reduce the thickness of the cold insulator 22 at the bottom and to lower the performance of the heat insulating material. It is also possible to reduce equipment costs.
  • the bottom plate of the PC tank generally has a configuration in which only the outer peripheral portion to which the side wall is connected is thickened and the inner peripheral portion is thinned. By making the value substantially constant, it is possible to effectively introduce prestress into the side wall 16 by contraction of the bottom plate 14.
  • the bottom slab 14 when constructing the bottom slab 14, if the entire concrete is cast at once, it may be difficult to cast the whole at once due to factors such as the force of the concrete and the capacity of the concrete manufacturing equipment.
  • the prestress may be introduced by dividing the bottom slab into sectors, rectangles, or rings, etc. In such a case, by introducing prestress into the surface of the bottom slab, it is easy and reliable to secure the liquid tightness and the waterproofness at the joint of the divided and poured concrete.

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

Abstract

Disclosed is a low-temperature PC tank (10) for storing a low-temperature liquid (21) wherein a bottom plate (14) and a side wall (16) are constructed integrally and the bottom plate (14) is provided with a heating means (26). The low-temperature PC tank (10) also comprises a PC steel member (30) for applying prestress to the bottom plate (14) and a temperature-setting unit (28) for regulating the temperature to which the bottom plate (14) is heated by the heating means (26) lower than the ambient temperature.

Description

明 細 書  Specification
低温 PCタンク、低温 PCタンクの構築運用方法  Low-temperature PC tank, construction and operation method of low-temperature PC tank
技術分野  Technical field
[0001] 本発明は、底版と側壁が一体結合した構成を有し、液化天然ガスや液化石油ガス などの低温物質を貝宁蔵するための低温 PCタンク及び低温 PCタンクの構築運用方法 に関する。  The present invention relates to a low-temperature PC tank for storing a low-temperature substance such as liquefied natural gas or liquefied petroleum gas, which has a configuration in which a bottom plate and a side wall are integrally connected, and a construction and operation method of the low-temperature PC tank.
背景技術  Background art
[0002] 液化天然ガス (LNG)や液化石油ガス (LPG)などの低温液体を貯蔵する円筒形タ ンクとして、底版と側壁が一体化した構成の PC (Pre-stressed Concrete)タンクが用 レ、られる。この PCタンクでは、側壁の周方向及び鉛直方向に PC鋼材 (テンドン)によ つてプレストレスを導入し、このプレストレスによってタンク内部に貯蔵される液体の圧 力等の荷重に対する抵抗性を確保できるようにしている。ところで、タンク内部の液体 の圧力によって側壁に生ずる応力は側壁下部で最も大きくなるため、この側壁下部 はタンク構造上、最も重要な部分となる。しかし、 PCタンクの底版と側壁とが一体化し た構成では、側壁下部が底版に拘束されるため、側壁下部に十分なプレストレスを 導入することは難しい。  [0002] As a cylindrical tank for storing low-temperature liquids such as liquefied natural gas (LNG) and liquefied petroleum gas (LPG), a PC (Pre-stressed Concrete) tank with an integrated bottom plate and side walls is used. Can be In this PC tank, PC steel (tendon) is used to introduce prestress in the circumferential direction and vertical direction of the side wall, and this prestress can ensure resistance to loads such as pressure of liquid stored in the tank. Like that. By the way, the stress generated on the side wall due to the pressure of the liquid inside the tank is greatest at the lower part of the side wall, and the lower part of the side wall is the most important part in the tank structure. However, when the bottom plate and the side wall of the PC tank are integrated, it is difficult to introduce sufficient prestress to the bottom of the side wall because the bottom of the side wall is restrained by the bottom plate.
[0003] そこで、従来、例えば、特公平 3— 20548号公報に開示されるように、底版の外周 縁近傍位置に環状の開口部を設けることにより、底版を外周部と内周部とに分割する 構成が提案されている。力かる構成によれば、底版を一体構造とする場合に比べて、 底版による側壁の拘束度合いが大幅に減少し、側壁下部に十分なプレストレスを与 えることが可能となる。  [0003] Therefore, conventionally, for example, as disclosed in Japanese Patent Publication No. 3-20548, an annular opening is provided near the outer peripheral edge of the bottom plate to divide the bottom plate into an outer peripheral portion and an inner peripheral portion. A configuration has been proposed. According to the strong structure, the degree of restraint of the side wall by the bottom plate is greatly reduced as compared with the case where the bottom plate is formed as an integral structure, and sufficient prestress can be applied to the lower portion of the side wall.
発明の開示  Disclosure of the invention
発明が解決しょうとする課題  Problems to be solved by the invention
[0004] し力、しながら、上記特公平 3— 20548号公報に記載の構成では、底版を外周部と内 周部とに分割して構築しなければならない上、側壁にプレストレスを与えた後、底版 の環状開口部分にコンクリートを打設して分割した外周部と内周部とを接続しなけれ ばならず、非常に手間の掛カ 工事となる。 [0005] 本発明は上記の点に鑑みてなされたものであり、底版の分割などの手間の掛かる 工事を要することなぐ側壁下部に十分なプレストレスを導入することが可能な低温 P Cタンク及びその構築運用方法を提供することを目的とする。 [0004] However, in the configuration described in Japanese Patent Publication No. 3-20548, the bottom plate must be divided into an outer peripheral portion and an inner peripheral portion, and the side wall is prestressed. Later, it is necessary to cast concrete into the annular opening of the bottom slab and connect the divided outer and inner perimeters, which is extremely labor-intensive. [0005] The present invention has been made in view of the above points, and a low-temperature PC tank and a low-temperature PC tank capable of introducing a sufficient prestress into a lower portion of a side wall without requiring laborious work such as division of a bottom plate. The purpose is to provide a construction operation method.
課題を解決するための手段  Means for solving the problem
[0006] 上記の目的を達成するため、本発明は、底版と側壁とが一体化して構成され、前記 底版内に加熱手段を備えた低温物質貯蔵用の低温 PCタンクであって、  [0006] In order to achieve the above object, the present invention provides a low-temperature PC tank for storing low-temperature substances, wherein a bottom plate and a side wall are integrally formed, and a heating means is provided in the bottom plate.
前記底版にプレストレスを導入するプレストレス手段と、  A prestressing means for introducing a prestress to the bottom plate,
前記加熱手段による前記底版の加熱温度を、建設時の環境温度よりも低温に設定 する温度設定手段と、を備えることを特徴とする。  Temperature setting means for setting a heating temperature of the bottom plate by the heating means to be lower than an environmental temperature at the time of construction.
[0007] 本発明によれば、 PCタンクの底版の温度を建設時の環境温度よりも低温に設定す ることにより底版を体積収縮させることで、側壁下部に効果的にプレストレスを導入で きる。また、底版にプレストレスを導入するので、収縮によるコンクリートのひび割れを 防止できる。なお、「建設時の環境温度」とは、 PCタンク完成後、貯蔵する低温物質 を注入するまでの環境温度を意味する。また底版の設定温度は、管理上可能な限り で低い温度(ただし o°c以上)とすることが好ましい。  [0007] According to the present invention, by setting the temperature of the bottom plate of the PC tank to a temperature lower than the environmental temperature at the time of construction to contract the volume of the bottom plate, prestress can be effectively introduced to the lower portion of the side wall. . Also, since prestress is introduced into the bottom slab, cracking of concrete due to shrinkage can be prevented. The “environmental temperature at the time of construction” means the environmental temperature from the completion of the PC tank until the injection of low-temperature substances to be stored. It is preferable that the set temperature of the bottom slab be as low as possible in terms of management (however, not less than o ° c).
[0008] また、本発明において、前記底版は略一定の厚さを有するのがよい。このようにす れば、底版の収縮により側壁へ大きな荷重を伝達させることができるので、側壁下部 へのプレストレスの導入を効果的に行うことができる。  [0008] In the present invention, the bottom plate preferably has a substantially constant thickness. In this way, a large load can be transmitted to the side wall by the shrinkage of the bottom slab, so that prestress can be effectively introduced into the lower part of the side wall.
[0009] また、本発明は、底版と側壁とが一体化して構成され、前記底版内に加熱手段を備 えた低温物質貯蔵用の低温 PCタンクを構築して運用する方法であって、前記底版 を構築してプレストレスを導入し、この底版と一体に側壁を構築して該側壁にプレスト レスを導入し、当該低温 PCタンクの完成後、前記低温物質の貯蔵時に前記加熱手 段により前記底版を建設時の環境温度よりも低い温度に設定することを特徴とする。  [0009] The present invention also relates to a method of constructing and operating a low-temperature PC tank for storing low-temperature substances, wherein a bottom plate and a side wall are integrally formed and provided with a heating means inside the bottom plate, wherein the bottom plate is operated. After the completion of the low-temperature PC tank, the heating means is used to store the low-temperature material after the completion of the low-temperature PC tank. Is set to a temperature lower than the environmental temperature at the time of construction.
[0010] <関連文献とのクロスリファレンス >  [0010] <Cross reference with related documents>
なお、本願は、 2004年 3月 1日付けで出願した日本国特願 2004-55885号に基 づく優先権を主張する。この文献を本明細書に援用する。  This application claims the priority based on Japanese Patent Application No. 2004-55885 filed on March 1, 2004. This document is incorporated herein by reference.
図面の簡単な説明  Brief Description of Drawings
[0011] [図 1]本発明の一実施形態に係わる PCタンクの正面図であり、図中左側を鉛直断面 で示す。 FIG. 1 is a front view of a PC tank according to one embodiment of the present invention. Indicated by
[図 2]PCタンクの側壁部を拡大して示す鉛直断面図である。  FIG. 2 is an enlarged vertical sectional view showing a side wall portion of a PC tank.
[図 3]PCタンクの底版にプレストレスを導入するための構造を示す斜視図である。  FIG. 3 is a perspective view showing a structure for introducing prestress into a bottom plate of a PC tank.
[図 4]PCタンクに貯留された低温液体の内圧によって側壁に作用する応力、テンドン により側壁に導入されるプレストレス、及び底版の収縮により側壁に導入されるプレス トレスを模式的に示す図である。  FIG. 4 is a diagram schematically showing stress acting on the side wall due to the internal pressure of the low-temperature liquid stored in the PC tank, pre-stress introduced into the side wall by tendons, and prestress introduced into the side wall due to shrinkage of the bottom plate. is there.
符号の説明  Explanation of symbols
[0012] 10 PCタンク 12 地盤  [0012] 10 PC tank 12 Ground
14 底版 16 側壁  14 Bottom plate 16 Side wall
18 基礎杭 19, 20 テンドン  18 Foundation pile 19, 20 tendon
21 低温液体 22, 24 保冷材  21 Cryogenic liquid 22, 24 Coolant
26 加熱手段 28 温度設定部  26 Heating means 28 Temperature setting section
30 PC鋼材  30 PC steel
発明を実施するための最良の形態  BEST MODE FOR CARRYING OUT THE INVENTION
[0013] 図 1は、本発明の一実施形態に係わる PCタンク 10の正面図であり、図中左側を鉛 直断面で示している。また、図 2は、 PCタンク 10の側壁部を拡大して示す鉛直断面 図である。この PCタンク 10は、例えば、 LNGや LPG等の低温液体 21を貯蔵する低 温 PCタンクである。 FIG. 1 is a front view of a PC tank 10 according to one embodiment of the present invention, and the left side in the figure is shown in a vertical cross section. FIG. 2 is an enlarged vertical sectional view showing the side wall of the PC tank 10. As shown in FIG. The PC tank 10 is, for example, a low-temperature PC tank that stores a low-temperature liquid 21 such as LNG or LPG.
[0014] PCタンク 10は、底版 14及び側壁 16がー体結合されたコンクリートにより構成され ている。底版 14は、例えば基礎杭 18である基礎構造により地盤 12に支持されている  [0014] The PC tank 10 is made of concrete in which the bottom slab 14 and the side wall 16 are joined together. The bottom plate 14 is supported on the ground 12 by a foundation structure, for example, a foundation pile 18.
[0015] 図 2に示すように、 PCタンク 10の側壁 16には、テンドン 19, 20が鉛直方向及び円 周方向に配置されている。これらのテンドン 19, 20により、側壁 16に鉛直方向及び 周方向のプレストレスが導入されており、これによつて、 PCタンク 10の内部に貯留さ れる低温液体 21 (LNGや LPG)の圧力等の荷重に対する抵抗性を確保できるように なっている。底版 14の上面及び側壁 16の内壁面には、保冷材 22, 24が施工され、 それらの内側に低温液体 21が収容される。また、 PCタンク 10の上部は屋根 25で覆 われている。 [0016] 底版 14には、加熱手段 26が坦設されている。この加熱手段 26は、例えば、電熱線 などの電気ヒータであってもよいし、温められた不凍液が流れる温水管であってもよ レ、。温度設定部 28は加熱手段 26による底版 14の加熱温度を制御する。より具体的 には、底版 14に不図示の温度センサが設けられており、温度設定部 28は、この温度 センサによる検出温度に基づいて、加熱手段 26による底版 14の加熱温度を指定さ れた温度に制御する。 As shown in FIG. 2, tendons 19 and 20 are arranged on a side wall 16 of the PC tank 10 in a vertical direction and a circumferential direction. These tendons 19 and 20 introduce vertical and circumferential prestress into the side wall 16, which causes the pressure of the low-temperature liquid 21 (LNG or LPG) stored inside the PC tank 10, etc. It is possible to secure the resistance to the load. Cooling materials 22 and 24 are provided on the upper surface of the bottom plate 14 and the inner wall surface of the side wall 16, and the low-temperature liquid 21 is accommodated inside them. The upper part of the PC tank 10 is covered with a roof 25. [0016] The bottom plate 14 is provided with a heating means 26. The heating means 26 may be, for example, an electric heater such as a heating wire or a hot water pipe through which a heated antifreeze flows. The temperature setting section 28 controls the heating temperature of the bottom plate 14 by the heating means 26. More specifically, the bottom plate 14 is provided with a temperature sensor (not shown), and the temperature setting unit 28 specifies the heating temperature of the bottom plate 14 by the heating means 26 based on the temperature detected by this temperature sensor. Control to temperature.
[0017] 加熱手段 26は、 PCタンク 10に低温液体 21を貯蔵した際の、貯蔵液の冷熱による 底版 14下部の地盤の凍結などが引き起こすタンクへの悪影響を防止する役割を有 している。すなわち、 PCタンク 10の建設後、その中に低温液体 21が注入された際に 、加熱手段 26により底版 14を加熱することにより、底版 14の温度が建設時の温度か ら低下することに伴ってひび割れが発生したり、底版上面力 以下になって底版上 面にレンズ状や層状の氷が形成されたり、底版下面の地盤が凍結したりするのを防 止できるのである。この加熱手段 26は本来、底版 14を構築時の温度(すなわち環境 温度)とほぼ同じ温度に保つべく底版 14を加熱することにより、底版 14の温度低下 によるひび割れを防ぐのである力 本実施形態の PCタンク 10では、以下に説明する ように、温度設定部 28によって底版 14の加熱温度を環境温度よりも十分に低い温度 に設定すると共に、底版 14に PC鋼材 30でプレストレスを導入することにより、底版 1 4にひび割れが生ずるのを防止しつつ、その体積変化を有効利用して側壁 16への プレストレス導入を円滑に行えるようにしてレ、る。  The heating means 26 has a role of preventing the tank from being adversely affected by the freezing of the ground under the bottom plate 14 due to the cold heat of the stored liquid when the low-temperature liquid 21 is stored in the PC tank 10. That is, after the construction of the PC tank 10, when the low-temperature liquid 21 is injected into the PC tank 10, the heating means 26 heats the bottom plate 14 so that the temperature of the bottom plate 14 decreases from the temperature at the time of construction. This prevents cracks, cracks, the formation of lenticular or layered ice on the upper surface of the bottom slab due to the lowering of the upper surface force of the bottom slab, and the freezing of the ground under the lower slab. The heating means 26 is intended to prevent the cracks caused by the temperature drop of the bottom plate 14 by heating the bottom plate 14 so as to keep the temperature of the bottom plate 14 substantially equal to the temperature at the time of construction (that is, the environmental temperature). In the PC tank 10, as described below, the heating temperature of the bottom plate 14 is set to a temperature sufficiently lower than the environmental temperature by the temperature setting unit 28, and the prestress is introduced into the bottom plate 14 by the PC steel material 30. In addition, while preventing the bottom plate 14 from being cracked, the pre-stress can be smoothly introduced into the side wall 16 by effectively utilizing the change in volume.
[0018] 図 3は、底版 14にプレストレスを導入するための構造を示す斜視図である。同図に 示すように、底版 14の内部には PC鋼材 30が平面二方向に配置されている。これら の PC鋼材 30に張力が掛けられて、各 PC鋼材 30の端部が底版 14の外周面に定着 されることにより、底版 14に面内方向のプレストレスが導入される。  FIG. 3 is a perspective view showing a structure for introducing prestress into bottom plate 14. As shown in the figure, inside the bottom plate 14, PC steel materials 30 are arranged in two plane directions. Tension is applied to these PC steel materials 30, and the end of each PC steel material 30 is fixed to the outer peripheral surface of the bottom plate 14, so that in-plane prestress is introduced into the bottom plate 14.
[0019] 本実施形態の PCタンク 10を構築する場合、地盤に基礎杭 18などの基礎を構築し 、その上に、底版 14のコンクリートを、 PC鋼材 30及び加熱手段 26が内部に埋め込 まれるように打設する。更に、側壁 16のコンクリートを底版 14と一体に、テンドン 19, 20が埋め込まれるように下部から上部へ順次打設し、テンドン 19, 20に張力を掛け て定着することにより側壁 16にプレストレスを導入する。なお、 PC鋼材 30による底版 14へのプレストレスの導入のタイミングは任意である力 S、好ましくは側壁 16の最下部 のコンクリートを打設したタイミングでプレストレス導入を行うものとする。その理由は、 側壁 16のコンクリート打設後に発熱した後、冷却される過程で収縮することにより側 壁 16にひび割れが生じ易いが、その際に底版 14にプレストレスを導入すれば、側壁 16の収縮を拘束する底版 14が収縮することにより側壁 16を拘束する度合いが低下 して、側壁 16のひび割れを抑える効果が期待できるからである。 When constructing the PC tank 10 of the present embodiment, a foundation such as a foundation pile 18 is constructed on the ground, and concrete of the bottom slab 14 is embedded thereon, and the PC steel material 30 and the heating means 26 are embedded therein. It is cast so that it is done. Furthermore, the concrete on the side wall 16 is cast into the bottom slab 14 integrally from the bottom so that the tendons 19 and 20 are embedded, and tension is applied to the tendons 19 and 20 to fix the prestress on the side wall 16. Introduce. The bottom plate is made of PC steel 30 The prestress is introduced at 14 at an arbitrary force S, preferably at the timing when the concrete at the bottom of the side wall 16 is cast. The reason is that after the concrete is placed on the side wall 16, heat is generated and then shrinks in the cooling process, so that the side wall 16 is apt to crack. This is because the degree of restraint of the side wall 16 is reduced by the shrinkage of the bottom plate 14 that restrains shrinkage, and an effect of suppressing cracking of the side wall 16 can be expected.
[0020] こうして側壁 16のコンクリートを打設した後、屋根 25及び保冷材 22, 24を施工して 、 PCタンク 10が完成する。そして、完成した PCタンク 10の内部を冷却し、その後に 貯蔵する低温液体 21を注ぎ入れる。その際、底版 14に坦め込んだ加熱手段 26によ り底版 14を加熱して、底版 14の温度低下を抑える。  [0020] After the concrete of the side wall 16 is cast in this way, the roof 25 and the cold insulators 22 and 24 are constructed, and the PC tank 10 is completed. Then, the inside of the completed PC tank 10 is cooled, and then the cryogenic liquid 21 to be stored is poured. At this time, the bottom plate 14 is heated by the heating means 26 carried on the bottom plate 14 to suppress a temperature drop of the bottom plate 14.
[0021] 本実施形態では、加熱手段 26による底版 14の加熱温度を、温度設定部 28によつ て環境温度(例えば 20°C)よりも低い温度(ただし、 0°Cよりも高い温度;例えば 5°C— 15°C程度)に設定している。このように、底版 14を環境温度よりも低い温度とすること で、底版 14を収縮させることにより、側壁 16の下部がタンク中心に向けて引き寄せら れて、これによつて側壁 16にプレストレスが導入される。  In the present embodiment, the heating temperature of the bottom plate 14 by the heating means 26 is set to a temperature lower than the ambient temperature (for example, 20 ° C.) (but higher than 0 ° C.) by the temperature setting unit 28; For example, it is set to 5 ° C-15 ° C). By lowering the bottom plate 14 to a temperature lower than the ambient temperature, the bottom plate 14 is contracted, whereby the lower portion of the side wall 16 is drawn toward the center of the tank, thereby prestressing the side wall 16. Is introduced.
[0022] 図 4は、 PCタンク 10に貯留された低温液体の内圧によって側壁 16に発生する応 力、テンドン 19, 20により側壁 16に導入されるプレストレス、及び底版 14の収縮によ り側壁 16に導入されるプレストレスを模式的に図示したものである。同図に示すよう に、側壁 16の下端部は底版 14に拘束されるため、テンドン 19, 20だけでは側壁下 部に十分なプレストレスを導入することは難しいが、図中に斜線を付して示すように、 底版 14の収縮によるプレストレスを導入すれば、側壁 16の下部にも、液体の内圧に 抵抗できるだけの十分なプレストレスを確保できるのである。換言すれば、底版 14の 収縮により導入されるプレストレスによってテンドン 19, 20で導入すべきプレストレス の量を軽減できるので、側壁 16へのプレストレス導入作業を簡易化することができる  FIG. 4 shows the stress generated on the side wall 16 due to the internal pressure of the low-temperature liquid stored in the PC tank 10, the prestress introduced into the side wall 16 by the tendons 19 and 20, and the shrinkage of the bottom plate 14. 16 schematically illustrates the pre-stress introduced into 16. As shown in the figure, since the lower end of the side wall 16 is constrained by the bottom slab 14, it is difficult to introduce sufficient prestress into the lower part of the side wall using only the tendons 19 and 20, but the hatching is shown in the figure. As shown, if a prestress due to the contraction of the bottom plate 14 is introduced, a sufficient prestress that can resist the internal pressure of the liquid can be secured also at the lower part of the side wall 16. In other words, the amount of prestress to be introduced at the tendons 19 and 20 can be reduced by the prestress introduced by the contraction of the bottom slab 14, so that the work of introducing the prestress to the side wall 16 can be simplified.
[0023] また、底版 14の収縮によって、底版 14には引張力が生ずるが、本実施形態では、 PC鋼材 30で底版 14にプレストレスを導入することにより、底版 14にひび割れが生ず るのを防止することが可能となる。 [0024] このように、本実施形態によれば、底版 14を分割するといつた手間の掛かる工事を 行なうことなぐ底版 14にプレストレスを導入するとともに、タンク稼動時における底版 14の温度を低めに設定することにより、底版 14にひび割れが生ずるのを防止しつつ 、側壁 16の下部に十分なプレストレスを導入することができる。 [0023] In addition, although a tensile force is generated in the bottom plate 14 due to shrinkage of the bottom plate 14, in the present embodiment, cracks are generated in the bottom plate 14 by introducing prestress into the bottom plate 14 with the PC steel material 30. Can be prevented. As described above, according to the present embodiment, prestress is introduced into the bottom plate 14 without dividing the bottom plate 14 to perform troublesome work, and the temperature of the bottom plate 14 during operation of the tank is reduced. By setting, sufficient prestress can be introduced into the lower part of the side wall 16 while preventing the bottom plate 14 from cracking.
[0025] また、本実施形態では、底版 14の温度を従来よりも低目に設定しているので、底版 14の加熱に必要なエネルギー量を低減できる。したがって、加熱手段 26の規模が 小さくて済むため、建築費用を削減でき、また、エネルギー消費量が少なくなるため、 運転費用も削減できる。  Further, in the present embodiment, since the temperature of the bottom plate 14 is set lower than in the past, the amount of energy required for heating the bottom plate 14 can be reduced. Therefore, since the size of the heating means 26 can be small, the construction cost can be reduced, and the energy consumption is reduced, so that the operation cost can be reduced.
[0026] また、底版 14の温度を低めに設定することにより、タンク底部より貝宁蔵している低温 液体 21への入熱量も小さくなるので、 PCタンク 10の保冷性能が向上する。このため 、気化ガスの発生量が少なくなつて、気化ガス処理設備の容量を削減することが可能 となり、また、底部の保冷材 22の厚さを薄くしたり、断熱材の性能を下げたりすること も可能となって、設備コストの削減を図ることができる。  [0026] Further, by setting the temperature of the bottom plate 14 to be lower, the amount of heat input to the low-temperature liquid 21 stored in the tank from the bottom of the tank is also reduced, so that the cooling performance of the PC tank 10 is improved. For this reason, it is possible to reduce the volume of the vaporized gas processing equipment by reducing the amount of generated vaporized gas, and to reduce the thickness of the cold insulator 22 at the bottom and to lower the performance of the heat insulating material. It is also possible to reduce equipment costs.
[0027] なお、従来、 PCタンクの底版は、側壁が接続される外周部分のみを厚くして、内周 部は薄くする構成が一般的であるが、本実施形態では、底版 14の厚さをほぼ一定と することにより、底版 14の収縮による側壁 16へのプレストレス導入を効果的に行える ようにしている。  [0027] Conventionally, the bottom plate of the PC tank generally has a configuration in which only the outer peripheral portion to which the side wall is connected is thickened and the inner peripheral portion is thinned. By making the value substantially constant, it is possible to effectively introduce prestress into the side wall 16 by contraction of the bottom plate 14.
[0028] また、底版 14を構築する際、一度に全体のコンクリートを打設することとしてもょレヽ 力、コンクリート製造設備の能力の関係等から一度に全体を打設することが難しい場 合には、底版を扇形、矩形や環状等に分割して構築したうえでプレストレスを導入す るようにしてもよレ、。その場合には、底版の面内にプレストレスを導入することにより、 分割して打設したコンクリートの打継目の液密性、止水性を確保することが容易かつ 確実となる。  [0028] In addition, when constructing the bottom slab 14, if the entire concrete is cast at once, it may be difficult to cast the whole at once due to factors such as the force of the concrete and the capacity of the concrete manufacturing equipment. The prestress may be introduced by dividing the bottom slab into sectors, rectangles, or rings, etc. In such a case, by introducing prestress into the surface of the bottom slab, it is easy and reliable to secure the liquid tightness and the waterproofness at the joint of the divided and poured concrete.
産業上の利用の可能性  Industrial potential
[0029] 本発明によれば、底版の分割などの手間の掛かる工事を要することなぐ側壁下部 に十分なプレストレスを導入することができる。 According to the present invention, it is possible to introduce a sufficient prestress to the lower portion of the side wall without requiring a troublesome work such as dividing the bottom plate.

Claims

請求の範囲 The scope of the claims
[1] 底版と側壁とが一体化して構成され、前記底版内に加熱手段を備えた低温物質貯 蔵用の低温 PCタンクであって、  [1] A low-temperature PC tank for storing a low-temperature substance, wherein a bottom plate and a side wall are integrally formed and provided with heating means in the bottom plate,
前記底版にプレストレスを導入するプレストレス手段と、  A prestressing means for introducing a prestress to the bottom plate,
前記加熱手段による前記底版の加熱温度を、建設時の環境温度よりも低温に設定 する温度設定手段と、を備えることを特徴とする低温 PCタンク。  A low-temperature PC tank comprising: a temperature setting unit that sets a heating temperature of the bottom plate by the heating unit to be lower than an environmental temperature at the time of construction.
[2] 前記底版は略一定の厚さを有することを特徴とする請求項 1記載の低温 PCタンク。 2. The low-temperature PC tank according to claim 1, wherein the bottom plate has a substantially constant thickness.
[3] 底版と側壁とが一体化して構成され、前記底版内に加熱手段を備えた低温物質貯 蔵用の低温 PCタンクを構築して運用する方法であって、前記底版を構築してプレス トレスを導入し、この底版と一体に側壁を構築して該側壁にプレストレスを導入し、当 該低温 PCタンクの完成後、前記低温物質の貯蔵時に前記加熱手段により前記底版 を建設時の環境温度よりも低い温度に設定することを特徴とする低温 PCタンクの構 築運用方法。 [3] A method of constructing and operating a low-temperature PC tank for storing a low-temperature substance, wherein a bottom plate and a side wall are integrally formed and provided with a heating means in the bottom plate, wherein the bottom plate is constructed and pressed. A tress is introduced, a side wall is constructed integrally with the bottom plate, and a prestress is introduced into the side wall. After completion of the low-temperature PC tank, the low-temperature material is stored by the heating means when the low-temperature material is stored. A method of building and operating a low-temperature PC tank, which is set at a temperature lower than the temperature.
PCT/JP2005/002871 2004-03-01 2005-02-23 Low-temperature pc tank and method for constructing and operating low-temperature pc tank WO2005082747A1 (en)

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JP5340972B2 (en) * 2010-01-22 2013-11-13 大成建設株式会社 Prestressed concrete structure
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