CN106894642A - Reduce the structure and method of the table temperature difference in the low-temperature liquid gas storage tank shell construction time - Google Patents

Reduce the structure and method of the table temperature difference in the low-temperature liquid gas storage tank shell construction time Download PDF

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Publication number
CN106894642A
CN106894642A CN201710128867.9A CN201710128867A CN106894642A CN 106894642 A CN106894642 A CN 106894642A CN 201710128867 A CN201710128867 A CN 201710128867A CN 106894642 A CN106894642 A CN 106894642A
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CN
China
Prior art keywords
air
storage tank
gas storage
low
prestressing force
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Pending
Application number
CN201710128867.9A
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Chinese (zh)
Inventor
郑建华
李金光
李雄彦
姚国明
易宝生
宋延杰
耿岩
向苍义
武海坤
李航
曹力慧
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China Huanqiu Contracting and Engineering Corp
China Huanqiu Engineering Co Ltd
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China Huanqiu Engineering Co Ltd
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Priority to CN201710128867.9A priority Critical patent/CN106894642A/en
Publication of CN106894642A publication Critical patent/CN106894642A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24Safety or protective measures preventing damage to building parts or finishing work during construction
    • 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

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

Abstract

The present invention provides a kind of structure and method for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, the prestressing force bellows that the useful heat-conducting of tank skin pre-plugged in casting process is made, the two ends of the prestressing force bellows are exposed independent from tank skin, and wherein one end is communicated to air-supply arrangement.When the concrete of the tank skin is due to hydration generation heat, air-cooled gas is sent into by prestressing force bellows by the air-supply arrangement, it is then exhausted from outside tank skin after being converted into hot blast after the heat of air-cooled gas absorption tank pars intramuralis, can avoid the occurrence of tank skin causes the situation of cracking because internal-external temperature difference is excessive.

Description

Reduce the structure and method of the table temperature difference in the low-temperature liquid gas storage tank shell construction time
Technical field
The present invention relates to a kind of structure and method for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time.
Background technology
Low-temperature liquefaction gas storage tank includes prestressed concrete outer tank, the inner canister of storing liquid liquefied gas and is arranged on outer tank Cold insulation interlayer between inner canister.
In the building course of the prestressed concrete outer tank of low-temperature liquefaction gas storage tank, the tank skin (17) of outer tank is in concrete Because hydration can produce substantial amounts of heat after pouring, due to thickness, the height of low-temperature liquefaction gas storage tank outer tank tank skin (17) And diameter is larger, external cooling speed is fast, internal heat dissipating is slow so that inside concrete gathers substantial amounts of heat, causes inner table The temperature difference is larger, makes concrete structure generation temperature deformation, and its deformation is subject to inside and outside constraint, so as to produce heat higher to answer Power.With being continuously increased for concrete effective rigidity, thermal stress can exceed that the tensile strength of same period concrete, cause concrete Cracking, forms the initial fracture of concrete.The generation in crack, can raise low-temperature liquid gas rate of gasification in tank, influence cold insulation effect; And low-temperature liquefaction gas storage tank is generally located at coastal area, chloride ion content is higher in air, and excessive crack can make tank skin (17) Interior reinforcing bar is subjected to chloride ion corrosion, reduces structural life-time.
In terms of design and construction, although having employed various designs and working measure in the prior art (such as using low water Change Hot Cement, reduce water-cement ratio, using 60 days design strengths, postpone striking time, water seasoning, addition additive etc.) reduce The table temperature difference in concrete, but effect is not also it is obvious that under low-temperature liquefaction gas storage tank concrete outer tank bottom and tank skin (17) Portion easily produces larger crack.
Above-mentioned situation shows that prior art can not well reduce low-temperature liquefaction gas storage tank prestressed concrete outer tank tank skin The table temperature difference in construction time, it would be highly desirable to which those skilled in the art are studied and propose new solution.
The content of the invention
Therefore, it is an object of the present invention to provide a kind of reduce the table temperature difference in the low-temperature liquid gas storage tank shell construction time Structure and method, cracking is caused to solve table excessive temperature differentials in the low-temperature liquefaction gas storage tank prestressed concrete outer tank tank skin construction time Problem.
To achieve the above object, the technical solution adopted by the present invention is:
A kind of structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, it is characterised in that:The tank skin exists The prestressing force bellows that the useful heat-conducting of pre-plugged is made in casting process, the two ends of the prestressing force bellows are exposed independent from Tank skin, wherein one end are communicated to air-supply arrangement.
The described structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, wherein:The air-supply arrangement is Air blower, the port of export of the air blower is by being communicated to the air intake vent of plenum chamber, the plenum chamber after total blast volume regulating valve Multiple air outlets be respectively connected with the one end for being connected flexible pipe, it is described connection flexible pipe the other end and the prestressing force The air inlet end of bellows is connected, and the outlet side of each prestressing force bellows is provided with turbine flowmeter and automatic air quantity Regulating valve.
The described structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, wherein:The automatic air quantity is adjusted Section valve is Electronic control or pneumatic control.
The described structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, wherein:The plenum chamber also leads to Cross citation damper and be connected with U-tube manometer.
The described structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, wherein:On the plenum chamber also The first temperature transmitter is provided with, the outlet side of each prestressing force bellows is additionally provided with second temperature transmitter.
The described structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, wherein:The air blower, total wind Adjustable valve, the first temperature transmitter, second temperature transmitter, automatic volume damper are electrically connected with a PLC device.
The described structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, wherein:The prestressing force ripple Pipe includes horizontal and vertical prestressing force bellows, and the longitudinal prestressing bellows is the U-shaped arrangement in two openings upward, Or arranged in the longitudinal linear being open respectively up and down.
A kind of method for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, it uses foregoing reduction low-temperature liquefaction The structure of the table temperature difference in the gas storage tank tank skin construction time, it is characterised in that:The tank skin concrete due to hydration produce When heat, air-cooled gas is sent into by prestressing force bellows by the air-supply arrangement, air-cooled gas absorption tank pars intramuralis It is then exhausted from outside tank skin after heat, it is to avoid tank skin occur causes the situation of cracking because internal-external temperature difference is excessive.
The described method for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, wherein:The air-supply arrangement is Air blower, the port of export of the air blower is by being communicated to the air intake vent of plenum chamber, the plenum chamber after total blast volume regulating valve Multiple air outlets be respectively connected with the one end for being connected flexible pipe, it is described connection flexible pipe the other end and the prestressing force The air inlet end of bellows is connected, and the outlet side of each prestressing force bellows is provided with turbine flowmeter and automatic air quantity Regulating valve;
The first temperature transmitter is additionally provided with the plenum chamber, the outlet side of each prestressing force bellows is additionally provided with Second temperature transmitter.
The described method for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, wherein:The air blower, total wind Adjustable valve, the first temperature transmitter, second temperature transmitter, automatic volume damper are electrically connected with a PLC device;Institute Stating PLC device can automatically control the wind-producing amount and each air quantity of prestressing force bellows of air blower, so as to adjust each The temperature of the outlet side of root prestressing force radiation fins.
Compared with prior art, the invention has the advantages that:
1. the present invention carries out the ventilation of different wind speed using air blower in tank skin concreting and maintenance processes, with Reach the effect for reducing concrete internal temperature.Not only can effectively reduce low-temperature liquefaction gas storage tank prestressed concrete outer tank tank skin The table temperature difference in construction time, and merely with original prestressing force bellows as ventilation shaft, with practicality and warp very high Ji property.
2nd, the present invention is the inherent structure feature based on low-temperature liquefaction gas storage tank prestressed concrete outer tank tank skin, in construction And the internal temperature of concrete tank skin is reduced in maintenance processes using air-cooled technology, so that the table temperature difference in reducing, improves coagulation Native tank wall construction quality.Air-cooled technology has preferably applicable for low-temperature liquefaction gas storage tank prestressed concrete outer tank tank skin Property, and regulation by air-cooled speed can reach optimal cooling-down effect, it is that a kind of controllability is good, strong applicability technology Method.
Brief description of the drawings
Fig. 1 is the structural representation one for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time that the present invention is provided (the first arrangement);
Fig. 2 is the structural representation two for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time that the present invention is provided (second arrangement).
Description of reference numerals:Air blower 1;Total blast volume regulating valve 2;Airduct 3;Support of duct 4;Plenum chamber 5;Citation damper 6;Hand Dynamic ball valve 7;Adapter 8;Connection flexible pipe 9;First temperature transmitter 10a;Second temperature transmitter 10b;Automatic volume damper 11; Connection short tube 12;Turbine flowmeter 13;Connection short tube 14;U-tube manometer 15;Prestressing force bellows 16;Tank skin 17;Buttress 18;Positive construction casting band 19;Complete to pour band 20;Ground 21.
Specific embodiment
As shown in figure 1, the present invention provides a kind of structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, institute State the prestressing force bellows 16 that the useful heat-conducting of the pre-plugged in casting process of tank skin 17 is made, the prestressing force bellows 16 preferably with galvanized steel strip as material, and its one end is communicated to cfentrifugal blower 1, tank skin 17 concrete due to hydration When producing amount of heat, start the air blower 1 by air-cooled gas feeding prestressing force bellows 16, air-cooled gas absorption tank It is then exhausted from outside tank skin 17 after hot blast is converted into after heat inside wall 17, so that constantly that the heat inside tank skin 17 is rapid Export to outside, can avoid the occurrence of tank skin 17 cause because internal-external temperature difference is excessive cracking situation.
Specifically, the port of export of the air blower 1 is communicated to the inlet air of plenum chamber 5 by total blast volume regulating valve 2 afterwards Mouthful, each manually ball valve of multiple air outlets of the plenum chamber 5 is connected with the one end for being connected flexible pipe 9, the connection The other end of flexible pipe 9 is connected with the air inlet end of a prestressing force bellows 16, each prestressing force bellows 16 Outlet side be provided with turbine flowmeter 13 and automatic volume damper 11.By the total blast volume regulating valve 2, can adjust into Enter the total blast volume in plenum chamber 5;By turbine flowmeter 13 each described, the wind in corresponding prestressing force bellows 16 can be learnt Amount;By automatic volume damper 11 each described, the air quantity passed through in corresponding prestressing force bellows 16 can be adjusted.It is described from Dynamic volume damper 11 is Electronic control or pneumatic control.
Additionally, the plenum chamber 5 is also connected with U-tube manometer 15 by citation damper 6, for measuring the plenum chamber in real time Gas pressure in 5.The first temperature transmitter 10a is additionally provided with the plenum chamber 5, for measuring the gas in the plenum chamber 5 Temperature.The outlet side of each prestressing force bellows 16 is additionally provided with second temperature transmitter 10b, for measure it is described go out The temperature at gas end.
And, the air blower 1, total blast volume regulating valve 2, the first temperature transmitter 10a, second temperature transmitter 10b, from Dynamic volume damper 11 is electrically connected with a PLC device (being unillustrated), enables the invention to automatically control the product of air blower 1 Air quantity and each air quantity of prestressing force bellows 16, so as to adjust each temperature of the outlet side of prestressing force radiation fins.
And the prestressing force bellows 16 is arranged in tank skin 17, horizontal and vertical prestressing force bellows is generally comprised, its In, the longitudinal prestressing bellows, U-shaped arrangement that can be as shown in Figure 1 in two openings upward (is primarily adapted for use in landing storage Tank), actually can also be in that the longitudinal linear arrangement being open respectively up and down (is primarily adapted for use in the built on stilts storage tank of cushion cap high, such as Fig. 2 It is shown).
It is described above to be merely exemplary for the purpose of the present invention, and it is nonrestrictive, and those of ordinary skill in the art understand, In the case where spirit and scope defined herein are not departed from, can many modifications may be made, change or equivalent, but fall within Within protection scope of the present invention.

Claims (10)

1. it is a kind of reduce the low-temperature liquid gas storage tank shell construction time in the table temperature difference structure, it is characterised in that:The tank skin (17) The prestressing force bellows (16) that the useful heat-conducting of pre-plugged is made in casting process, the prestressing force bellows (16) Two ends are exposed independent from tank skin (17), and wherein one end is communicated to air-supply arrangement.
2. the structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time according to claim 1, its feature exists In:The air-supply arrangement is air blower (1), and the port of export of the air blower (1) after total blast volume regulating valve (2) by being communicated to The air intake vent of plenum chamber (5), one end that multiple air outlets of the plenum chamber (5) are respectively connected flexible pipe (9) with is connected, institute State connection flexible pipe (9) the other end be connected with the air inlet end of a prestressing force bellows (16), each it is described it is pre- answer The outlet side of power bellows (16) is provided with turbine flowmeter (13) and automatic volume damper (11).
3. the structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time according to claim 2, its feature exists In:The automatic volume damper (11) is Electronic control or pneumatic control.
4. the structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time according to claim 2, its feature exists In:The plenum chamber (5) is also connected with U-tube manometer (15) by citation damper (6).
5. the structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time according to claim 2, its feature exists In:The first temperature transmitter (10a), each outlet of the prestressing force bellows (16) are additionally provided with the plenum chamber (5) End is additionally provided with second temperature transmitter (10b).
6. the structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time according to claim 5, its feature exists In:It is the air blower (1), total blast volume regulating valve (2), the first temperature transmitter (10a), second temperature transmitter (10b), automatic Volume damper (11) is electrically connected with a PLC device.
7. the structure for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time according to claim 2, its feature exists In:The prestressing force bellows (16) includes horizontal and vertical prestressing force bellows, and the longitudinal prestressing bellows is in two Individual opening U-shaped arrangement upward, or arranged in the longitudinal linear being open respectively up and down.
8. a kind of method for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time, it uses as claimed in claim 1 Reduce the structure of the table temperature difference in the low-temperature liquid gas storage tank shell construction time, it is characterised in that:In the concrete of the tank skin (17) When producing heat due to hydration, air-cooled gas is sent into by prestressing force bellows (16), wind by the air-supply arrangement Cold air is then exhausted from tank skin (17) outside after absorbing the internal heat of tank skin (17), it is to avoid tank skin (17) occur due to inside and outside temperature Difference is excessive to cause the situation of cracking.
9. the method for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time according to claim 8, its feature exists In:The air-supply arrangement is air blower (1), and the port of export of the air blower (1) after total blast volume regulating valve (2) by being communicated to The air intake vent of plenum chamber (5), one end that multiple air outlets of the plenum chamber (5) are respectively connected flexible pipe (9) with is connected, institute State connection flexible pipe (9) the other end be connected with the air inlet end of a prestressing force bellows (16), each it is described it is pre- answer The outlet side of power bellows (16) is provided with turbine flowmeter (13) and automatic volume damper (11);
The first temperature transmitter (10a), each outlet of the prestressing force bellows (16) are additionally provided with the plenum chamber (5) End is additionally provided with second temperature transmitter (10b).
10. the method for reducing the table temperature difference in the low-temperature liquid gas storage tank shell construction time according to claim 9, its feature exists In:It is the air blower (1), total blast volume regulating valve (2), the first temperature transmitter (10a), second temperature transmitter (10b), automatic Volume damper (11) is electrically connected with a PLC device;The PLC device can automatically control the wind-producing amount of air blower (1) And each air quantity of prestressing force bellows (16), so as to adjust each temperature of the outlet side of prestressing force radiation fins.
CN201710128867.9A 2017-03-06 2017-03-06 Reduce the structure and method of the table temperature difference in the low-temperature liquid gas storage tank shell construction time Pending CN106894642A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109895234A (en) * 2019-04-03 2019-06-18 中海石油气电集团有限责任公司 A kind of LNG tank Concrete Temperature Control system and its temperature control method
CN111007898A (en) * 2019-12-12 2020-04-14 浙江鸿翔建设集团股份有限公司 Temperature detection control system for large-volume concrete pouring
CN115405119A (en) * 2022-09-20 2022-11-29 中国石油化工集团有限公司 Construction process for heating and insulating concrete on outer tank wall of full-capacity low-temperature storage tank in winter

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CN205332627U (en) * 2015-12-31 2016-06-22 广西路桥工程集团有限公司 A cooling system for construction of bulky concrete structure
CN205375204U (en) * 2015-12-31 2016-07-06 中交天津港湾工程研究院有限公司 Bulky concrete cooling water flow ration adjusting device and circulation system
CN206722434U (en) * 2017-03-06 2017-12-08 中国寰球工程有限公司 Reduce the structure of the table temperature difference in the low-temperature liquid gas storage tank shell construction time

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JP2000328786A (en) * 1999-05-21 2000-11-28 Shimizu Corp Crack preventive method and device of concrete
CN102011492A (en) * 2010-11-25 2011-04-13 中铁六局集团有限公司 Method for controlling occurrence of cracks on mass concrete structure
CN102852146A (en) * 2012-08-21 2013-01-02 清华大学 Real-time online individualized heat-exchanging intelligent temperature control system of mass concretes
CN203230453U (en) * 2013-03-24 2013-10-09 中铁二院工程集团有限责任公司 Cooling device for casting large volume hollow concrete tunnel lining structure
CN203616679U (en) * 2013-11-29 2014-05-28 中交一公局厦门工程有限公司 Cooling water circulating control device for mass concrete
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109895234A (en) * 2019-04-03 2019-06-18 中海石油气电集团有限责任公司 A kind of LNG tank Concrete Temperature Control system and its temperature control method
CN111007898A (en) * 2019-12-12 2020-04-14 浙江鸿翔建设集团股份有限公司 Temperature detection control system for large-volume concrete pouring
CN115405119A (en) * 2022-09-20 2022-11-29 中国石油化工集团有限公司 Construction process for heating and insulating concrete on outer tank wall of full-capacity low-temperature storage tank in winter
CN115405119B (en) * 2022-09-20 2024-05-03 中国石油化工集团有限公司 Construction technology for heating and external heat preservation of concrete of external tank wall of full-capacity low-temperature storage tank in winter

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