CN112049193A - Semi-buried heat-preservation anti-seepage reservoir - Google Patents

Semi-buried heat-preservation anti-seepage reservoir Download PDF

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Publication number
CN112049193A
CN112049193A CN202011090614.5A CN202011090614A CN112049193A CN 112049193 A CN112049193 A CN 112049193A CN 202011090614 A CN202011090614 A CN 202011090614A CN 112049193 A CN112049193 A CN 112049193A
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China
Prior art keywords
seepage
reservoir
water storage
proofing
semi
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Pending
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CN202011090614.5A
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Chinese (zh)
Inventor
陈绪刚
孙宇彤
杨科
何九莲
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PowerChina Chengdu Engineering Co Ltd
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PowerChina Chengdu Engineering Co Ltd
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Priority to CN202011090614.5A priority Critical patent/CN112049193A/en
Publication of CN112049193A publication Critical patent/CN112049193A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B11/00Arrangements or adaptations of tanks for water supply
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B11/00Arrangements or adaptations of tanks for water supply
    • E03B11/10Arrangements or adaptations of tanks for water supply for public or like main water supply
    • E03B11/14Arrangements or adaptations of tanks for water supply for public or like main water supply of underground tanks
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B7/00Water main or service pipe systems
    • E03B7/09Component parts or accessories
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B7/00Water main or service pipe systems
    • E03B7/09Component parts or accessories
    • E03B7/095Component holders or housings, e.g. boundary boxes
    • 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
    • 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
    • E04H7/04Containers for fluids or gases; Supports therefor mainly of metal
    • 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
    • E04H7/04Containers for fluids or gases; Supports therefor mainly of metal
    • E04H7/06Containers for fluids or gases; Supports therefor mainly of metal with vertical axis
    • E04H7/065Containers for fluids or gases; Supports therefor mainly of metal with vertical axis roof constructions
    • 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)
  • Structural Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

The invention discloses a semi-buried heat-preservation anti-seepage reservoir which comprises a reservoir structure system, a heat preservation system and an anti-seepage system; the water tank structure system comprises a cantilever type water retaining wall and a steel structure roof, wherein the cantilever type water retaining wall is used for forming the side wall of the water storage tank; the heat insulation system comprises a sandwich panel, and the sandwich panel extends from the outer surface of the steel structure roof to the outer side surface of the cantilever type water retaining wall; the anti-seepage system comprises an anti-seepage film which covers the wall and the bottom of the reservoir. The semi-buried heat-preservation anti-seepage reservoir can meet the heat preservation requirement of high-cold high-altitude areas, solves the difficult problems that the construction cost of a large reservoir is high and the construction quality is difficult to control, and can ensure the safety and the economical efficiency of the reservoir structure.

Description

Semi-buried heat-preservation anti-seepage reservoir
Technical Field
The invention relates to the technical field of water reservoirs, in particular to a semi-buried heat-preservation anti-seepage water reservoir.
Background
The high-cold high-altitude area refers to an area with an altitude of more than 1500m, in the area, a reservoir needs to be built due to requirements of building and municipal functions, in order to prevent freezing in winter, the reservoir needs to take heat preservation measures, and meanwhile, the reservoir needs to be impermeable. In order to meet the requirements of heat preservation and seepage prevention of a water tank in high and cold high-altitude areas, the common water storage tank structure at present comprises the following two types:
1) the fully buried reinforced concrete structure is adopted, and the top plate soil covering depth is not less than the design freezing depth. The concrete adopts impervious concrete, and can meet the self-waterproof requirement; the top plate earthing depth is not less than the design freezing depth, namely the insulation requirement is met through earthing, and the ice is prevented in winter.
The structural reservoir adopts a reinforced concrete fully-buried structure, the excavation backfill amount is large, when the height of the reservoir is larger, the depth of a foundation pit is large, supporting measures are required, and the engineering cost is high; the on-site concrete pouring work amount is large, the construction method is not suitable for special environments in high-cold high-altitude areas, the construction period is long, and the concrete pouring quality is difficult to control; when the plane size of the reservoir is large (the length and the width are not less than 50 m), the engineering cost is high by adopting a reinforced concrete bottom plate and a reinforced concrete top plate due to the requirements of seepage prevention and heat preservation.
2) The semi-buried reinforced concrete structure is adopted, and part of the main structure is exposed above the ground. The concrete adopts impervious concrete, and can meet the self-waterproof requirement; the heat preservation layer is arranged on the outer side of the pool wall, and the heat preservation requirement is met by additionally arranging the heat preservation layer, so that the ice is prevented in winter.
The structural reservoir adopts a reinforced concrete semi-buried structure, the outer wall of the reservoir is additionally provided with an external heat insulation layer, the on-site concrete pouring engineering quantity is large, the reservoir is not suitable for special environments in high-cold and high-altitude areas, the construction period is long, and the concrete pouring quality is difficult to control; when the plane size of the reservoir is large (the length and the width are not less than 50 m), the engineering cost is high by adopting a reinforced concrete bottom plate and a reinforced concrete top plate due to the requirements of seepage prevention and heat preservation.
Disclosure of Invention
The invention aims to solve the technical problems of high construction cost and difficult control of construction quality of a large reservoir, and provides a semi-buried heat-insulation seepage-proofing reservoir which can meet the heat insulation requirements of high-cold high-altitude areas, solve the problems of high construction cost and difficult control of construction quality of the large reservoir, and ensure the safety and economy of the reservoir structure.
The invention is realized by the following technical scheme:
a semi-buried heat-preservation anti-seepage reservoir comprises a reservoir structure system, a heat-preservation system and an anti-seepage system; the water tank structure system comprises a cantilever type water retaining wall and a steel structure roof, wherein the cantilever type water retaining wall is used for forming the side wall of the water storage tank; the heat insulation system comprises a sandwich panel, and the sandwich panel extends from the outer surface of the steel structure roof to the outer side surface of the cantilever type water retaining wall; the anti-seepage system comprises an anti-seepage film which covers the wall and the bottom of the reservoir.
In this scheme, the cistern is partly buried the cistern, and the cantilever type breakwater is partly buried in the underground, buries the degree of depth more than or equal to design underground and freezes deeply, avoids the influence that severe cold district frozen soil brought. The water storage tank utilizes the cantilever type water retaining wall to form a water storage tank side wall, and is provided with the steel structure roof to form an integral water storage tank structure. A sandwich board is arranged on the outer surface of the reservoir structure, the sandwich board extends from the outer surface of the steel structure roof to the outer side surface of the cantilever type water retaining wall, the burial depth of the sandwich board is more than or equal to the designed freezing depth, and a heat insulation system of the reservoir is formed through the structural design of the sandwich board; and covering the wall and the bottom of the reservoir with an impermeable film to form an impermeable system of the reservoir.
Preferably, the barrier membrane is a HDPE barrier membrane.
As a further technical scheme of the invention, the reservoir seepage-proofing system also comprises an seepage-proofing pool bottom structure, the seepage-proofing pool bottom structure is sequentially provided with a plain soil layer, a sodium-based waterproof blanket layer and an seepage-proofing film from bottom to top, and the seepage-proofing capacity of the reservoir seepage-proofing system is further enhanced through the design of the seepage-proofing pool bottom structure.
As a further technical scheme, the water tank structure system of the water storage tank also comprises a plurality of in-tank steel columns which are arranged at the bottom of the water tank and used for supporting the steel structure roof, the burial depth of the in-tank steel columns is not less than the designed freezing depth, the influence caused by frozen soil in high and cold areas is avoided, the interval between the in-tank steel columns is 25-30 m, and the stability of the water storage tank structure is ensured by arranging the in-tank steel columns to support the steel structure roof.
Preferably, the steel column in the reservoir is provided with the anti-seepage layer, the anti-seepage layer covers the outer surface of the steel column and comprises a plastic layer, namely a fine sand layer, from outside to inside, a closed anti-seepage system is formed through the arrangement of the anti-seepage layer, the anti-seepage capability of the anti-seepage system of the reservoir is enhanced, the stability of the structure of the anti-seepage layer is enhanced through the arrangement of the fine sand layer, the plastic layer is prevented from deforming under the action of water pressure to influence the anti-seepage capability, and meanwhile, the anti-seepage layer is effectively fixed through the arrangement of the fine sand layer.
Preferably, a concrete coating layer is arranged at the bottom end of the plastic layer, the concrete coating layer is positioned below the bottom of the reservoir, and the bottom end of the plastic layer extends into the concrete coating layer; the plastic layer top is 20cm above the water storage level, and through the position setting of plastic layer, the bottom adopts the concrete cladding, improves the stability of plastic layer, and the top stretches out above the water storage level, forms closed system, has guaranteed the prevention of seepage ability.
Preferably, 20cm department at fine sand layer top sets up the sealing that is used for preventing the interior condensate water of cistern from getting into, and the sealing is from last to being down in proper order: the caulking paste, namely the asphalt hemp thread, prevents condensed water in the reservoir from entering through sealing the top of the fine sand layer, and ensures the seepage-proofing capability.
As a further technical scheme of the invention, the steel column in the pool also comprises an anti-seepage film, and the anti-seepage film wraps the plastic layer and is in hot melting connection with the plastic layer, so that the anti-seepage capability of an anti-seepage system is ensured.
As a further technical scheme of the invention, the impermeable membrane is provided with a reserved length of 5-10 cm at the turning position of the impermeable membrane and at the bottom of the reservoir at intervals of 10m, the influence of the impermeable membrane on the impermeable membrane due to the uneven settlement of the impermeable membrane adapting to the ground is ensured by the reserved length, and when the ground subsides, the impermeable membrane is covered by enough reserved length, so that the influence on the impermeable membrane due to the settlement is reduced.
As a further technical scheme of the invention, deformation joints are arranged at intervals of 20-30 m on the cantilever type water retaining wall, and the stability of the reservoir structure is ensured and the influence on the reservoir structure caused by deformation is reduced by the arrangement of the deformation joints.
Compared with the prior art, the invention has the following advantages and beneficial effects:
1. the invention relates to a semi-buried heat-preservation and seepage-proofing reservoir, and provides a heat-preservation and seepage-proofing reservoir structure which is low in construction cost, easy to control engineering quality, safe in structure and high in economical efficiency;
2. the semi-buried heat-preservation and seepage-proofing water storage tank ensures the stability of the water storage tank structure through the arrangement of the steel columns in the tank;
3. according to the semi-buried heat-insulation and seepage-proofing water storage tank, a closed and enclosed heat-insulation system is formed through the arrangement of the sandwich plates, so that the heat-insulation effect of the water storage tank is greatly improved;
4. according to the semi-buried heat-preservation and anti-seepage reservoir, the anti-seepage film is arranged, so that the production cost is greatly reduced on the premise of ensuring the anti-seepage capability of the reservoir;
5. the semi-buried heat-preservation anti-seepage reservoir forms enough reserved length coverage by arranging the reserved position of the anti-seepage film, and reduces the influence on the anti-seepage film due to sedimentation;
6. according to the semi-buried heat-preservation anti-seepage reservoir, the anti-seepage capability of an anti-seepage structure is guaranteed due to the design of the anti-seepage layer of the steel column in the reservoir, the stability of the anti-seepage layer of the steel column in the reservoir is guaranteed due to the design of the fine sand layer, and deformation of the anti-seepage layer caused by water pressure is avoided.
Drawings
The accompanying drawings, which are included to provide a further understanding of the embodiments of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention. In the drawings:
fig. 1 is a schematic diagram of the structure of a water reservoir of the present invention;
FIG. 2 is an enlarged view of the portion A in FIG. 1;
fig. 3 is a plan view of the reservoir of the present invention;
FIG. 4 is a schematic view of the structure of the steel columns in the pool of the present invention.
Reference numbers and corresponding part names:
1-cantilever type water retaining wall, 2-steel structure roof, 3-sandwich board, 4-impermeable film, 5-steel column in pool, 6-plain soil layer, 7-sodium-based waterproof blanket layer, 8-plastic layer, 9-fine sand layer, 10-caulking paste, 11-asphalt hemp thread and 12-deformation joint.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail below with reference to examples and accompanying drawings, and the exemplary embodiments and descriptions thereof are only used for explaining the present invention and are not meant to limit the present invention.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. However, it will be apparent to one of ordinary skill in the art that: it is not necessary to employ these specific details to practice the present invention. In other instances, well-known structures, circuits, materials, or methods have not been described in detail so as not to obscure the present invention.
Throughout the specification, reference to "one embodiment," "an embodiment," "one example," or "an example" means: the particular features, structures, or characteristics described in connection with the embodiment or example are included in at least one embodiment of the invention. Thus, the appearances of the phrases "one embodiment," "an embodiment," "one example" or "an example" in various places throughout this specification are not necessarily all referring to the same embodiment or example. Furthermore, the particular features, structures, or characteristics may be combined in any suitable combination and/or sub-combination in one or more embodiments or examples. Further, those of ordinary skill in the art will appreciate that the illustrations provided herein are for illustrative purposes and are not necessarily drawn to scale. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
In the description of the present invention, it is to be understood that the terms "front", "rear", "left", "right", "upper", "lower", "vertical", "horizontal", "high", "low", "inner", "outer", etc. indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and therefore, are not to be construed as limiting the scope of the present invention.
Examples
As shown in fig. 1-4, the invention relates to a semi-buried heat-preservation and seepage-proofing reservoir, which comprises a reservoir structure system, a heat-preservation system and a seepage-proofing system; the water pool structure system comprises a cantilever type water retaining wall 1 and a steel structure roof 2, wherein the cantilever type water retaining wall is used for forming the side wall of the water storage pool; the heat insulation system comprises a sandwich board 3, and the sandwich board 3 extends from the outer surface of the steel structure roof to the outer side surface of the cantilever type water retaining wall; the anti-seepage system comprises an anti-seepage film 4, and the anti-seepage film 4 covers the wall and the bottom of the reservoir.
In this scheme, the cistern is partly burying formula cistern, and cantilever type breakwater 1 partly buries in the underground, buries the degree of depth more than or equal to design underground and freezes deeply, avoids the influence that severe cold district frozen soil brought. This cistern utilizes cantilever type breakwater 1 to form the cistern lateral wall to set up steel construction room lid 2, form holistic cistern structure. A sandwich plate 3 is arranged on the outer surface of the reservoir structure, the sandwich plate 3 extends from the outer surface of the steel structure roof 2 to the outer side surface of the cantilever type water retaining wall 1, the burial depth of the sandwich plate 3 is more than or equal to the designed freezing depth, and a heat insulation system of the reservoir is formed through the structural design of the sandwich plate 3; and the impermeable membrane 4 is adopted to cover the wall and the bottom of the reservoir to form an impermeable system of the reservoir.
Preferably, the barrier membrane 4 is a HDPE barrier membrane.
As a further technical scheme of the invention, the reservoir seepage-proofing system also comprises an seepage-proofing pool bottom structure, the seepage-proofing pool bottom structure is sequentially provided with a plain soil layer 6, a sodium-based waterproof blanket layer 7 and an seepage-proofing film 4 from bottom to top, and the seepage-proofing capability of the reservoir seepage-proofing system is further enhanced through the design of the seepage-proofing pool bottom structure.
As a further technical scheme, the water tank structure system of the water storage tank also comprises a plurality of internal steel columns 5 which are arranged at the bottom of the water tank and used for supporting the steel structure roof, the burial depth of the internal steel columns 5 is not less than the designed freezing depth, the influence caused by frozen soil in high and cold areas is avoided, the intervals among the internal steel columns 5 are 25-30 m, and the steel structure roof 2 is supported by the internal steel columns 5, so that the stability of the water storage tank is ensured.
Preferably, the steel column 5 in the pool is provided with the anti-seepage layer, the anti-seepage layer covers the outer surface of the steel column and comprises a plastic layer 8-a fine sand layer 9 from outside to inside, a closed anti-seepage system is formed through the arrangement of the anti-seepage layer, the anti-seepage capability of the anti-seepage system of the reservoir is enhanced, the stability of the structure of the anti-seepage layer is enhanced through the arrangement of the fine sand layer 9, the plastic layer 8 is prevented from deforming under the action of water pressure to influence the anti-seepage capability, and effective fixation is formed at the same time.
Preferably, a concrete coating layer is arranged at the bottom end of the plastic layer 8, the concrete coating layer is positioned below the bottom of the reservoir, and the bottom end of the plastic layer 8 extends into the concrete coating layer; the top end of the plastic layer 8 is 20cm above the water storage level, the plastic layer 8 is arranged at the position, the bottom end of the plastic layer is coated with concrete, the stability of the plastic layer 8 is improved, the top end of the plastic layer extends out of the water storage level, a closed system is formed, and the anti-seepage capability is guaranteed.
Preferably, the 20cm department at 9 tops of fine sand layer sets up the sealing that is used for preventing the interior condensate water of cistern from getting into, and the sealing is from last to being down in proper order: the caulking paste 10, namely the asphalt hemp thread 11, prevents the condensed water in the reservoir from entering through sealing the top of the fine sand layer 9, and ensures the anti-seepage capability.
As a further technical scheme of the invention, the steel column in the pool also comprises an impermeable membrane 4, and the impermeable membrane 4 wraps the plastic layer 8 and is in hot-melt connection with the plastic layer 8, so that the impermeable capacity of an impermeable system is ensured.
As a further technical scheme of the invention, the impermeable membrane 4 is provided with a reserved length of 5-10 cm at the turning position of the impermeable membrane and at the bottom of the reservoir at intervals of 10m, the influence of the impermeable membrane 4 on the impermeable membrane 4 due to the uneven settlement of the ground can be ensured to be adapted to by the reserved length, and when the ground subsides, the impermeable membrane 4 is covered by enough reserved length, so that the influence on the impermeable membrane 4 due to the settlement is reduced.
As a further technical scheme of the invention, the cantilever type water retaining wall 1 is provided with deformation joints 12 at intervals of 20-30 m, and through the arrangement of the deformation joints 12, the stability of the reservoir structure is ensured, and the influence on the reservoir structure caused by deformation is reduced.
The above-mentioned embodiments are intended to illustrate the objects, technical solutions and advantages of the present invention in further detail, and it should be understood that the above-mentioned embodiments are merely exemplary embodiments of the present invention, and are not intended to limit the scope of the present invention, and any modifications, equivalent substitutions, improvements and the like made within the spirit and principle of the present invention should be included in the scope of the present invention.

Claims (10)

1. The utility model provides a partly bury formula heat preservation prevention of seepage cistern which characterized in that:
the reservoir comprises a reservoir structure system, a heat preservation system and an anti-seepage system;
the water pool structure system comprises a cantilever type water retaining wall (1) for forming a side wall of the water storage pool and a steel structure roof (2);
the heat insulation system comprises a sandwich board (3), wherein the sandwich board (3) extends from the outer side surface of the steel structure roof (2) to the outer side surface of the cantilever type water retaining wall (1);
the anti-seepage system comprises an anti-seepage film (4), and the anti-seepage film (4) covers the wall and the bottom of the reservoir.
2. A semi-buried insulating and impervious water reservoir according to claim 1, characterized in that said impervious film (4) is a HDPE impervious film.
3. The semi-buried heat-preservation and seepage-proofing water storage tank as claimed in claim 1, wherein the seepage-proofing system further comprises a seepage-proofing tank bottom structure, and the seepage-proofing tank bottom structure sequentially comprises a plain soil layer (6) -a sodium-based waterproof blanket layer (7) -a seepage-proofing film (4) from bottom to top.
4. The semi-buried heat-preservation and seepage-proofing water storage tank as claimed in claim 1, wherein the tank structure system further comprises a plurality of in-tank steel columns (5) arranged at the bottom of the tank and used for supporting the steel structure roof (2); the interval between the steel columns (5) in the pool is 25-30 m.
5. The semi-buried heat-insulation and anti-seepage water storage tank as claimed in claim 4, wherein the steel column (5) in the tank is provided with an anti-seepage layer, the anti-seepage layer covers the outer surface of the steel column (5) in the tank and comprises a plastic layer (8) -a fine sand layer (9) from outside to inside.
6. A semi-buried heat-insulating and seepage-proofing water storage tank as claimed in claim 5, characterized in that a concrete coating layer is arranged at the bottom end of the plastic layer (8), the concrete coating layer is positioned below the bottom of the water storage tank, and the bottom end of the plastic layer (8) is deep into the concrete coating layer; the top end of the plastic layer (8) is 20cm above the water storage level.
7. The semi-buried heat-preservation and seepage-proofing water storage tank according to claim 5, wherein a sealing part for preventing the entering of the condensed water in the water storage tank is arranged at the position 20cm away from the top of the fine sand layer, and the sealing parts are sequentially from top to bottom: caulking paste (10) -asphalt hemp thread (11).
8. The semi-buried heat-insulating and anti-seepage water storage tank as claimed in claim 5, wherein the steel column (5) in the tank further comprises an anti-seepage film (4), and the anti-seepage film (4) wraps the plastic layer (8) and is in hot-melt connection with the plastic layer (8).
9. The semi-buried heat-preservation and seepage-proofing water storage tank as claimed in any one of claims 1 to 8, wherein the seepage-proofing membrane (4) is provided with a reserved length of 5-10 cm at the turning part of the seepage-proofing membrane (4) and at the bottom of the water storage tank at intervals of 10 m; the reserved length is used for adapting to the influence of the ground uneven settlement on the impermeable membrane (4).
10. The semi-buried heat-preservation and seepage-proofing water storage tank as claimed in claim 1, wherein deformation joints (12) are arranged at intervals of 20-30 m on the cantilever type water retaining wall (1).
CN202011090614.5A 2020-10-13 2020-10-13 Semi-buried heat-preservation anti-seepage reservoir Pending CN112049193A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011090614.5A CN112049193A (en) 2020-10-13 2020-10-13 Semi-buried heat-preservation anti-seepage reservoir

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011090614.5A CN112049193A (en) 2020-10-13 2020-10-13 Semi-buried heat-preservation anti-seepage reservoir

Publications (1)

Publication Number Publication Date
CN112049193A true CN112049193A (en) 2020-12-08

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Application Number Title Priority Date Filing Date
CN202011090614.5A Pending CN112049193A (en) 2020-10-13 2020-10-13 Semi-buried heat-preservation anti-seepage reservoir

Country Status (1)

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CN (1) CN112049193A (en)

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