CN111852142A - Steel structure water storage tank - Google Patents

Steel structure water storage tank Download PDF

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Publication number
CN111852142A
CN111852142A CN202010799851.2A CN202010799851A CN111852142A CN 111852142 A CN111852142 A CN 111852142A CN 202010799851 A CN202010799851 A CN 202010799851A CN 111852142 A CN111852142 A CN 111852142A
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CN
China
Prior art keywords
water storage
storage tank
plate
wallboard
steel structure
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Pending
Application number
CN202010799851.2A
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Chinese (zh)
Inventor
汤树林
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Individual
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Individual
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Priority to CN202010799851.2A priority Critical patent/CN111852142A/en
Publication of CN111852142A publication Critical patent/CN111852142A/en
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    • 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
    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

The invention relates to a steel structure water storage tank, and belongs to the technical field of agricultural irrigation. The invention mainly overcomes the defects in the prior art and provides a steel structure water storage tank which is formed by splicing a plurality of wall plate assemblies and connecting plates, wherein each wall plate assembly comprises a plurality of vertically arranged single-layer wall plate units and transverse connecting plates for connecting the single-layer wall plate units, and each single-layer wall plate unit comprises a plurality of horizontally arranged wall plates and vertical connecting plates for connecting the wall plates. According to the invention, the wall plate and the ground are connected through the first embedded part, so that the wall plate and the ground form a whole, the force of water in the tank is decomposed, the stability of the tank body is improved, the tearing risk caused by the increase of the wall surface pressure absolute value due to the increase of the wall surface pressure due to the increase of the wall surface is solved, the problem that the volume of the tank body is limited due to the increase of the connecting tension force caused by the risk is solved, and the volume of the tank body can be infinitely increased without.

Description

Steel structure water storage tank
Technical Field
The invention relates to a steel structure water storage tank, and belongs to the technical field of agricultural irrigation.
Background
In some regions with abundant land resources and various land structures, the water resources in the regions are abundant, but unbalanced in regional distribution, and the seasonal imbalance of the water resources is caused due to the change of the climate in four seasons, so that the serious imbalance of water in time and space is caused. In actual irrigation, agricultural irrigation is centralized in region and time, and water resources are sufficient and water flows off in a white state when irrigation is not needed; during the peak period of irrigation water, water resources are often deficient, and at the moment, water is concentrated, and even water contention occurs. Thus requiring large tanks or reservoirs to store the water in rainy seasons for irrigation at other times. The existing water storage reservoir has the defects of high manufacturing cost, large evaporation capacity, ground leakage and the like, and the existing liquid storage reservoir cannot make the volume large and always has limited reserve due to the restriction of wall surface pressure, so that water resources are still deficient during the peak time of water consumption.
Disclosure of Invention
The invention mainly overcomes the defects in the prior art, and provides a novel water storage device which is not limited by wall pressure and can infinitely increase the volume, and the novel water storage device is used for solving the unbalance of water in time and space.
The technical scheme provided by the invention for solving the technical problems is as follows: the utility model provides a steel construction water storage tank, this water storage tank is formed by a plurality of wallboard subassembly and connecting plate concatenation, the wallboard subassembly includes the individual layer wallboard unit of a plurality of vertical layout and the transverse connection board that is used for connecting individual layer wallboard unit, individual layer wallboard unit includes the wallboard of a plurality of horizontal layout and the vertical connection board that is used for connecting the wallboard.
The technical scheme is that the wallboard component is provided with a supporting component, a triangular support is arranged behind a single wallboard, and a truss girder structure support is arranged on the main girder wallboard.
The further technical scheme is that the supporting component comprises a bottom plate and a triangular supporting frame fixed on the bottom plate, and the side face of the triangular supporting frame is fixed on the outer side face of the wallboard component or the connecting plate.
The technical scheme is that the connecting plate is provided with an A-type wallboard assembly, the A-type wallboard assembly comprises a fixing plate and an A-type supporting frame fixed on the fixing plate, and the end face of the A-type supporting frame is fixed on the connecting plate.
The further technical scheme is that first embedded parts are arranged at the bottoms of the bottom plates.
The further technical scheme is that a second embedded part is arranged at the bottom of the fixing plate.
The further technical scheme is that springs are arranged between the triangular support frame and the wallboard assembly and between the A-shaped support frame and the connecting plate.
The further technical scheme is that a peripheral tank is further arranged on the periphery of the water storage tank, and fillers are arranged among the peripheral tank, the wallboard component and the connecting plate.
The further technical scheme is that a third embedded part is arranged at the bottom of the peripheral tank.
The technical scheme is that the contact surfaces of the wallboard, the connecting plate, the transverse connecting plate and the vertical connecting plate are all subjected to friction treatment.
The invention has the following beneficial effects:
1. the invention can be movably disassembled, is convenient to assemble and transport. The installation is not limited by the terrain, and the space can be reasonably utilized according to local conditions;
2. the connection parts are designed in a concave-convex mode, combination is better, a friction process is used, the friction force between the wallboards is increased, the friction surface is stressed preferentially, and the stress of the connection bolts is decomposed;
3. the arrangement of the transverse and longitudinal connecting plates strengthens the overall strength of the wall body, has better stability and meets the use requirement of a larger water storage tank;
4. the embedded parts are connected with the ground, so that the wallboard and the ground form a whole, the force of water in the tank is decomposed, and the stability of the tank body is improved;
5. the conventional supporting component who sets up behind the conventional wallboard effectively decomposes wallboard pressure, and the guiding mechanism of supporting component setting in time monitors the atress condition, can adjust the wallboard according to the pressurized condition simultaneously.
6. The petal-shaped structural design can observe and correct the displacement of the wall plate in time.
7. The high strength truss triangular supports that set up behind the connection wallboard, when conventional supporting component became invalid, the triangular supports still supported whole pressure as last guarantee, avoided the risk of exploding the jar.
8. The packing compaction between outer cofferdam and the inner tank effectively with inner tank and outer jar soft connection, reduces the pressure-bearing of connecting portion, supports further the reinforcement to the inner tank, and balanced interior pressure improves jar body overall stability, increases service life.
9. Receive peripheral steel sheet restriction, form firm whole after outer cofferdam and the interior inter-tank filler compaction, make the outer strength homodisperse of inner tank to peripheral weir, transmit to cofferdam earth anchor until underground, reduce the inside and outside pressure differential of jar as far as, including gravity and the frictional force that filler self weight produced, make the inner tank more difficult to break through, prevent to explode the jar.
10. The dual function of inner tank support and cofferdam is with inner tank pressure transfer to the underground, makes the wallboard atress hardly, and the water pitcher volume no longer receives the restriction of wall pressure, can infinitely enlarge the volume.
11. For regulating the water imbalance in time and space.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic top view of the present invention;
FIG. 3 is a schematic structural view of the support assembly;
FIG. 4 is a schematic structural view of a wall panel assembly;
FIG. 5 is a schematic view of the engagement between wall panels;
FIG. 6 is a schematic view of the engagement between one side of the wall panel and the connection plate;
FIG. 7 is a schematic view showing the engagement between the connection plates at the two sides of the wall panel;
figure 8 is a schematic structural view of a type a wallboard assembly.
Detailed Description
The present invention will be further described with reference to the following examples and the accompanying drawings.
As shown in fig. 1 and 2, the steel structure water storage tank of the invention is formed by splicing a plurality of wall plate assemblies 1 and connecting plates 2, wherein each wall plate assembly 1 comprises a plurality of vertically arranged single-layer wall plate units and a transverse connecting plate 7 for connecting the single-layer wall plate units, and the transverse connecting plate 7 is connected between an upper single-layer wall plate unit and a lower single-layer wall plate unit through bolts to play roles of connection and fixation and wall body reinforcement; the individual layer wallboard unit includes wallboard 8 and the vertical connecting plate 9 that is used for connecting wallboard 8 of a plurality of transverse arrangement, vertical connecting plate 9 passes through bolted connection about between two wallboards 8, also plays the effect of connection fixation and wall body enhancement.
In the embodiment shown in fig. 3, a plurality of supporting assemblies 3 are disposed on the wall panel assembly 1, wherein the supporting assemblies 3 are fixed on the wall panel 8 in the transverse direction, each supporting assembly 3 includes a bottom plate 4 and a triangular supporting frame 5 fixed on the bottom plate 4, and the side surface of the triangular supporting frame 5 is fixed on the outer side surface of the wall panel assembly 1 or the connecting plate 2.
In order to further improve the stability of the water storage tank in this embodiment, as shown in fig. 3, it is preferable that the bottom of the bottom plate 4 is provided with a first embedded part 6, that is, concrete is cured on the lower part of the bottom plate 4, and then the first embedded part 6 is fastened in the cured concrete, so as to further improve the connection strength.
In this embodiment, an a-type wallboard assembly (as shown in fig. 8) is disposed on the connecting plate 2, the a-type wallboard assembly includes a fixing plate 10 and an a-type supporting frame 11 fixed on the fixing plate 10, an end surface of the a-type supporting frame 11 is fixed on the connecting plate 2, and a second embedded part 12 is disposed at a bottom of the fixing plate 10.
In this embodiment, all be equipped with the spring between triangle-shaped support frame 5 and wallboard subassembly 1, between A type support frame 11 and the connecting plate 2, can adjust the thrust to the wallboard of triangle-shaped support like this according to the dress water condition.
In this embodiment, a support member 3 is provided on the outer side of each wall panel 8 in the lateral direction, and an a-type wall panel member is provided on the outer side of each connecting plate 2, so that the strength of the connecting plate 2 can ensure the strength of the entire tank body even when the wall panel 8 fails.
On the basis of this embodiment, in order to improve the connection strength, the two wall panels 8 may also be connected by press-fitting, and the fitting manner is as shown in fig. 4.
As shown in fig. 6, one side of the wall plate 8 is connected by a transverse connecting plate 7 and a vertical connecting plate 9, and the transverse connecting plate 7, the vertical connecting plate 9 and the wall plate 8 are connected in an occlusion manner, which is not limited to concave-convex, tooth-shaped, trapezoidal and the like.
As shown in fig. 7, two sides of the wall plate 8 are connected by the transverse connecting plate 7 and the vertical connecting plate 9, and the transverse connecting plate 7 and the vertical connecting plate 9 are connected with the wall plate 8 by occlusion.
As shown in fig. 1 and 2, on the basis of the present embodiment, a preferred technical solution is that an outer tank 13 is further disposed at the periphery of the water storage device, and fillers are disposed between the outer tank 13 and the wall plate assembly 1 and the connecting plate 2, and are compacted by the fillers, so that the outer tank 13 and the inner water storage device are connected into a whole, the wall plate stress of the water storage device is decomposed, and the supporting structure is compacted, so that the overall strength is improved, and the risk of tank explosion is avoided.
Further improving the pressure bearing capacity, preferably, the bottom of the peripheral tank 13 is provided with a third embedded part.
Wherein in order to improve joint strength, consequently, wallboard, connecting plate 2, transverse connection board 7, vertical connecting plate 9's contact surface all carries out friction treatment, increases board and board connection position frictional force, and the interlock is changeed, improves joint strength.
Although the present invention has been described with reference to the above embodiments, it should be understood that the present invention is not limited to the above embodiments, and those skilled in the art can make various changes and modifications without departing from the scope of the present invention.

Claims (10)

1. The utility model provides a steel construction water storage tank, its characterized in that, this water storage tank is formed by a plurality of wallboard subassembly (1) and connecting plate (2) concatenation, wallboard subassembly (1) includes the individual layer wallboard unit of a plurality of vertical layout and transverse connection board (7) that are used for connecting individual layer wallboard unit, individual layer wallboard unit includes wallboard (8) of a plurality of horizontal layout and vertical connection board (9) that are used for connecting wallboard (8).
2. A steel structural water storage tank according to claim 1, characterized in that said wall panel assembly (1) is provided with a plurality of support assemblies (3).
3. A water storage tank of steel structure as claimed in claim 2, characterized in that said supporting component (3) comprises a bottom plate (4) and a triangular supporting frame (5) fixed on said bottom plate (4), the side of said triangular supporting frame (5) is fixed on the outer side of said wall plate component (1) or connecting plate (2).
4. A steel structure water storage tank according to claim 3, characterized in that the bottom of the bottom plate (4) is provided with a first embedded part (6).
5. A steel structure water storage tank according to claim 2, characterized in that an A-type wallboard assembly is arranged on the connecting plate (2), the A-type wallboard assembly comprises a fixing plate (10) and an A-type supporting frame (11) fixed on the fixing plate (10), and the end face of the A-type supporting frame (11) is fixed on the connecting plate (2).
6. A water storage tank of steel structure according to claim 5, characterized in that the bottom of the fixing plate (10) is provided with a second embedded part (12).
7. A water storage tank of steel structure according to claim 5, characterized in that springs are arranged between the triangular support frame (5) and the wall plate assembly (1) and between the A-shaped support frame (11) and the connection plate (2).
8. A steel structure water storage tank according to claim 5, characterized in that the periphery of the water storage tank is further provided with a peripheral tank (13), the peripheral tank (13) is fixed on the bottom plate (4) and the fixing plate (10), and fillers are arranged between the peripheral tank (13) and the wall plate assembly (1) and the connecting plate (2).
9. A steel structure water storage tank according to claim 8, characterized in that the bottom of said peripheral tank (13) is provided with a third embedded part.
10. A water storage tank of steel structure according to claim 1, characterized in that the contact surfaces of the wall plate, the connecting plate (2), the transverse connecting plate (7) and the vertical connecting plate (9) are all subjected to friction treatment.
CN202010799851.2A 2020-08-11 2020-08-11 Steel structure water storage tank Pending CN111852142A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010799851.2A CN111852142A (en) 2020-08-11 2020-08-11 Steel structure water storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010799851.2A CN111852142A (en) 2020-08-11 2020-08-11 Steel structure water storage tank

Publications (1)

Publication Number Publication Date
CN111852142A true CN111852142A (en) 2020-10-30

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Application Number Title Priority Date Filing Date
CN202010799851.2A Pending CN111852142A (en) 2020-08-11 2020-08-11 Steel structure water storage tank

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CN (1) CN111852142A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103723395A (en) * 2014-01-08 2014-04-16 贵州盘江煤层气开发利用有限责任公司 Coal bed gas fracture assembled type water storage tank
CN104854002A (en) * 2012-12-12 2015-08-19 绿源水私人有限公司 Modular tanks
CN107840024A (en) * 2017-10-29 2018-03-27 江苏众凯环保科技有限公司 Buried resistance to compression two-compartment oil tank
JP2018178546A (en) * 2017-04-13 2018-11-15 株式会社安部日鋼工業 Construction method of steel tank integrated with concrete wall
CN110778167A (en) * 2019-10-24 2020-02-11 江苏恒泰泳池科技股份有限公司 Steel plate type assembled swimming pool
CN210504062U (en) * 2019-07-10 2020-05-12 河南实荣筒仓工程有限公司 Steel silo with cone hopper

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104854002A (en) * 2012-12-12 2015-08-19 绿源水私人有限公司 Modular tanks
CN103723395A (en) * 2014-01-08 2014-04-16 贵州盘江煤层气开发利用有限责任公司 Coal bed gas fracture assembled type water storage tank
JP2018178546A (en) * 2017-04-13 2018-11-15 株式会社安部日鋼工業 Construction method of steel tank integrated with concrete wall
CN107840024A (en) * 2017-10-29 2018-03-27 江苏众凯环保科技有限公司 Buried resistance to compression two-compartment oil tank
CN210504062U (en) * 2019-07-10 2020-05-12 河南实荣筒仓工程有限公司 Steel silo with cone hopper
CN110778167A (en) * 2019-10-24 2020-02-11 江苏恒泰泳池科技股份有限公司 Steel plate type assembled swimming pool

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Application publication date: 20201030

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