CN220077378U - Frame type combined earthing tank group - Google Patents
Frame type combined earthing tank group Download PDFInfo
- Publication number
- CN220077378U CN220077378U CN202320839687.2U CN202320839687U CN220077378U CN 220077378 U CN220077378 U CN 220077378U CN 202320839687 U CN202320839687 U CN 202320839687U CN 220077378 U CN220077378 U CN 220077378U
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- frame
- tank
- prefabricated
- prefabrication
- earthing
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- 238000009417 prefabrication Methods 0.000 claims abstract description 51
- 239000002689 soil Substances 0.000 claims abstract description 38
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 30
- 230000001681 protective effect Effects 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 9
- 239000004744 fabric Substances 0.000 claims description 8
- 238000001914 filtration Methods 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims description 4
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 10
- 238000004519 manufacturing process Methods 0.000 abstract description 7
- 230000008595 infiltration Effects 0.000 description 6
- 238000001764 infiltration Methods 0.000 description 6
- 238000001125 extrusion Methods 0.000 description 4
- 239000003673 groundwater Substances 0.000 description 4
- 238000002791 soaking Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000001704 evaporation Methods 0.000 description 2
- 230000008020 evaporation Effects 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 230000003044 adaptive effect Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001012 protector Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
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Abstract
The utility model discloses a frame type combined-row earthing tank set, wherein a tank body is arranged in a tank protection prefabricated frame, the tank protection prefabricated frame is arranged in a frame prefabricated frame, soil is filled in adjacent tank protection prefabricated frames and gaps between the tank protection prefabricated frame and the frame prefabricated frame, earthing of the tank set is completed, soil digging and building of the tank body are not needed, the tank protection prefabricated frame and the frame prefabricated frame are produced through prefabrication, the construction period is shortened, the production cost is reduced, the frame prefabricated frame is connected with the tank protection prefabricated frame through a connecting structure, the tank protection prefabricated frame close to the tank body is connected and pulled by the frame prefabricated frame and the other tank protection prefabricated frames to form a combined-row structure, and the tank protection prefabricated frame is prevented from tilting and extruding the tank body towards the tank body due to earthquakes, frost heaving and the like, so that the tank body is stored more safely and reliably.
Description
Technical Field
The utility model belongs to the field of earthing tanks, and particularly relates to a frame type combined earthing tank group.
Background
The oil storage tank is covered with soil which is not irradiated by ultraviolet rays, the external environment influence is small, the evaporation loss of oil products can be effectively reduced, the safety fire prevention of the storage tank and the stability of the quality of the stored oil products are benefited, and as the sealing property of the oil tank chamber of the oil storage tank is good, the top and the periphery of the oil tank chamber of the oil storage tank are covered with soil with the thickness of not less than 0.5m, so that the temperature in the tank chamber is relatively stable, the influence of the atmospheric environment temperature is small, the small breath evaporation loss of the oil tank is favorable for reducing, the deterioration of the oil products is delayed, the oil tank chamber can be well occupied and basic grain fields, the oil tank chamber protection body (shelter) has certain empty hidden protection capability, is relatively safe, can be basically coordinated with the surrounding topography after being built, has certain protection capability, can resist attack of enemy to a certain extent, and can prevent the oil products from flowing after the oil tank explodes due to fire, and the influence degree on adjacent oil tanks is lightened.
However, the protection body established by the earthing tank is inclined wholly to collapse due to the fact that the groundwater level rises after earthing, the accumulated water soaks the environment of the wall body for a long time, the foundation deforms, surrounding soil layers are frozen and extruded, earthquakes and the like, the existing protection body is not inclined, rigid extrusion is generated on the tank body when the protection body is inclined towards the tank body, potential safety hazards are not small, the earthing tank is required to be excavated for building the protection body, the construction period is long, the construction cost of the earthing vertical oil tank is generally 1.5-1.7 times that of the ground oil tank, the earth and stone excavation filling amount is generally 3.5-4.5 times that of the oil tank capacity, and therefore the construction cost is improved, particularly for earthing tank groups, the construction period and the construction cost are further increased, and meanwhile, the prior art needs to be further improved and improved.
Disclosure of Invention
The present utility model provides a frame-type in-line earthing tank set to at least solve or alleviate one or more technical problems in the prior art, or at least provide a beneficial option.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a frame-type allies oneself with arranges earthing tank group, includes prefabricated frame, prefabricated frame includes peripheral frame prefabrication frame and inside protects a jar prefabrication frame, and adjacent protects a jar prefabrication frame and frame prefabrication frame and pass through connection structure and connect, and the jar body sets up in protecting a jar prefabrication frame, adjacent protect a jar prefabrication frame and protect the clearance space filling soil between a jar prefabrication frame and the frame prefabrication frame, accomplish the earthing operation of tank group.
Above-mentioned structure, with the jar body setting protect jar prefabrication frame in, protect jar prefabrication frame and set up in the frame prefabrication frame, be adjacent protect jar prefabrication frame and protect the clearance space filling soil between jar prefabrication frame and the frame prefabrication frame, accomplish the earthing of jar group, need not dig the soil and build the protector, protect jar prefabrication frame and frame prefabrication frame and pass through prefabricated production, reduce construction cycle, reduce manufacturing cost, the frame prefabrication frame passes through connection structure with protecting jar prefabrication frame and is connected by frame prefabrication frame and other jar prefabrication frame and pulls, form and allies oneself with row's structure, prevent to protect jar prefabrication frame at reasons such as earthquake or soil layer frost heaving towards jar body and empty the extrusion jar body, make jar body storage safer and more reliable.
In a preferred implementation, the side frame prefabricated frame comprises prefabricated wall panels, and a plurality of prefabricated wall panels are connected to form a square frame with an opening on the top.
The prefabricated wallboard is spliced to form the direction frame with the upper opening, after the frame prefabricated frame is covered with soil, the soil layer is not in direct contact with the ground, so that potential safety hazards of ponding soaking of the protective tank prefabricated frame caused by rising of groundwater to the soil layer are reduced.
In a preferred implementation manner, the shape of the protective tank pre-fabricated frame is adapted to the shape of the tank body, a gap exists between the protective tank pre-fabricated frame and the tank body, and the gap is filled with a light buffer material.
And a gap between the protective tank prefabricated frame and the tank body is filled with a light buffer material, so that the protective tank prefabricated frame is further prevented from rigidly contacting with the tank body.
In a preferred implementation, the lightweight cushioning material is river sand.
River sand is used as a buffer material, so that the cost can be reduced.
In a preferred implementation, the connection structure includes a connection frame and a connection post, the connection frame being provided on the frame pre-fabricated frame and the protective tank pre-fabricated frame, and the connection post being connected to the opposite connection frame.
The connection structure sets up to link and spliced pole, and the link of metal can dismantle the connection at the prefabricated frame of concrete material and protect a jar prefabricated frame, thereby set up the spliced pole between the relative link and make the prefabricated frame of frame and protect a jar prefabricated frame restriction traction each other, and the distance keeps fixedly, prevents to protect a jar prefabricated frame to topple over towards the jar body and design more reasonable.
In a preferred implementation manner, the cross section of the connecting frame is U-shaped, and a plurality of connecting columns are arranged between the opposite connecting frames at intervals.
The spliced pole corresponds the height that protects a jar prefabricated frame, and the interval sets up between relative link, makes a jar prefabricated frame be limited in not co-altitude, prevents empting the effect better.
In a preferred implementation, the soil treatment device further comprises a drainage structure arranged in the frame pre-fabricated frame and used for draining water in soil out of the frame pre-fabricated frame.
Through setting up the drainage structures with the interior moisture of frame prefabrication frame, the prefabricated frame of discharge frame prevents that soil layer frost heaving or ponding from soaking the wall body thereby destroys the intensity of protecting jar prefabrication frame.
In a preferred implementation mode, the drainage structure comprises a drainage pipe plate, a plurality of water seepage holes are formed in the surface of the drainage pipe plate, a plurality of drainage pipes are arranged in the drainage pipe plate, the water seepage holes correspond to the drainage pipe, and water in soil passes through the water filtering cloth and then enters the water seepage holes and is discharged through the drainage pipes.
The drain pipe board of drainage structure sets up in the prefabricated frame bottom of frame, and the infiltration hole is offered to drain pipe board surface, and the surface lays drainage cloth then carries out earthing, lets through the drainage cloth and gets into the infiltration hole when infiltration under the moisture in the soil, finally discharges through the drain pipe to reduce the moisture in the soil, make the prefabricated frame of protective tank safer and more reliable.
In a preferred implementation mode, the frame prefabricated frame is provided with a drain hole, and the drain pipe is communicated with the drain hole.
The frame prefabricated frame is provided with the drain hole, the drain pipe is connected with the drain hole, water seepage in the drain pipe is discharged through the drain hole, and the structural design is more reasonable
The structure has the following beneficial effects:
1. the soil digging and building protection body is not needed, the prefabricated tank protecting frame and the prefabricated frame of the frame are produced in a prefabricated mode, the construction period is shortened, and the production cost is reduced.
2. The frame prefabricated frame is connected with the protective tank prefabricated frame through the connecting structure, so that the protective tank prefabricated frame close to the tank body is connected and pulled by the frame prefabricated frame and other protective tank prefabricated frames to form a row structure, the protective tank prefabricated frame is prevented from tilting and extruding the tank body towards the tank body due to earthquake or frost heaving of soil layers and the like, and the tank body is stored more safely and reliably.
3. The drain pipe board of drainage structure is laid in frame prefabrication frame bottom, and the infiltration hole is seted up on drain pipe board surface, and the surface lays drainage cloth then carries out earthing, lets in the infiltration hole through the drainage cloth when infiltration under the moisture in the soil, finally discharges through the drain pipe to reduce the moisture in the soil, make the prefabricated frame of protective tank safer and more reliable.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the utility model and do not constitute a limitation on the utility model. In the drawings:
FIG. 1 is a schematic perspective view of an exemplary embodiment of the present utility model;
FIG. 2 is a schematic top view of an exemplary embodiment of the present utility model;
FIG. 3 is a schematic perspective view showing an exemplary embodiment of a water discharge tube panel according to the present utility model;
FIG. 4 is a schematic perspective view of an exemplary embodiment of a connecting column according to the present utility model;
description of the reference numerals:
1. prefabricating a frame; 10. a frame prefabrication frame; 100. prefabricating wallboard; 101. a drain hole; 11. a protective tank prefabrication frame;
2. a tank body; 20. a gap;
3. a connection structure; 30. a connecting frame; 31. a connecting column;
4. a drainage structure; 40. a water discharge pipe plate; 400. water seepage holes; 401. a drain pipe; 41. and (5) water filtering cloth.
Detailed Description
Hereinafter, only certain exemplary embodiments are briefly described. As will be recognized by those of skill in the pertinent art, the described embodiments may be modified in various different ways without departing from the spirit and scope of the present utility model. Accordingly, the drawings and description are to be regarded as illustrative in nature and not as restrictive.
First, the technical idea of the technical proposal disclosed by the utility model is explained.
Under the earthquake action, if the structure and the earthquake-proof design are unreasonable, the earthing oil tank is easy to damage, so that the oil in the container flows outwards, and secondary disasters such as environmental pollution, fire disaster, explosion and the like are caused. The protection body established by the existing earthing tank set is directly contacted with the soil layer, the soil layer is seriously affected by the environment, the wet environment and the cold weather are met, the wet soil layer is easy to frost heave to generate larger extrusion force on the protection body, the bottom of the soil layer is contacted with the ground, the ground water level rises to enable the foundation of the protection body to be soaked for a long time, after a period of time, the strength of the protection body is reduced, if the soil layer is subjected to earthquake, the foundation subsides, the whole protection body is easy to incline until collapse, the tank body is extruded, and the potential safety hazard is not small.
In addition, the earthing tank needs to be excavated and laid, the construction period is long, and if the underground water level is higher, special waterproof treatment is needed for the tank room and the oil tank, so that the manufacturing cost is increased.
In view of the foregoing problems of the prior art, the present utility model will be described with reference to the drawings.
The scheme adopted is as follows:
as shown in fig. 1-4, the utility model provides a frame type combined row earthing tank group, which comprises a prefabricated frame 1, wherein the prefabricated frame 1 comprises a peripheral frame prefabricated frame 10 and an internal tank protection prefabricated frame 11, and a tank body 2 is arranged in the tank protection prefabricated frame 11.
The frame prefabrication frame 10 includes prefabricated wallboard 100, and a plurality of prefabricated wallboards 100 connect and form above open-ended square frame, and prefabricated wallboard 100 adopts current prefabricated plate mosaic structure, and adjacent protects a jar prefabrication frame 11 and protects clearance 20 space fill soil between jar prefabrication frame 11 and the frame prefabrication frame 10, accomplishes the earthing operation of tank group, does not need to dig the soil body of protecting, protects a jar prefabrication frame 11 and frame prefabrication frame 10 frame and through prefabrication production, reduces construction period, reduction in production cost.
As shown in fig. 1, the prefabricated wall panels 100 are connected to form an upper open directional frame, the soil layer is not in direct contact with the ground, and potential safety hazards of ponding soaking of the protective tank prefabricated frame 11 caused by rising of groundwater to the soil layer are reduced. The shape of the tank protection prefabricated frame 11 is matched with the shape of the tank body 2, a gap 20 exists between the tank protection prefabricated frame 11 and the tank body 2, a light buffer material is filled in the gap 20, and the light buffer material is selected from river sand with low cost, so that the tank protection prefabricated frame 11 is prevented from rigidly contacting with the tank body 2.
Adjacent protective tank prefabrication frames 11 and frame prefabrication frames 10 are connected through connection structure 3, and jar body 2 sets up in protective tank prefabrication frame 11, makes the protective tank prefabrication frame 11 that is close to jar body 2 draw by frame prefabrication frame 10 and other protective tank prefabrication frames 11 connection, forms the row structure, prevents to protect jar prefabrication frame 11 at reasons such as earthquake or soil layer frost heaving towards jar body 2 topple over extrusion jar body 2, makes jar body 2 storage safe and reliable more.
The concrete implementation mode of the connection structure 3 is as shown in fig. 1 and 2, the connection structure 3 comprises a connection frame 30 and connection columns 31, the connection frames 30 are arranged on the frame prefabricated frames 10 and the tank protection prefabricated frames 11, the connection columns 31 are connected with the opposite connection frames 30, the connection columns 31 are arranged between the opposite connection frames 30, so that the frame prefabricated frames 10 and the tank protection prefabricated frames 11 are mutually limited and pulled, the distance is kept fixed, the tank protection prefabricated frames 11 are prevented from toppling towards the tank body 2, the connection columns 31 correspond to the height of the tank protection prefabricated frames 11, the intervals are arranged between the opposite connection frames 30, the tank protection prefabricated frames 11 are limited at different heights, and the toppling prevention effect is better.
In order to prevent the rainwater from making the water content of the soil layer large, the soil layer is frozen and swelled or the accumulated water is soaked in the wall body, so that the strength of the tank protection prefabricated frame 11 is damaged. According to fig. 2, the drainage structure 4 is arranged in the frame prefabricated frame 10, the specific implementation mode of the drainage structure 4 is as shown in fig. 3, the drainage structure 4 comprises a drainage pipe plate 40, the drainage pipe plate 40 is also manufactured in a prefabricated mode, the shape of the drainage pipe plate is adaptive to the gap 20 space between the frame prefabricated frame 10 and the protective tank prefabricated frame 11, a plurality of water seepage holes 400 are formed in the surface of the drainage pipe plate 40, a plurality of water seepage pipes 401 are arranged in the drainage pipe plate 40, the water seepage holes 400 are arranged corresponding to the water seepage pipes 401, water in soil passes through the water filtration cloth 41 and then enters the water seepage holes 400, the drainage holes 101 are formed in the frame prefabricated frame 10, the water seepage pipes are connected with the drainage holes 101, water seepage in the drainage pipes is discharged through the drainage holes 101, only one drainage hole 101 is illustrated in the figure, and the number of the drainage holes 101 can correspond to the water seepage pipes 401 in the drainage pipe plate 40, and the structural design is more reasonable.
The utility model can be realized by adopting or referring to the prior art at the places which are not described in the utility model.
The foregoing is merely illustrative of the present utility model, and the present utility model is not limited thereto, and any person skilled in the art will readily recognize that various modifications and substitutions are possible within the scope of the present utility model. Therefore, the protection scope of the utility model is subject to the protection scope of the claims.
Claims (9)
1. The utility model provides a frame-type allies oneself with arranges earthing tank group, its characterized in that, includes prefabricated frame, prefabricated frame includes peripheral frame prefabrication frame and inside protects a jar prefabrication frame, and adjacent jar prefabrication frame and frame prefabrication frame pass through connection structure and connect, and the jar body sets up in protecting a jar prefabrication frame, adjacent protect a jar prefabrication frame and protect the clearance space fill soil between jar prefabrication frame and the frame prefabrication frame, accomplish the earthing operation of tank group.
2. A framed, in-line earthing tank assembly as in claim 1, wherein the border prefabricated frame comprises prefabricated wall panels, a plurality of the prefabricated wall panels being connected to form an open-top square frame.
3. The frame type combined earthing tank set according to claim 1, wherein the shape of the tank protection prefabricated frame is matched with the shape of the tank body, a gap exists between the tank protection prefabricated frame and the tank body, and the gap is filled with light buffer materials.
4. A framed in-line earthing tank set as in claim 3, wherein the lightweight cushioning material is river sand.
5. The frame-type combined earthing tank set according to claim 1, wherein the connecting structure comprises a connecting frame and a connecting column, the connecting frame is arranged on the frame prefabricated frame and the protective tank prefabricated frame, and the connecting column is connected with the opposite connecting frame.
6. The frame type combined row earthing tank set according to claim 5, wherein the cross section of the connecting frames is U-shaped, and a plurality of connecting columns are arranged between the opposite connecting frames at intervals.
7. A framed, linked, earthing tank assembly as in claim 1, further comprising a drainage structure disposed within the perimeter prefabrication frame for draining moisture from the soil out of the perimeter prefabrication frame.
8. The frame type combined drainage earthing tank set of claim 7, wherein the drainage structure comprises a drainage pipe plate, a plurality of water seepage holes are formed in the surface of the drainage pipe plate, a plurality of drainage pipes are arranged in the drainage pipe plate, the water seepage holes are arranged corresponding to the drainage pipes, and water in soil enters the water seepage holes after passing through the water filtering cloth and is discharged through the drainage pipes.
9. A framed, lined earthing tank assembly as in claim 8, wherein said frame pre-frame is provided with drain holes, said drain pipes communicating with said drain holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320839687.2U CN220077378U (en) | 2023-04-11 | 2023-04-11 | Frame type combined earthing tank group |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320839687.2U CN220077378U (en) | 2023-04-11 | 2023-04-11 | Frame type combined earthing tank group |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220077378U true CN220077378U (en) | 2023-11-24 |
Family
ID=88818368
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320839687.2U Active CN220077378U (en) | 2023-04-11 | 2023-04-11 | Frame type combined earthing tank group |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220077378U (en) |
-
2023
- 2023-04-11 CN CN202320839687.2U patent/CN220077378U/en active Active
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