CN113250308A - Concrete buckle plate support for underground reservoir - Google Patents
Concrete buckle plate support for underground reservoir Download PDFInfo
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- CN113250308A CN113250308A CN202110621787.3A CN202110621787A CN113250308A CN 113250308 A CN113250308 A CN 113250308A CN 202110621787 A CN202110621787 A CN 202110621787A CN 113250308 A CN113250308 A CN 113250308A
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- buckle plate
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Road Paving Structures (AREA)
Abstract
The concrete buckle plate support of the underground reservoir is characterized in that a plurality of buckle tooth plate convex surfaces (3), buckle tooth plate concave surfaces (4), buckle tooth surface drain holes (5) and buckle plate convex surface drain holes (6) are arranged on a concrete buckle plate (1), a plurality of buckle tooth plate convex surfaces (3) and a plurality of buckle tooth plate concave surfaces (4) on each concrete buckle plate (1) are used for placing a plurality of concrete buckle plates (1) at equal intervals in parallel, and then a plurality of buckle tooth plate convex surfaces (3) and a plurality of buckle tooth plate concave surfaces (4) which are parallel up and down on the concrete buckle plate (1) are mutually meshed and assembled to form a plurality of solid latticed concrete buckle plate support large platforms; a plurality of buckle plate surface drain holes (5) and a plurality of buckle plate convex surface drain holes (6) are arranged on each concrete buckle plate (1), so that the weight of the concrete buckle plate (1) can be greatly reduced, the stored rainwater can flow between buckle plate brackets, and various municipal pipelines can be erected vertically and horizontally underground to penetrate and be laid; the method is particularly suitable for places such as garden greenbelts, school playgrounds, parking lots, pedestrian roads and the like for planning.
Description
Technical Field
The invention relates to the field of building underground reservoirs, in particular to a concrete buckle plate support for an underground reservoir.
Background
The method is characterized in that the problem of urban waterlogging drainage is solved by governments at various levels, development of the sponge city is accelerated, and meanwhile, due to the fact that the problem of building underground water pool supports is solved, an effective and better solution is not provided, so that the development speed of the sponge city is accelerated to be slow; the same long cement bar blocks are also used for being placed into a plurality of equal hexagons, the planes of the equal hexagons are honeycomb-shaped, and then building blocks are superposed layer by layer to form an equal hexagon cylinder shape to reach the height of the underground water pool, so that the equal hexagon cylinder shape is used as a support frame of the space of the underground water pool to support objects in the space above the underground water pool; the former has high cost, time and labor waste in installation and short service life, and the latter has the advantages that a plurality of long cement strips stacked layer by layer in the form of hexagons occupy the volume space of the underground reservoir, so that the volume of rainwater stored in the underground reservoir is reduced; both the above two schemes can not be laid and penetrated through various municipal pipelines, and the function is single.
Disclosure of Invention
The invention aims to provide a concrete buckle plate support of an underground reservoir, wherein a plurality of buckle tooth plate convex surfaces (3), buckle tooth plate concave surfaces (4), buckle plate surface drain holes (5) and buckle plate convex surface drain holes (6) are arranged on a concrete buckle plate (1), and are parallelly arranged at equal intervals with a plurality of concrete buckle plates (1) by using a plurality of buckle tooth plate convex surfaces (3) and a plurality of buckle tooth plate concave surfaces (4) on each concrete buckle plate (1), so that a plurality of buckle tooth plate convex surfaces (3) and a plurality of buckle tooth plate concave surfaces (4) which are parallel up and down on the concrete buckle plate (1) are mutually meshed and arranged to form a plurality of latticed concrete buckle plate supports; the concrete buckle plate (1) is provided with a plurality of buckle plate surface drain holes (5) and a plurality of buckle plate convex surface drain holes (6), so that the weight of the concrete buckle plate (1) can be greatly reduced, various municipal pipelines can be installed to pass through, and the concrete buckle plate can be conveniently paved underground vertically and horizontally; the stored rainwater flows among the plurality of latticed concrete buckle plate supports to form a three-dimensional firm underground reservoir concrete buckle plate support platform.
In order to achieve the purpose, the invention adopts the following scheme: the concrete buckle plate support for the underground reservoir comprises a concrete buckle plate (1), a buckle plate plane (2), buckle tooth plate convex surfaces (3), buckle tooth plate concave surfaces (4), buckle tooth plate water drain holes (5) and buckle tooth plate convex surface water drain holes (6), wherein a plurality of buckle tooth plate grooves (4) and a plurality of buckle tooth plate convex surfaces (3) are arranged at the position of one-half of the height of the buckle plate plane (2), and buckle tooth plate convex surface water drain holes (6) and buckle plate lower threading holes (8) are formed in the positions above the buckle tooth plate convex surfaces (3) and used for reducing the weight of the concrete buckle plate (1) and enabling water to pass through; when a buckle plate lower horizontal plane (19) below the buckle tooth plate concave surface (4) and the buckle tooth plate convex surface (3) is mounted with the ground of the reservoir, a buckle plate lower threading hole (8) and a buckle plate lower water flowing hole (10) are arranged below the reservoir, so that water flow can conveniently pass through the reservoir, and a buckle plate upper horizontal plane (18) is arranged above the reservoir; a plurality of buckle plate surface water discharging holes (5), a plurality of buckle plate upper thread holes (7), buckle plate upper water flowing holes (9) and buckle plate lower water flowing holes (10) are arranged on the buckle plate plane (2), and when a buckle plate upper horizontal plane (18) is flatly arranged with the reservoir ground to be mounted, the buckle plate convex surface water discharging holes (6), the buckle plate upper thread holes (7) and the buckle plate upper water flowing holes (9) are arranged below; buckling plate transverse steel bars (11), buckling plate vertical steel bars (12), buckling plate wide steel bars (13) and convex tooth surface steel bars (14) are arranged in the concrete buckling plate (1), so that the whole concrete buckling plate (1) is firm and durable; in concrete buckle plate (1), still be equipped with a plurality of wash port steel reinforcing rings (15), constitute a plurality of buckle face wash port (5) and buckle convex surface wash port (6), but furthest's light weight and volume of concrete buckle plate (1) self can also the built on stilts various municipal pipeline of laying, avoid urban road to excavate repeatedly.
The width of each buckling tooth plate groove (4) is slightly larger than the thickness of each concrete buckling plate (1), namely slightly larger than the thickness of each buckling plate wide surface (26), so that when two upper and lower concrete buckling plates (1) are installed, the upper and lower surfaces of the upper concrete buckling plate (1) are placed in a reversed mode, and the plurality of buckling tooth plate grooves (4) on the upper and lower concrete buckling plates (1) are meshed with the plurality of buckling tooth plate grooves (4) on the lower surface in place; the width of the convex surface (3) of the buckle tooth plate is the width of the plurality of concrete buckle plates (1) which are spaced in parallel from top to bottom at equal distance, and the formed plurality of latticed sizes are formed; a plurality of buckling toothed plate convex surfaces (3) form a plurality of three-dimensional latticed four-side spaces, and as small water storage tanks with the same volume, buckling toothed plate convex surface water drainage holes (6) are formed on the four sides, so that various municipal pipelines can be conveniently installed to be laid vertically and horizontally underground and can move along with water flow; the height of a vertical plane (17) of the button teeth on the button tooth plate groove (4) is equal to the height of the convex surface (3) of the button tooth plate and is half of the height of the button plate plane (2); the horizontal plane (16) of the buckle teeth is intersected with the vertical plane (17) of the buckle teeth to form a buckle plate concave right angle (20), so that a plurality of concrete buckle plates (1) can be conveniently fixed in a three-dimensional vertical grid shape; the concrete buckle plate (1) is provided with a transverse connecting buckle plate surface (29), so that a plurality of concrete buckle plates (1) can be conveniently transversely spliced and lengthened, assembled and fixedly paved in an underground reservoir; the length, width, height size and the quantity of concrete buckle board (1), the quantity of buckle pinion rack recess (4) and buckle tooth perpendicular (17) on concrete buckle board (1), all can design the customization according to the big or small size of secret cistern.
The concrete buckle plate (1) is provided with a transverse connecting buckle plate surface (29), so that a plurality of concrete buckle plates (1) can be conveniently transversely spliced, lengthened and fixedly paved in an underground reservoir; the concrete buckle plate support is provided with buckle plate positioning holes (21), the anti-displacement right-angle blocks (23) and the buckle plate connecting plates (27) are fixedly connected on the buckle plate positioning holes (21) through right-angle block positioning holes (24) and connecting plate positioning holes (28) by positioning bolts (25), the length of the fixed concrete buckle plate (1) and the length of the adjacent concrete buckle plate (1) can be increased, and the concrete buckle plate support for the reservoir is spliced and fixed in a further lengthening mode. The upper horizontal surface (18) of the buckle plate, the lower horizontal surface (19) of the buckle plate, the left wide surface and the right wide surface (26) of the buckle plate are respectively provided with a connecting seam groove (22), so that the concrete buckle plates (1) which are adjacent to each other from top to bottom and from left to right are conveniently spliced by cement plaster.
According to the scheme, the concrete buckle plates (1) manufactured in the existing chemical plant are transported to a construction site, the buckle plate lower horizontal planes (19) of the concrete buckle plates (1) are downward, the buckle tooth horizontal planes (16) are upward, the concrete buckle plates are hoisted and placed at equidistant parallel positions in an underground reservoir, namely the length positions of the buckle tooth plate convex surfaces (4), then the buckle plate upper horizontal planes (18) of each concrete buckle plate (1) are upward, the buckle tooth horizontal planes (16) are downward, the concrete buckle plates (1) are hoisted and placed on the surface of the underground reservoir, and the plurality of lower buckle tooth plate concave surfaces (3) are used for meshing the plurality of upper buckle tooth plate concave surfaces (3), so that the concrete buckle plates (1) are fixedly spliced in a three-dimensional vertical grid shape; the concrete buckle plate support large platform of the underground reservoir concrete buckle plate is laid by adopting the displacement-preventing right-angle block (23) and the buckle plate connecting plate (27) to connect and fix the adjacent concrete buckle plates (1) in a splicing way, and various municipal pipelines can be laid in an overhead way in the support large platform to avoid the repeated excavation of roads; the rainwater can be stored and flow without resistance, and the fish can move freely in the water storage tank; after the grid plate and the permeable work cloth are paved, various soil vegetations, public places of activities and road facilities on the underground reservoir can be borne.
The concrete buckle plate support platform is reasonable in structure, the concrete buckle plates (1) can be produced in a standardized and batch mode, the concrete buckle plate support platform required by an underground reservoir can be produced by only using one set of large templates, the size, the cost and the weight of each concrete buckle plate (1) can be accurately mastered, the design and cost accounting are convenient, the energy is saved, the environment is protected, no waste is generated, the transportation and the field construction are convenient, and the concrete buckle plate support platform is particularly suitable for being used in places such as gardens, greenbelts, large football power, school playgrounds, parking square urban building houses and various development areas of planning land.
Drawings
FIG. 1A diagram of a concrete retaining plate bracket for an underground reservoir according to an embodiment of the invention
Fig. 2 is a diagram illustrating an inverted effect of a concrete buckle plate bracket of an underground reservoir in an embodiment of the invention
FIG. 3 is a view showing the structure of the wide face of the pinch plate according to the embodiment of the invention
FIG. 4 is a diagram illustrating the effect of the anti-displacement right-angle block according to the embodiment of the present invention
FIG. 5 is a diagram showing the effect of the pinch plate connecting plate according to the embodiment of the invention
Detailed Description
The invention is further illustrated below with reference to examples and figures.
Referring to fig. 1, a plurality of buckle tooth plate grooves (4) and a plurality of buckle tooth plate convex surfaces (3) are arranged at a position of a buckle plate plane (2) which is one-half higher than the buckle plate plane, and buckle plate convex surface drain holes (6) and buckle plate lower threading holes (8) are arranged on the buckle tooth plate convex surfaces (3) and used for reducing the weight of the concrete buckle plate (1) and enabling water to pass through the concrete buckle plate; when a buckle plate lower horizontal plane (19) below the buckle tooth plate concave surface (4) and the buckle tooth plate convex surface (3) is mounted with the ground of the reservoir, a buckle plate lower threading hole (8) and a buckle plate lower water flowing hole (10) are arranged below the reservoir, so that water flow can conveniently pass through the reservoir, and a buckle plate upper horizontal plane (18) is arranged above the reservoir; the gusset plate plane (2) is provided with a plurality of gusset plate surface water drainage holes (5), a plurality of gusset plate upper threading holes (7), a gusset plate upper water flowing hole (9) and a gusset plate lower water flowing hole (10) for reducing the weight of the concrete gusset plate (1) and the passing of water flow, and various municipal pipelines can be laid in an overhead manner; buckling plate transverse steel bars (11), buckling plate vertical steel bars (12), buckling plate wide steel bars (13) and convex tooth surface steel bars (14) are arranged in the concrete buckling plate (1), so that the whole concrete buckling plate (1) is firm and durable; a plurality of drainage hole reinforcing rings (15) are further arranged in the concrete buckle plate (1) to form a plurality of buckle plate surface drainage holes (5) and buckle plate convex surface drainage holes (6), so that the self weight of the concrete buckle plate (1) can be reduced to the maximum extent, various municipal pipelines can be laid in an overhead manner, and the repeated excavation of roads is avoided; the transverse connecting buckle plate surface (29) is arranged, so that a plurality of concrete buckle plates (1) can be conveniently transversely spliced, lengthened and fixedly paved in an underground reservoir; four adjacent concrete buckle plates (1) are mutually occluded by two upper buckle tooth plate grooves (4) and two lower buckle tooth plate grooves (4), the inner surfaces of the buckle tooth plate convex surfaces (3) are in a three-dimensional square-shaped state, the outer surfaces of the buckle tooth plate convex surfaces (3) are in a three-dimensional # -shaped state, the upper buckle tooth plate grooves and the lower buckle tooth plate grooves (4) are arranged in an occluded manner at equal intervals in parallel, and a plurality of latticed and three-dimensional firm underground reservoir concrete buckle plate supports can be laid.
Referring to fig. 2, the mounting interval distance of a plurality of concrete buckle plates (1) which are arranged in parallel is based on the distance of the size width of the buckle tooth plate convex surface (3), and when the buckle tooth plate groove (4) and the buckle tooth plate convex surface (3) are upward, the buckle plate lower horizontal plane (19) is upward; then, the buckling tooth plate grooves (4) and the buckling tooth plate convex surfaces (3) of each concrete buckling plate (1) are lifted and placed downwards, the buckling tooth plate grooves (4) of the upper concrete buckling plate and the lower concrete buckling plate (1) are downward, so that the buckling tooth plate grooves (4) of the upper concrete buckling plate and the lower concrete buckling plate (1) are mutually meshed and are in a cross state, and the height of the buckling tooth vertical surface (17) on each buckling tooth plate groove (4) is equal to the height of the buckling tooth plate convex surfaces (3) and is half of the height of the buckling plate plane (2); the horizontal plane (16) of the buckle teeth is intersected with the vertical plane (17) of the buckle teeth to form a buckle plate concave right angle (20), so that a plurality of concrete buckle plates (1) can be conveniently fixed in a three-dimensional vertical grid shape; the concrete buckle plate (1) is provided with a transverse connecting buckle plate surface (29), so that a plurality of concrete buckle plates (1) can be conveniently transversely spliced and lengthened, assembled and fixedly paved in an underground reservoir; the length, width, height, size and number of the concrete buckle plate (1), the buckle tooth plate grooves (4) on the concrete buckle plate (1) and the number of the buckle tooth vertical surfaces (17) can be customized according to the size and the size of the underground reservoir.
Referring to fig. 3, connecting seam grooves (22) are formed in the upper horizontal surface (18) of the buckle plate, the lower horizontal surface (19) of the buckle plate and the left and right buckle plate wide surfaces (26), so that the concrete buckle plates (1) which are adjacent to each other up and down and left and right around the concrete buckle plates (1) can be spliced by cement plaster, and the concrete buckle plates (1) are lengthened left and right and heightened up and down; and a buckle plate vertical reinforcing steel bar (12) and a buckle plate wide reinforcing steel bar (13) are arranged in the concrete buckle plate (1).
Referring to fig. 4, two rows of right-angle block positioning holes (24) are formed in the anti-displacement right-angle block (23), and the anti-displacement right-angle block (23) is fixedly connected to the buckle plate positioning hole (21) on the side of the concrete buckle plate (1) through the right-angle block positioning holes (24) by a positioning bolt (25).
Referring to fig. 5, two rows of connecting plate positioning holes (28) are formed in the buckle plate connecting plate (27), and the buckle plate connecting plate (27) is fixedly connected to the buckle plate positioning holes (21) on the side of the concrete buckle plate (1) through the connecting plate positioning holes (28) by positioning bolts (25).
Claims (5)
1. Underground cistern concrete buckle plate support, its characterized in that: the underground reservoir concrete buckle plate support comprises a concrete buckle plate (1), a buckle plate plane (2), buckle tooth plate convex surfaces (3), buckle tooth plate concave surfaces (4), buckle tooth plate water drain holes (5) and buckle tooth plate convex surface water drain holes (6), wherein a plurality of buckle tooth plate convex surfaces (3) and a plurality of buckle tooth plate grooves (4) are arranged below the buckle plate plane (2) which is one-half higher, and buckle tooth plate convex surfaces (3) are provided with buckle tooth plate convex surface water drain holes (6) and buckle plate lower threading holes (8) for lightening the weight of the concrete buckle plate (1) and allowing water to pass through; the buckle plate plane (2) is provided with a plurality of buckle plate surface drain holes (5) and buckle plate convex surface drain holes (6), buckle plate upper thread holes (7), buckle plate lower thread holes (8), buckle plate upper water flow holes (9) and buckle plate lower water flow holes (10), so that the weight of the concrete buckle plate (1) can be reduced to the maximum extent; when the buckle plate lower horizontal plane (19) is mounted with the reservoir ground, the buckle plate convex surface water drain hole (6), the buckle plate lower threading hole (8) and the buckle plate lower water drain hole (10) are arranged below the buckle plate, so that water flow can conveniently pass through the buckle plate upper horizontal plane (18) above the buckle plate; when the upper horizontal surface (18) of the pinch plate is flatly arranged with the ground of the reservoir, the water discharge hole (5) on the pinch plate surface, the threading hole (7) on the pinch plate and the water flowing hole (9) on the pinch plate are arranged below.
2. Underground cistern concrete buckle plate support, its characterized in that: buckling plate transverse steel bars (11), buckling plate vertical steel bars (12), buckling plate wide steel bars (13) and convex tooth surface steel bars (14) are arranged in the concrete buckling plate (1), so that the whole concrete buckling plate (1) is firm and durable; a plurality of water drainage hole reinforcing rings (15) are further arranged in the concrete buckle plate (1) to form a plurality of buckle plate surface water drainage holes (5) and buckle plate convex surface water drainage holes (6), so that the self weight of the concrete buckle plate (1) can be reduced to the maximum extent.
3. Underground cistern concrete buckle plate support, its characterized in that: the width of each buckling tooth plate groove (4) is slightly larger than the thickness of the corresponding buckling plate wide surface (26), so that an upper concrete buckling plate and a lower concrete buckling plate (1) are convenient to mount, and when the positions of the upper concrete buckling plates (1) are reversed, the upper and lower buckling tooth plate grooves (4) are convenient to interlock in place; the width of the convex surfaces (3) of the buckle tooth plates is the width of a plurality of concrete buckle plates (1) which are spaced in parallel from top to bottom at equal distances, a plurality of three-dimensional grid-shaped small reservoirs with the same four surfaces are formed, and buckle convex surface water drainage holes (6) are formed on the four surfaces, so that various municipal pipelines can be conveniently installed and laid underground in a longitudinal and transverse mode; the height of a vertical plane (17) of the button teeth on the button tooth plate groove (4) is equal to the height of the convex surface (3) of the button tooth plate and is half of the height of the button plate plane (2); the horizontal plane (16) of the buckle teeth is intersected with the vertical plane (17) of the buckle teeth to form a buckle plate concave right angle (20), so that a plurality of concrete buckle plates (1) can be accurately fixed in a three-dimensional vertical grid shape; the length, width, height size and the quantity of concrete buckle plate (1), the quantity and the area of detaining tooth board convex surface (3) and detaining tooth board recess (4) on concrete buckle plate (1) all can all be according to the volume design customization of secret cistern.
4. Underground cistern concrete buckle plate support, its characterized in that: the transverse connecting buckle plate surface (29) is arranged on the concrete buckle plate (1), so that the plurality of concrete buckle plates (1) can be conveniently transversely spliced, lengthened and assembled; on concrete buckle plate (1), buckle plate locating hole (21) is arranged, positioning bolt (25) is used for respectively passing through right-angle block locating hole (24) and connecting plate locating hole (28), displacement-preventing right-angle block (23) and buckle plate connecting plate (27) are connected and fixed on buckle plate locating hole (21), concrete buckle plate (1) and left-right adjacent concrete buckle plate (1) length can be lengthened and fixed, up-down adjacent concrete buckle plate (1) stacking height can be increased, and concrete buckle plate (1) relevant edges and corners are connected and fixed, and further, the concrete buckle plate support large platform is formed by splicing, assembling and fixing.
5. Underground cistern concrete buckle plate support, its characterized in that: the four peripheral surfaces of the upper horizontal surface (18) of the buckle plate, the lower horizontal surface (19) of the buckle plate and the wide surface (26) of the buckle plate are all provided with connecting seam grooves (22), so that the concrete buckle plate can be conveniently spliced and assembled with the concrete buckle plate (1) and the concrete buckle plate (1) which is adjacent from top to bottom and from left to right by cement plastering.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202110621787.3A CN113250308A (en) | 2021-05-29 | 2021-05-29 | Concrete buckle plate support for underground reservoir |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202110621787.3A CN113250308A (en) | 2021-05-29 | 2021-05-29 | Concrete buckle plate support for underground reservoir |
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Publication Number | Publication Date |
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CN113250308A true CN113250308A (en) | 2021-08-13 |
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ID=77186377
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202110621787.3A Withdrawn CN113250308A (en) | 2021-05-29 | 2021-05-29 | Concrete buckle plate support for underground reservoir |
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CN (1) | CN113250308A (en) |
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2021
- 2021-05-29 CN CN202110621787.3A patent/CN113250308A/en not_active Withdrawn
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Application publication date: 20210813 |
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