CN114411924B - Sponge district leans on wall seepage well system - Google Patents
Sponge district leans on wall seepage well system Download PDFInfo
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- CN114411924B CN114411924B CN202111605931.0A CN202111605931A CN114411924B CN 114411924 B CN114411924 B CN 114411924B CN 202111605931 A CN202111605931 A CN 202111605931A CN 114411924 B CN114411924 B CN 114411924B
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- 230000007246 mechanism Effects 0.000 claims abstract description 37
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 31
- 238000002955 isolation Methods 0.000 claims description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 230000008595 infiltration Effects 0.000 claims description 9
- 238000001764 infiltration Methods 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000003780 insertion Methods 0.000 claims description 5
- 230000037431 insertion Effects 0.000 claims description 5
- 238000004062 sedimentation Methods 0.000 claims description 5
- 238000013016 damping Methods 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 abstract description 2
- 230000002829 reductive effect Effects 0.000 description 8
- 230000004308 accommodation Effects 0.000 description 5
- 230000000670 limiting effect Effects 0.000 description 4
- 239000002689 soil Substances 0.000 description 3
- 125000006850 spacer group Chemical group 0.000 description 3
- 230000003068 static effect Effects 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 230000036961 partial effect Effects 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 206010024796 Logorrhoea Diseases 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/041—Accessories therefor
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/06—Gully gratings
-
- 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
- E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
-
- 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
- E03F5/105—Accessories, e.g. flow regulators or cleaning devices
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/06—Gully gratings
- E03F2005/065—Gully gratings with elastic locking elements
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Abstract
The application relates to a sponge district wall-leaning seepage well system, which relates to the technical field of seepage well systems and comprises a seepage well system arranged on the ground and a supporting device arranged around the periphery of the seepage well system, wherein the supporting device comprises two groups of symmetrical supporting mechanisms and a locking mechanism used for connecting the two groups of supporting mechanisms; each group of supporting mechanism comprises a containing plate, a bottom supporting plate and a positioning piece, wherein the containing plate is arranged on the bottom supporting plate, and the positioning piece is used for fixing the bottom supporting plate on the ground; the two holding plates are mutually close to the side wall and abut against, the locking mechanism is used for connecting the two abutting holding plates, and the two abutting holding plates are used for supporting the water seepage system. The method has the effect of improving the application stability of the seepage well system.
Description
Technical Field
The application relates to the technical field of seepage well systems, in particular to a sponge district wall-leaning seepage well system.
Background
The sponge cell is a novel cell which can absorb water resources like a sponge in rainy season and reduce flood disasters through rainwater accumulation and reuse means, and can release the water resources absorbed in the past in dry season so as to meet daily demands of the cell. The wall-leaning seepage well system is a common water storage and seepage system in the construction process of a sponge district.
The wall-leaning seepage well system is mostly directly arranged on the ground and comprises an external supporting structure and an internal seepage system. Wherein, inside infiltration system from top to bottom contains top planting soil layer, cobble layer, garrulous soil layer and bottom planting layer in proper order. The external support structure is mostly a concrete wall built around the periphery of the internal water seepage system to support the internal water seepage system.
However, after the concrete wall body surrounding the periphery of the internal water seepage system is corroded by rainwater for a long time, the phenomenon of local cracking and even collapse is very easy to occur, and the application stability of the seepage well system is greatly affected.
Disclosure of Invention
In order to solve the problem of low application stability of a common seepage well system, the application provides a sponge district wall-leaning seepage well system.
The application provides a sponge district is by wall seepage well system adopts following technical scheme:
the sponge district wall-leaning seepage well system comprises a seepage system arranged on the ground and a supporting device arranged around the periphery of the seepage system, wherein the supporting device comprises two groups of symmetrical supporting mechanisms and a locking mechanism used for connecting the two groups of supporting mechanisms; each group of supporting mechanism comprises a containing plate, a bottom supporting plate and a positioning piece, wherein the containing plate is arranged on the bottom supporting plate, and the positioning piece is used for fixing the bottom supporting plate on the ground; the two holding plates are mutually close to the side wall and abut against, the locking mechanism is used for connecting the two abutting holding plates, and the two abutting holding plates are used for supporting the water seepage system.
By adopting the technical scheme, the steel containing plate can effectively isolate rainwater, so that the phenomena that the containing plate is corroded by rainwater and cracked or even broken are reduced, the supporting stability of the supporting device on the water seepage system is ensured, and the application stability of the water seepage system on the ground is improved; after the long-time use of holding the board and appear wearing and tearing deformation, operating personnel accessible locking mechanism demolishs the connection structure between two holding the board to through changing to supporting mechanism, with the support stability of guarantee strutting arrangement to infiltration system, ensured infiltration system's application stability.
In a specific embodiment, the locking mechanism includes an abutment plate, a connecting screw, and a locking nut; the abutting plates are arranged on the opposite side walls of each accommodating plate, the two accommodating plates abut against each other, and the two adjacent abutting plates abut against each other; the connecting screw rod is penetrated through the two propping plates which prop against each other, and the locking nut is in threaded fit on the connecting screw rod.
Through adopting above-mentioned technical scheme, after two butt boards that are close to offset, increased the area of contact of two accommodation plates that offset, after connecting the lead screw passed two butt boards that offset, locking nut screw up on connecting the lead screw, made two accommodation plates fixed connection that offset, ensured two joint strength that hold the board and to water seepage system's supporting stability.
In a specific embodiment, the support device further comprises an isolation mechanism comprising an isolation plate; each containing plate is provided with a plugging channel, the two containing plates are propped against each other, and the inner cavities of the two adjacent plugging channels are communicated; the isolation plate is inserted into the two communicated insertion channels.
Through adopting above-mentioned technical scheme, the division board supports into communicating two grafting passageway in to the joint space of shutoff two accommodation plates has reduced the phenomenon that the rainwater passed the joint space of two accommodation plates and outwards flowed out.
In a specific embodiment, the isolation mechanism further comprises an orientation screw and a fixation nut; the directional screw rods are arranged in the side wall of each inserting channel, the directional screw rods penetrate through the isolation plates, and the fixing nuts are in threaded fit with the directional screw rods.
By adopting the technical scheme, after the directional screw rod passes through the isolation plate, the position of the isolation plate in the plugging channel is limited, and the fixing nut is screwed on the directional screw rod, so that the isolation plate is stably fixed in the plugging channel; meanwhile, the isolation plate is convenient for operators to detach quickly for replacement.
In a specific embodiment, a fixing assembly is arranged between the accommodating plate and the bottom support plate, and the fixing assembly comprises an external connecting plate and a fixing piece; the external plate is arranged on the side wall opposite to the accommodating plate, a sedimentation tank for the accommodating plate to prop in is arranged on the bottom supporting plate, and the fixing piece is used for fixing the external plate on the bottom supporting plate.
By adopting the technical scheme, the accommodating plate is propped into the inner cavity of the settling tank, so that the accommodating plate is rapidly positioned on the bottom supporting plate; the external connection plate increases the contact area between the holding plate and the bottom support plate, and after the fixing piece is fixedly connected with the external connection plate and the bottom support plate, the position stability of the holding plate on the bottom support plate is improved.
In a specific implementation manner, the bottom supporting plate is provided with a limiting groove, and the external plate is located in the limiting groove.
Through adopting above-mentioned technical scheme, after the external board supports into spacing groove inner chamber, effectively limited the position of external board on the bottom stay plate, reduced the external board and appeared pine and shake, the phenomenon of biasing on the bottom stay plate, improved the application stability who holds the board.
In a specific embodiment, a side support assembly is further arranged between the accommodating plate and the bottom support plate, and comprises an orientation rod and a receiving column; the orientation rod rotates to be set up in holding the board lateral wall, it sets up in the bottom stay plate roof to accept the post rotation, it is provided with the movable groove that supplies the orientation rod to support and slide to accept the end wall that the post is far away from the bottom stay plate.
Through adopting above-mentioned technical scheme, after the directional pole supports into the movable groove inner chamber, when holding the board and receive infiltration system to support and press, the directional pole can be followed the extending direction displacement of movable groove to absorb the part that holds the board and receive and support the pressure effort, and then reduced and held the board and appear excessive deformation's phenomenon after the atress, ensured the supporting stability who holds the board to infiltration system.
In a specific embodiment, the side stay assembly further comprises a cushioning unit, the cushioning unit comprising an elastic member and a receiving plate; the elastic piece is arranged in the side wall of the movable groove, and the bearing plate is arranged at one end of the elastic piece, which is close to the orientation rod.
By adopting the technical scheme, when the directional rod moves towards the elastic piece, the elastic piece is stressed to be compressed, so that the part of extrusion acting force born by the accommodating plate is absorbed; meanwhile, the elastic piece reacts to the orientation rod through the elastic acting force of the elastic piece, so that the extrusion acting force applied to the containing plate is further relieved.
In a specific embodiment, the jamb assembly further comprises an interference member disposed on a side wall of the receiving plate facing the orientation bar.
Through adopting above-mentioned technical scheme, interference piece gluing is fixed in the lateral wall of accepting the board towards the directional pole to increase the static friction coefficient when directional pole and accepting the board and offset, improve directional pole and accept the butt stability of board.
In summary, the present application has the following beneficial technical effects:
1. the steel containing plate can effectively isolate rainwater, so that the phenomena that the containing plate is corroded by the rainwater and cracked or even broken are reduced, the supporting stability of the supporting device on the water seepage system is ensured, and the application stability of the water seepage system on the ground is improved; after the long-time use of holding the board and appear wearing and tearing deformation, operating personnel accessible locking mechanism demolishs connection structure between two holding the board to through changing back to supporting mechanism, with the support arrangement to the stability of supporting of infiltration system, ensured the stability of using of infiltration system
2. After the orientation rod is propped into the inner cavity of the movable groove, when the containing plate is propped against by the water seepage system, the orientation rod can displace along the extending direction of the movable groove so as to absorb partial propping acting force born by the containing plate, further, the phenomenon of excessive deformation of the containing plate after being stressed is reduced, and the supporting stability of the containing plate to the water seepage system is ensured.
Drawings
Fig. 1 is a schematic structural diagram of a sponge cell wall-by-wall seepage system in an embodiment of the present application;
FIG. 2 is a schematic illustration of the connection of the containment plate and the bottom bracket plate in an embodiment of the present application;
FIG. 3 is a schematic illustration of the positional relationship of the side stay assembly and the containment plate and the bottom stay plate in an embodiment of the present application;
FIG. 4 is an enlarged schematic view of portion A of FIG. 3;
fig. 5 is a schematic vertical cross-sectional view of the connection of the orientation rod and the receiving post in an embodiment of the present application.
Reference numerals illustrate:
1. a water seepage system; 2. a support device; 3. a support mechanism; 31. a receiving plate; 311. a plugging channel; 32. a bottom support plate; 321. a settling tank; 322. a limit groove; 33. a positioning piece; 4. a fixing assembly; 41. an outer connecting plate; 42. a fixing member; 5. a locking mechanism; 51. an abutting plate; 52. connecting a screw rod; 53. a locking nut; 6. an isolation mechanism; 61. a partition plate; 62. a directional screw rod; 63. a fixing nut; 7. a side stay assembly; 71. a directional rod; 72. a receiving column; 721. a movable groove; 73. a damping unit; 731. an elastic member; 732. a receiving plate; 733. an interference piece.
Detailed Description
The embodiment of the application discloses a sponge district wall-leaning seepage well system.
The present application is described in further detail below in conjunction with figures 1-5.
Referring to fig. 1, the sponge district wall-against seepage well system comprises a seepage system 1 and a supporting device 2 arranged around the periphery of the seepage system 1. In the embodiment, the water seepage system 1 is a rainwater absorption and accumulation system of a flower and plant planting layer, a cobble layer, a crushed soil layer, a fine sand layer and a clay layer from top to bottom. The supporting device 2 comprises two symmetrical groups of supporting mechanisms 3, and the two groups of supporting mechanisms 3 are respectively arranged on two opposite sides of the water seepage system 1 so as to support the water seepage system 1 and ensure that the water seepage system 1 stably operates on the ground.
Referring to fig. 1, the supporting mechanism 3 includes a receiving plate 31, a bottom supporting plate 32 and a positioning member 33, in this embodiment, the positioning member 33 may be a bolt, the receiving plate 31 and the bottom supporting plate 32 are solid steel plates, and horizontal cross sections of the receiving plate 31 and the bottom supporting plate 32 are . In order to reduce the phenomenon that the supporting stability of the water seepage system 1 by the accommodating plate 31 used for a long time is reduced, a fixing assembly 4 is arranged between the accommodating plate 31 and the bottom support plate 32, so that the detachable connection of the accommodating plate 31 on the bottom support plate 32 is realized, and the accommodating plate 31 is convenient for an operator to replace.
Referring to fig. 2, the fixing assembly 4 includes an external connection plate 41 and fixing members 42, and in this embodiment, the external connection plate 41 is welded to opposite sides of the receiving plate 31 in a horizontal direction, and the fixing members 42 may be bolts. The top wall of the bottom support plate 32 is provided with a sedimentation tank 321, and both sides of the top wall of the bottom support plate 32, which are positioned in the width direction of the sedimentation tank 321, are also respectively provided with a limit groove 322. One end of the accommodating plate 31, which is close to the bottom supporting plate 32, is propped into the sedimentation groove 321, the outer connecting plate 41 is propped into the limiting groove 322, and the fixing piece 42 is fixedly connected with the outer connecting plate 41 and the bottom supporting plate 32, so that the outer connecting plate 41 is fixed in the limiting groove 322.
Referring to fig. 1 and 2, when the end walls of the two accommodating plates 31 facing each other are abutted against each other, the end walls of the bottom support plates 32 facing each other are also abutted against each other. At this time, the operator fixes the bottom support plate 32 to the ground through the positioning member 33, so that the receiving plate 31 is rapidly positioned outside the water seepage system 1.
Referring to fig. 3, the support device 2 further comprises a locking mechanism 5 in order to secure the support stability of the two containment plates 31 to the water permeable system 1. The locking mechanism 5 includes an abutting plate 51, a connecting screw rod 52 and a locking nut 53, the abutting plate 51 is welded on two opposite sides of the accommodating plate 31 along the vertical direction, and when the two accommodating plates 31 are abutted against each other, the adjacent two abutting plates 51 are abutted against each other. The connecting screw rod 52 can pass through the two abutted plates 51, and the locking nut 53 is screwed on the connecting screw rod 52, so that the two abutted plates 51 are fixedly connected, and further the two abutted accommodating plates 31 are fixedly connected.
Referring to fig. 3, in order to reduce the outflow of rainwater accumulated in the water seepage system 1 from the connection space between the two receiving plates 31, the supporting device 2 further includes a separation mechanism 6. The spacer mechanism 6 includes a spacer plate 61, and in this embodiment, the spacer plate 61 is a solid steel plate.
Referring to fig. 2 and 4, a plugging channel 311 is disposed on the top wall of each accommodating plate 31 along the vertical direction, and the plugging channel 311 is also disposed at the longitudinal end of the accommodating plate 31. When the end walls of the two accommodating plates 31 close to each other are abutted, the inner cavities of the two adjacent splicing channels 311 are communicated. At this time, the operator can insert the partition plate 61 into the two communicating insertion passages 311.
Referring to fig. 4, in order to improve the positional stability of the receiving plate 31 in the insertion passage 311, the isolating mechanism 6 further includes an orientation screw 62 and a fixing nut 63. In the present embodiment, the orientation screw 62 is welded to the inner bottom wall of each insertion passage 311 in the vertical direction, and one end of the orientation screw 62 extends above the accommodation plate 31.
Referring to fig. 4, after the isolation plate 61 is abutted into the inner cavity of the plugging channel 311, the orientation screw rod 62 passes through the isolation plate 61, and an operator screws the fixing nut 63 onto the orientation screw rod 62, so that the isolation plate 61 is fixed in the borrowing channel.
Referring to fig. 3, in order to enhance the supporting strength of the water seepage system 1 by the accommodating plate 31, a side support assembly 7 is further provided between the accommodating plate 31 and the bottom support plate 32. The jamb assembly 7 comprises a directional rod 71 and a receiving post 72, in this embodiment the directional rod 71 having an outer diameter dimension that is smaller than the outer diameter dimension of the receiving post 72.
Referring to fig. 5, a movable slot 721 is disposed at one end of the receiving post 72 in the longitudinal direction, the movable slot 721 extends along the longitudinal direction of the receiving post 72, the inner diameter of the movable slot 721 is adapted to the outer diameter of the orientation rod 71, and the end of the orientation rod 71 close to the receiving post 72 is inserted into the movable slot 721.
Referring to fig. 3 and 5, the end of the orientation rod 71 remote from the receiving post 72 is rotatably disposed on the outer side wall of the accommodating plate 31 by a steel casting ring, and the end of the receiving post 72 remote from the orientation rod 71 is rotatably disposed on the top wall of the bottom support plate 32 by a steel casting ring. The directional rod 71 slides in the movable groove 721 to slow down the partial pressing force applied by the water seepage system 1 to the containing plate 31.
Referring to fig. 3 and 5, in order to improve the cushioning strength of the receiving plate 31 after being pressed, the side stay assembly 7 further includes a cushioning unit 73. The damping unit 73 includes an elastic member 731 and a receiving plate 732, and in this embodiment, the elastic member 731 is a steel compression spring, and the elastic member 731 is welded to the inner bottom wall of the movable groove 721. The outer circumferential dimension of the receiving plate 732 is adapted to the inner diameter dimension of the movable groove 721, and the receiving plate 732 is welded to the free end of the elastic member 731. When the end wall of the orientation rod 71 located in the movable slot 721 is abutted against the receiving plate 732, the elastic member 731 can be compressed by force as the orientation rod 71 is displaced in the movable slot 721 towards the elastic member 731, so as to absorb the pressing force applied by the portion of the water seepage system 1 to the accommodating plate 31, and reduce the excessive deformation of the accommodating plate 31 after being stressed.
Referring to fig. 5, in order to improve the abutment stability of the orientation rod 71 with the receiving plate 732, the jamb assembly 7 further includes an interference 733. In the present embodiment, the interference piece 733 is a rubber pad with a larger static friction coefficient on the outer surface. The interference piece 733 is adhered and fixed to a side wall of the receiving plate 732 facing the orientation rod 71, so as to increase a static friction coefficient when the orientation rod 71 abuts against the receiving plate 732, and improve an abutting stability of the orientation rod 71 and the receiving plate 732.
The implementation principle of the sponge district wall-leaning seepage well system is as follows: when the steel accommodating plate 31 supports the water seepage system 1, rainwater can be effectively isolated, rainwater erosion to the accommodating plate 31 is reduced, the phenomenon that the accommodating plate 31 is cracked or even broken is caused, and the application stability of the water seepage system 1 on the ground is guaranteed.
After the accommodating plates 31 are used for a long time, an operator can detach the connecting structure between the two accommodating plates 31 by screwing the locking nuts 53 to separate the connecting screw 52 from the two abutting plates 51. Then, by taking out the positioning member 33 to detach the bottom supporting plate 32 from the ground, the operator can screw the fixing member 42 to detach the holding plate 31 for a long time and replace it with another one, thereby helping to ensure the supporting stability of the supporting device 2 to the water seepage system 1.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (4)
1. The utility model provides a sponge district leans on wall seepage well system, includes setting up in subaerial infiltration system (1) and around strutting arrangement (2) of infiltration system (1) periphery setting, its characterized in that: the supporting device (2) comprises two symmetrical groups of supporting mechanisms (3) and a locking mechanism (5) for connecting the two groups of supporting mechanisms (3); each group of supporting mechanism (3) comprises a containing plate (31), a bottom supporting plate (32) and a positioning piece (33), wherein the containing plate (31) and the bottom supporting plate (32) are solid steel plates, and the horizontal sections of the containing plate (31) and the bottom supporting plate (32) are ; the accommodating plate (31) is arranged on the bottom support plate (32), and the positioning piece (33) is used for fixing the bottom support plate (32) on the ground; the two accommodating plates (31) are abutted against the side walls close to each other, the locking mechanism (5) is used for connecting the two abutted accommodating plates (31), and the two abutted accommodating plates (31) are used for supporting the water seepage system (1); the locking mechanism (5) comprises an abutting plate (51), a connecting screw rod (52) and a locking nut (53); the abutting plates (51) are arranged on the opposite side walls of each accommodating plate (31), the two accommodating plates (31) abut against each other, and the two adjacent abutting plates (51) abut against each other; the connecting screw rod (52) is penetrated through the two propping plates (51) propped against each other, and the locking nut (53) is in threaded fit on the connecting screw rod (52); the supporting device (2) further comprises an isolation mechanism (6), and the isolation mechanism (6) comprises an isolation plate (61); each accommodating plate (31) is provided with an inserting channel (311), the two accommodating plates (31) are propped against each other, and the inner cavities of the adjacent inserting channels (311) are communicated; the isolation plate (61) is inserted into the two communicated insertion channels (311); the isolation mechanism (6) further comprises an orientation screw rod (62) and a fixing nut (63); the orientation screw rods (62) are arranged in the side wall of each inserting channel (311), the orientation screw rods (62) are arranged on the isolation plate (61) in a penetrating mode, and the fixing nuts (63) are in threaded fit with the orientation screw rods (62); a side support assembly (7) is further arranged between the accommodating plate (31) and the bottom support plate (32), and the side support assembly (7) comprises a directional rod (71) and a bearing column (72); the orientation rod (71) is rotatably arranged on the outer side wall of the accommodating plate (31), the bearing column (72) is rotatably arranged on the top wall of the bottom support plate (32), and a movable groove (721) for the orientation rod (71) to prop in and slide is formed in the end wall, far away from the bottom support plate (32), of the bearing column (72); the side support assembly (7) further comprises a damping unit (73), and the damping unit (73) comprises an elastic piece (731) and a receiving plate (732); the elastic piece (731) is arranged in the side wall of the movable groove (721), and the receiving plate (732) is arranged at one end of the elastic piece (731) close to the orientation rod (71).
2. The sponge cell wall-in-wall seepage system as claimed in claim 1, wherein: a fixing component (4) is arranged between the accommodating plate (31) and the bottom support plate (32), and the fixing component (4) comprises an external connecting plate (41) and a fixing piece (42); the external connection plate (41) is arranged on the opposite side walls of the containing plate (31), the bottom support plate (32) is provided with a sedimentation tank (321) for the containing plate (31) to prop in, and the fixing piece (42) is used for fixing the external connection plate (41) on the bottom support plate (32).
3. The sponge cell wall-in-wall seepage system as claimed in claim 2, wherein: the bottom support plate (32) is provided with a limit groove (322), and the external plate (41) is positioned in the limit groove (322).
4. The sponge cell wall-in-wall seepage system as claimed in claim 1, wherein: the side stay assembly (7) further comprises an interference piece (733), and the interference piece (733) is arranged on the side wall, facing the orientation rod (71), of the bearing plate (732).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111605931.0A CN114411924B (en) | 2021-12-25 | 2021-12-25 | Sponge district leans on wall seepage well system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111605931.0A CN114411924B (en) | 2021-12-25 | 2021-12-25 | Sponge district leans on wall seepage well system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114411924A CN114411924A (en) | 2022-04-29 |
| CN114411924B true CN114411924B (en) | 2024-02-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202111605931.0A Active CN114411924B (en) | 2021-12-25 | 2021-12-25 | Sponge district leans on wall seepage well system |
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| CN114894387B (en) * | 2022-04-24 | 2023-03-21 | 苏州英德尔室内空气技术有限公司 | PAO leakage detection equipment for high-efficiency filter |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2003313934A (en) * | 2002-04-18 | 2003-11-06 | Sekisui Chem Co Ltd | Joint construction for covering lid |
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| JP2003313934A (en) * | 2002-04-18 | 2003-11-06 | Sekisui Chem Co Ltd | Joint construction for covering lid |
| CN104563573A (en) * | 2014-12-03 | 2015-04-29 | 侯宝权 | Modular assembly pool |
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| CN114411924A (en) | 2022-04-29 |
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