A groundwater collection and drainage system for anti-buoyancy of basement floor slabs

Abstract

This invention relates to a groundwater collection and drainage system for preventing buoyancy in basement floors. The system includes a collection well, multiple sets of first infiltration pipes arranged horizontally along the length of the well and spaced apart circumferentially, and multiple sets of second infiltration pipes also arranged horizontally along the length of the well and spaced apart circumferentially. One end of each of the first and second infiltration pipes is connected to the collection well. A central pipe is vertically installed within the collection well, with one end extending from the top of the well and connected to a pump. A piston is installed on the inner wall of the collection well, and a drive mechanism drives the piston to reciprocate along the height of the well. Cleaning fluid can be introduced into the collection well via the pump, pushing it into the first and second infiltration pipes, thereby enabling backwashing of the pipes. Therefore, this water collection system effectively collects and extracts water flowing beneath the basement floor, reducing the problem of the floor slab buoyancy caused by water flowing beneath it and preventing blockage of the infiltration pipes.

Description

Technical Field

[0001] This invention relates to the field of anti-buoyancy foundation treatment technology, specifically to a groundwater collection and drainage system for anti-buoyancy of basement floor slabs. Background Technology

[0002] Anti-buoyancy design is a crucial aspect of basement design. Current measures for addressing buoyancy in practical engineering include dewatering, ballast methods, and the installation of anti-uplift piles or anti-buoyancy anchors. Each method has its advantages, disadvantages, and applicability. Although relevant building codes have explored this area, the regulations are not clear enough, there is a lack of unified understanding of buoyancy design, the current anti-buoyancy design concept is incomplete, a clear systematic theory has not yet been established, and commonly used anti-buoyancy design models and calculation methods tend to be overly simplified. When it rains and the groundwater level rises, the basement floor slab experiences upward pressure, gradually rising until the pressure exceeds the slab's withstand limit, at which point the basement floor slab bulges and cracks.

[0003] To address the problems caused by basement uplift, methods such as ballast, anti-uplift piles, or anti-uplift anchors are commonly used. However, these methods are costly and time-consuming. To overcome these issues of high cost and low efficiency, existing technologies also include installing pressure relief wells on the basement floor slab to pump out groundwater and reduce uplift caused by groundwater beneath the slab. While this method effectively relieves pressure and reduces construction costs, the seepage pipes beneath the basement floor slab become clogged over time due to the accumulation of silt or other sediments. Consequently, the pressure relief wells cannot adequately collect water from below the basement floor slab, still leading to problems with the basement floor slab. Summary of the Invention

[0004] The purpose of this invention is to provide a groundwater collection and drainage system for preventing buoyancy of basement floor slabs. This system can effectively collect and extract water flowing under the basement floor slab to reduce the problem of the floor slab floating caused by the water flowing under the basement floor slab, and can avoid problems such as blockage of seepage pipes.

[0005] The specific technical solution adopted by this invention is as follows:

[0006] A groundwater collection and drainage system for anti-buoyancy of basement floor slabs, comprising:

[0007] The collection well is vertically installed below the base plate;

[0008] The first permeation pipe is horizontal in the length direction and is arranged in multiple sets at intervals along the circumferential direction of the collection well;

[0009] Second permeation pipe, length direction horizontal and along the circumference direction of the collection well interval arrangement multiple groups, the second permeation pipe is arranged below the first permeation pipe;

[0010] One end of the first permeation pipe and the second permeation pipe is communicated with the collection well;

[0011] The vertical center pipe is arranged in the collection well, and the center pipe is communicated with the pump at one end of the upper end pipe of the collection well.

[0012] The application also has the following features:

[0013] In the preferred embodiment of the application, the inner wall of the collection well is provided with a push piston, the driving mechanism drives the push piston to reciprocate along the height direction of the collection well, and the edge of the piston is sealed with the inner wall of the collection well, and the piston is installed on the outer wall of the center pipe.

[0014] In the preferred embodiment of the application, the lower end of the center pipe is provided with a horn seal body, and the inner wall of the lower end of the collection well is provided with an annular platform, and the large size end of the horn seal body and the annular platform form two states, one is that the large size end of the horn seal body abuts against the annular platform, and the lower end of the collection well is blocked, and the driving mechanism drives the push piston to reciprocate along the inner wall of the collection well, and the other is that the large size end of the horn seal body is separated from the annular platform, and the pump is started.

[0015] In the preferred embodiment of the application, the lower end of the collection well is open, and the lower end of the collection well is provided with a water collecting channel at intervals in the circumferential direction, the water collecting channel is arranged along the radial direction of the collection well, and the lower end of the collection well is further provided with an anti-floating flap.

[0016] In the preferred embodiment of the application, the first permeation pipe is provided with a branch pipe on the pipe body, the extension end of the branch pipe is communicated with the collection well, and the first permeation pipe is provided with a squeeze piston in the lumen at one end, the squeeze piston reciprocates in the lumen of the first permeation pipe and pushes the liquid in the first permeation pipe.

[0017] In the preferred embodiment of the application, a reset spring is sleeved on the squeeze piston, the two ends of the reset spring abut against one end of the squeeze piston and the pipe end of the first permeation pipe respectively, one end of the squeeze piston is provided with a wedge-shaped flap, the outer side of the wedge-shaped flap abuts against a driving roller, the driving mechanism drives the push piston to reciprocate along the inner wall of the collection well and drives the squeeze piston to reciprocate in the lumen of the first permeation pipe.

[0018] In an embodiment of the invention, the upper end of the collection well is provided with a support body, the support body is annular in shape, and a rubber elastic body is arranged between the upper end of the collection well and the support body, the rubber elastic body is coaxially arranged with the support body, a driving cover is coaxially arranged above the support body, a plurality of sets of reset elastic bodies are arranged in the circumferential direction between the driving cover and the annular surface of the support body, the reset elastic bodies are arranged in the axial direction of the support body, and the wheel frame of the driving roller is mounted on the driving cover.

[0019] In an embodiment of the invention, the driving mechanism further comprises a driving ring arranged on the outer wall of the central pipe, the driving ring abuts against the upper cover surface of the driving cover, and the upper end of the central pipe is communicated with the pump through a hose.

[0020] In an embodiment of the invention, the upper plate surface of the bottom plate is provided with a working well, a well cover is vertically and slidingly arranged at the well opening of the working well, a driving pipe is arranged above the well cover, the central pipe passes through the driving pipe and is communicated with the outside, the driving pipe abuts against the upper annular surface of the driving ring, and the driving mechanism further comprises a driving eccentric body arranged above the cover surface of the well cover, one end of the driving eccentric body is provided with a driving wheel, the driving wheel abuts against or is away from the upper plate surface of the well cover, the other end of the driving eccentric body is rotatably mounted on the frame through a rotating shaft, and the rotating shaft is driven to rotate by a driving motor.

[0021] In an embodiment of the invention, a limiting wheel is further rotatably arranged on the well cover, the limiting wheel abuts against or is away from the upper plate surface of the well cover, and the limiting wheel is assembled to be capable of adjusting the height of the upper cover surface of the well cover.

[0022] The technical effects achieved by the invention are as follows: when collecting underground water under the basement floor, a collection well is arranged under the basement floor, the number of the collection wells can be arranged according to the actual area of the basement, then a first permeation pipe and a second permeation pipe are arranged in the height direction of the collection well, the first permeation pipe and the second permeation pipe are arranged in the circumferential direction of the collection well, thereby the underground water in the limited area under the basement floor can be collected, the underground water can enter the collection well through the first permeation pipe and the second permeation pipe, and can be pumped out through a pump and a central pipe, the pump can introduce cleaning liquid into the collection well, and the driving mechanism can drive the push piston to reciprocate in the height direction of the collection well, thereby the cleaning liquid can be pushed into the first permeation pipe and the second permeation pipe, and backwashing of the first permeation pipe and the second permeation pipe can be implemented, thereby the first permeation pipe and the second permeation pipe can be prevented from being blocked, the water collection system can effectively collect and pump out the water under the basement floor, thereby the problem of the basement floor floating up caused by the water under the basement floor can be reduced, and the problem of the permeation pipe being blocked can be avoided. BRIEF DESCRIPTION OF DRAWINGS

[0023] Figure 1 This is a top view of the water collection system located on the underground water slab in one embodiment of the present invention.

[0024] Figure 2 In one embodiment of the present invention, the water collection system below the basement floor slab is shown in the front view of the underground water floor slab.

[0025] Figure 3 and Figure 4 These are schematic diagrams of two perspectives of the water collection system under the basement floor slab in one embodiment of the present invention.

[0026] Figure 5 and Figure 6 These are schematic diagrams of two perspectives of the water collection system under the basement floor slab in one embodiment of the present invention after the partial structure has been removed.

[0027] Figure 7 This is a schematic cross-sectional view of the water collection system under the basement floor slab in one embodiment of the present invention after the portion of the system has been removed.

[0028] Figure 8 This is a cross-sectional plan view of the water collection system under the basement floor slab in one embodiment of the present invention after part of the structure has been removed.

[0029] Figure 9 This is a schematic diagram of the structure of the first permeation tube in one embodiment of the present invention.

[0030] Figure 10 This is a partial cross-sectional schematic diagram of the first permeation tube in one embodiment of the present invention. Detailed Implementation

[0031] To make the objectives and advantages of this invention clearer, the invention will be specifically described below with reference to embodiments. It should be understood that the following text is merely used to describe one or more specific embodiments of the invention and does not strictly limit the scope of protection specifically claimed by the invention. As used herein, the terms "parallel" and "perpendicular" are not limited to their strict geometric definitions, but include tolerances for reasonable and inconsistent machining or human errors.

[0032] The following is in conjunction with the appendix Figures 1 to 10 The water collection system under the basement floor slab of the present invention will be described in detail below:

[0033] The basement floor is easy to be affected by the underground water floating to cause certain diseases, such as the basement floor cracking, arching, and even more, the basement bearing column cracking or breaking, so the anti-floating design of the basement is the key point of the actual construction. The reason for the basement floor floating is that the rainwater outside seeps into the basement floor through the building peripheral side wall position and seeps into the basement floor below the building side wall, and a part of the underground water below the basement floor also flows in. With the accumulation of underground water, the underground water produces floating force on the floor of the building, so the above diseases are easy to cause. The larger the span of the basement is, the more obvious the above diseases are. The gravity of the building above the basement can resist the floating force below the basement floor. However, the larger the span of the empty area between buildings is, the more shear force the basement floor below the empty area will produce, and thus the diseases caused by the floating force of the basement are easy to cause. In the prior art, the anti-floating pile or anti-floating anchor rod is used to eliminate the floating force of the basement floor, and the anti-floating pile or anti-floating anchor rod needs to be densely arranged. However, in the actual construction, the cost is high, and a large amount of foundation construction work needs to be done before the basement construction, which leads to low construction efficiency. Therefore, the method of collecting and pumping the underground water to eliminate the floating force below the basement floor is proposed. However, in the actual collection of underground water, the stone with multiple voids is used to fill, and the permeation pipe is embedded in the stone. However, with the increase of the service life, the permeation pipe and the stone are easy to be blocked, the underground water changes the flow path, and the underground water is stored in other positions. In the actual collection of underground water, there are great difficulties, so the diseases of the basement floor still exist. Therefore, the underground water collection and pumping system for the basement floor anti-floating is proposed, which comprises a collection well 100 vertically arranged below the floor 200, a first permeation pipe 300 horizontally arranged in length and spaced apart in multiple groups along the circumferential direction of the collection well 100, a second permeation pipe 400 horizontally arranged in length and spaced apart in multiple groups along the circumferential direction of the collection well 100, the second permeation pipe 400 being arranged below the first permeation pipe 300, one end of the first permeation pipe 300 and the second permeation pipe 400 being communicated with the collection well 100, a central pipe 500 vertically arranged in the collection well 100, one end of the central pipe 500 protruding from the upper end of the collection well 100 being communicated with a pump, a pushing piston 600 being arranged on the inner wall of the collection well 100, a driving mechanism driving the pushing piston 600 to reciprocate along the height direction of the collection well 100, the edge of the piston 600 being sealed with the inner wall of the collection well 100, and the piston 600 being installed on the outer wall of the central pipe 500.

[0034] In an embodiment, before the basement construction, the collection well 100 is arranged in the foundation pit, the position of the collection well 100 should be arranged in the open area above the basement without buildings, and the arrangement of the collection well 100 should be spaced according to the actual span of the open area, the spacing between the collection wells 100 should be appropriate, between 20m to 30m, and the first permeation pipe 300 and the second permeation pipe 400 are arranged in the vertical direction of the collection well 10, the first permeation pipe 300 and the second permeation pipe 400 are arranged in multiple groups along the circumferential direction of the collection well 100, the first permeation pipe 300 and the second permeation pipe 400 are selected from PVC porous hard permeation pipes, groundwater can permeate through the first permeation pipe 300 and the second permeation pipe 400, and the groundwater is guided into the collection well 100, the lower part of the collection well 100 can be selected as an open form, a part of the groundwater enters the collection well 100 through the open position of the lower part of the collection well 100, and is pumped through the central pipe 500, thereby the pumping of the water in the collection well 100 is implemented quickly, and the rapid discharge of the groundwater is ensured.

[0035] In an embodiment, a water quantity sensor can be arranged in the collection well 100, when a certain amount is reached, the pump is started to quickly implement the rapid discharge of the water flow in the collection well 100.

[0036] In an embodiment, as the service life of the material permeating water under the bottom plate increases, the groundwater permeating into the permeation pipe and the permeable stone is rich in a large amount of calcium, magnesium, iron ions, free ions and various salt acid root ions remaining in the permeable material to form salt aggregates difficult to self-dissolve, and are aggregated in the void of the permeation pipe and the various groundwater flow gaps, thereby causing the groundwater to be unable to permeate into the collection well 100, so that after 1 to 2 years of use, the problem of blockage is prone to occur, the blocking agent is introduced into the central pipe 500 by the pump, the blocking agent is filled in the collection well 100, the driving mechanism is started to drive the push piston 600 to reciprocate along the height direction of the collection well 100, thereby the blocking agent in the collection well 100 is backflowed into the first permeation pipe 300 and the second permeation pipe 400, thereby the backwashing of the first permeation pipe 300 and the second permeation pipe 400 is implemented, the blocking agent can effectively enter the first permeation pipe 300, the second permeation pipe 400 and the various groundwater flow gaps, thereby the purpose of dissolving the deposited salt is achieved, the purpose of effectively cleaning the blockage problem is achieved, the conduction of the entire groundwater flow channel is ensured, and the effective permeation of the groundwater into the collection well 100 is ensured.

[0037] In an embodiment, when the collection well 100 is filled with the blocking agent, the driving mechanism is started to drive the push piston 600 to reciprocate along the height direction of the collection well 100, so that the blocking agent is reversely flowed into the underground water fissures through the first permeation pipe 300 and the second permeation pipe 400 under the pressure, thereby realizing the dissolution of the sediment. The push piston 600 repeatedly moves up and down in the collection well 100, which can realize the repeated pumping and pushing of the blocking agent, ensure the flow of the entire blocking agent, and further ensure the dissolution of the sediment.

[0038] In an embodiment, the blocking agent is a natural polymer blocking agent, a phosphorus-containing scale inhibitor, a copolymer blocking agent, and the like, which can effectively eliminate various polymers, form soluble polymers with calcium ions, magnesium ions and the like in the permeation pipe fissures and the flow guide fissures under the floor, so that the sediment cannot be aggregated to form a large volume of sediment, and ensure the normal flow of the entire underground water and the flow into the collection well 100.

[0039] In an embodiment, the push piston 600 can be made of flexible rubber or hard high-slip stone, which can basically ensure the sealing between the push piston 600 and the collection well 100, and avoid large water leakage problems.

[0040] In an embodiment, the lower end of the central pipe 500 is provided with a horn sealing body 510, and the inner wall of the lower end of the collection well 100 is provided with an annular table 130. The large-size end of the horn sealing body 510 and the annular table 130 form two states. One is that the large-size end of the horn sealing body 510 abuts against the annular table 130, and the lower end of the collection well 100 is blocked, corresponding to the driving mechanism driving the push piston 600 to reciprocate along the inner wall of the collection well 100. The other is that the large-size end of the horn sealing body 510 is separated from the annular table 130, corresponding to the start of the pump.

[0041] In an embodiment, when the horn sealing body 510 at the lower end of the central pipe 500 abuts against the annular table 130 at the lower end of the collection well 100, the push piston 600 is matched, so that a closed space is formed in the collection well 100. By starting the driving mechanism, the blocking agent in the collection well 100 can be guided out of the first permeation pipe 300 and the second permeation pipe 400 to other water flow fissures under the floor, thereby realizing the dissolution of the sediment and ensuring the conduction.

[0042] In an embodiment, when the horn sealing body 510 at the lower end of the central pipe 500 is separated from the annular table 130 at the lower end of the collection well 100, this state is the normal state of water flow pumping in the collection well 100. By starting the pump, the water flow in the collection well 100 is pumped in real time through the central pipe 500 to reduce the buoyancy received by the basement floor.

[0043] In an embodiment, to ensure the permeated water flow from the lower end of the collection well 100 into the collection well 100, the lower end of the collection well 100 is integrally open, and the lower end of the collection well 100 is spaced in a circumferential direction by a water collection channel 110, which is arranged along the radial direction of the collection well 100, and the lower end of the collection well 100 is further extended to be provided with an anti-floating flap 120.

[0044] In an embodiment, the external water flow is introduced into the collection well 100 through the first permeation pipe 300 and the second permeation pipe 400, and a part of the water flow also enters the interior from the lower end opening of the collection well 100 through the water collection channel 110, thereby realizing real-time collection of underground water.

[0045] In an embodiment, the collection well 100 and the anti-floating flap 120 form a "T"-shaped cap-shaped structure, the anti-floating flap 120 is placed on the base surface of the foundation pit, which can effectively improve the stability of the entire collection well 100 and can play a supporting role for the basement bottom plate.

[0046] In an embodiment, the first permeation pipe 300 and the second permeation pipe 400 are arranged in the up-down direction of the collection well 100 to ensure effective collection in the longitudinal space of the basement, and the arrangement spacing of the first permeation pipe 300 and the second permeation pipe 400 should not be too large.

[0047] In an embodiment, the first permeation pipe 300 is provided with a branch pipe 310 on the pipe body, the extended end of the branch pipe 310 is in communication with the collection well 100, and an extrusion piston 320 is arranged in the one-end lumen of the first permeation pipe 300, the extrusion piston 320 reciprocates in the lumen of the first permeation pipe 300 and pushes the liquid in the first permeation pipe 300.

[0048] In an embodiment, the collection of underground water in the upper layer position, the first permeation pipe 300 is provided with a branch pipe 310, and the branch pipe 110 is located below the first permeation pipe 300, and by starting the driving mechanism, the push piston 600 reciprocates in the collection well 100, and the extrusion piston 320 is also connected to drive the first permeation pipe 300 to push the blocking agent in the first permeation pipe 300, to ensure that the blocking agent in the first permeation pipe 300 can flow repeatedly, to ensure that the blocking agent can melt the sediment in the gap, and to ensure that the first permeation pipe 300 can effectively collect the underground water.

[0049] In an embodiment, in order to implement the reciprocating movement of the extrusion piston 320 along the first permeation pipe 300, a reset spring 321 is sleeved on the extrusion piston 320, two ends of the reset spring 321 are respectively abutted against one end of the extrusion piston 320 and one end of the first permeation pipe 300, and a wedge-shaped flap 322 is arranged on one end of the extrusion piston 320, and the wedge-shaped flap 322 is abutted against a driving roller 323, and the driving mechanism drives the pushing piston 600 to reciprocate along the inner wall of the collection well 100 and drives the extrusion piston 320 to reciprocate along the lumen of the first permeation pipe 300.

[0050] In an embodiment, during the reciprocating movement of the pushing piston 600 along the inner wall of the collection well 100 by the driving mechanism, the pushing piston 600 reciprocates along the inner wall of the collection well 100, and the flow of the blocking agent in the entire collection system is driven, and the extrusion piston 320 is also driven to reciprocate along the lumen of the first permeation pipe 300, so that the driving of the blocking agent in the first permeation pipe 300 at a high position is implemented, and the reciprocating flow of the blocking agent in the first permeation pipe 300 and the gap is ensured, and the water flow of the gap in the entire collection system is ensured.

[0051] Further, in order to support the pushing piston 600, the pushing piston 600 is in a high position in a normal state, an upper end of the collection well 100 is provided with a support body 700, the support body 700 is annular as a whole and is provided with a rubber elastic body 710 between the upper end of the collection well 100, the rubber elastic body 710 is coaxially arranged with the support body 700, a driving cover 720 is coaxially arranged above the support body 700, a plurality of reset elastic bodies 730 are arranged in a circumferential direction between the driving cover 720 and the annular surface of the support body 700, the reset elastic bodies 730 are arranged in an axial direction of the support body 700, and a wheel frame of the driving roller 323 is mounted on the driving cover 720.

[0052] In an embodiment, the rubber elastic body 710 can support the support body 700, so that the support body 700 is in a normal state in a normal state, and the pushing piston 600 and the central pipe 500 inside are in a high position, so that the horn sealing body 510 at the lower end of the central pipe 500 is separated from the annular table 130 at the lower end of the collection well 100, so that the pumping of the underground water in the collection well 100 can be implemented in a normal state, and the underground water below the basement floor is ensured to be in a reasonable state.

[0053] In an embodiment, the driving mechanism further comprises a driving ring 520 arranged on the outer wall of the central pipe 500, the driving ring 520 is abutted against the upper cover surface of the driving cover 720, and the upper end of the central pipe 500 is communicated with a pump through a hose 530.

[0054] In an embodiment, the upper plate surface of the base plate 200 is provided with a working well 210, the well mouth of the working well 210 is vertically slidingly provided with a well cover 220, the well cover 220 is provided with a driving pipe 221 extending upward, the central pipe 500 communicates with the outside through the driving pipe 221, the driving pipe 221 abuts against the upper ring surface of the driving ring 520, the driving mechanism further comprises a driving eccentric body 540 provided above the cover surface of the well cover 220, one end of the driving eccentric body 540 is provided with a driving wheel 541 abutting against or away from the upper plate surface of the well cover 220, the other end of the driving eccentric body 540 is rotatably installed on the rack through a rotating shaft, and a driving motor 542 drives the rotating shaft to rotate.

[0055] When the backwashing operation in the entire collection system is implemented, the driving motor 542 is started to drive the driving eccentric body 540, and then the well cover 220 slides up and down along the working well 210, so that the driving ring 520 is driven through the driving pipe 221 in real time, the central pipe 500 drives the support body 700 to compress the rubber elastic body 710, and then the reciprocating pushing of the pushing piston 600 is implemented to suck and push out the blocking agent, so that the blocking agent reciprocates in the gap of the entire underground water collection system to ensure the melting of the sediment and ensure the conduction. At this time, the lower end of the central pipe 500 is provided with a horn sealing body 510 abutting against the annular table surface 130 at the lower end of the collection well 100, so that the collection well 100 presents a sealed space.

[0056] In an embodiment, in order to adjust the position state of the central pipe 500, the horn sealing body 510 at the lower end of the central pipe 500 abuts against or separates from the annular table surface 130 at the lower end of the collection well 100, and then the switching between the two states of sucking underground water or introducing blocking agent is ensured. The well cover 220 is further rotatably provided with a limiting wheel 550 abutting against or away from the upper plate surface of the well cover 220, and the limiting wheel 550 is assembled to adjust the height of the upper cover surface of the well cover 220.

[0057] In an embodiment, the limiting wheel 550 is rotatably installed on a driving arm 551, the driving arm 551 is rotatably installed on the rack, and the driving arm 551 is provided with a driving roller 552, the roller frame of the driving roller 552 is fixed on an electric cylinder 553, the electric cylinder 553 is vertically arranged, the electric cylinder 553 is started to drive the driving arm 551 in real time, and then the driving of the well cover 220 is implemented, and then the horn sealing body 510 at the lower end of the central pipe 500 abuts against the annular table surface 130 at the lower end of the collection well 100 to seal the lower end of the collection well 100.

[0058] When the blocking agent is introduced into the working well by the pump from the central pipe 500, when the working well 100 is filled with the blocking agent, the limiting wheel 550 is at the high position, and the central pipe 500 is at the high position, so that the trumpet seal 510 at the lower end of the central pipe 500 is separated from the annular table 130 at the lower end of the collecting well 100, and the blocking agent can enter the working well 100 through the gap of the trumpet seal 510, when the working well 100 is filled with the blocking agent, the trumpet seal 510 at the lower end of the central pipe 500 is abutted with the annular table 130 at the lower end of the collecting well 100 by starting the limiting wheel 550, so as to ensure the sealing of the working well 100, and the trumpet seal 510 is deformed to a large extent, the driving motor 542 is started again, the driving eccentric body 540 is driven, and then the well cover 220 slides up and down along the working well 210, so as to drive the driving ring 520 through the driving pipe 221 in real time, and the central pipe 500 drives the support body 700, so as to compress the rubber elastic body 710, and then reciprocatingly push the push piston 600, so as to suck and push out the blocking agent, so that the blocking agent reciprocates in the gap of the whole underground water collecting system, so as to ensure the melting of the sediment and ensure the conduction.

[0059] The above embodiments are only used to illustrate the technical method of the present application, not to limit the present application. Although the present application is described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the technical method of the present application can be modified or replaced equivalently without departing from the spirit and scope of the technical method of the present application.

Claims

1. A groundwater collection and drainage system for basement floor anti-floating, characterized in that: Comprising a collecting well (100) vertically arranged at a position below a floor (200); a first permeation pipe (300) horizontally arranged in length and spaced in multiple groups along a circumferential direction of the collecting well (100); a second permeation pipe (400) horizontally arranged in length and spaced in multiple groups along a circumferential direction of the collecting well (100), the second permeation pipe (400) being arranged below the first permeation pipe (300); one end of the first permeation pipe (300) and the second permeation pipe (400) being in communication with the collecting well (100); a central pipe (500) vertically arranged in the collecting well (100), the central pipe (500) being in communication with a pump at one end of an upper end pipe opening of the collecting well (100); a pushing piston (600) being arranged on an inner wall of the collecting well (100), a driving mechanism driving the pushing piston (600) to reciprocate along a height direction of the collecting well (100), an edge of the pushing piston (600) being sealed with the inner wall of the collecting well (100), the pushing piston (600) being installed on an outer wall of the central pipe (500); a lower end of the central pipe (500) being provided with a horn sealing body (510), an inner wall of a lower end of the collecting well (100) being provided with an annular mesa (130), a large-size end of the horn sealing body (510) being in two states with the annular mesa (130); one state is that the large-size end of the horn sealing body (510) abuts against the annular mesa (130), the lower end of the collecting well (100) being blocked, the driving mechanism driving the pushing piston (600) to reciprocate along the inner wall of the collecting well (100); the other state is that the large-size end of the horn sealing body (510) is separated from the annular mesa (130), the pump being started.

2. The underground water collecting and draining system for basement floor anti-floating according to claim 1, characterized in that: the lower end of the collecting well (100) is in an open state as a whole, and water collecting channels (110) are spaced in a circumferential direction of the lower end of the collecting well (100), the water collecting channels (110) being arranged along a radial direction of the collecting well (100), and the lower end of the collecting well (100) is further provided with an anti-floating flap (120).

3. The underground water collecting and draining system for basement floor anti-floating according to claim 1, characterized in that: a branch pipe (310) is arranged on the first permeation pipe (300), an extension end of the branch pipe (310) being in communication with the collecting well (100), an extrusion piston (320) being arranged in a lumen of one end of the first permeation pipe (300), the extrusion piston (320) reciprocating in the lumen of the first permeation pipe (300) and pushing the liquid in the first permeation pipe (300).

4. The underground water collecting and draining system for basement floor anti-floating according to claim 3, characterized in that: The extrusion piston (320) is sleeved with a reset spring (321), two ends of the reset spring (321) are respectively abutted with one end of the extrusion piston (320) and a pipe end of the first permeation pipe (300), one end of the extrusion piston (320) is provided with a wedge-shaped folding plate (322), the wedge-shaped folding plate (322) is abutted with a driving roller (323) outside, the driving mechanism drives the push piston (600) to reciprocate along the inner wall of the collection well (100) and drives the extrusion piston (320) to reciprocate along the lumen of the first permeation pipe (300).

5. The underground water collection and drainage system for basement floor anti-floating according to claim 4, wherein: The upper end of the collection well (100) is provided with a support body (700), the support body (700) is annular as a whole and is provided with a rubber elastic body (710) between the upper end of the collection well (100), the rubber elastic body (710) is coaxially arranged with the support body (700), a driving cover (720) is coaxially arranged above the support body (700), a plurality of groups of reset elastic bodies (730) are arranged in the circumferential direction between the driving cover (720) and the annular surface of the support body (700), the reset elastic bodies (730) are arranged in the axial direction of the support body (700), and a wheel frame of the driving roller (323) is mounted on the driving cover (720).

6. The underground water collection and drainage system for basement floor anti-floating according to claim 5, wherein: The driving mechanism further comprises a driving ring (520) arranged on the outer wall of the central pipe (500), the driving ring (520) is abutted with the upper cover surface of the driving cover (720), and the upper end of the central pipe (500) is communicated with a pump through a hose (530).

7. The underground water collection and drainage system for basement floor anti-floating according to claim 6, wherein: The upper plate surface of the floor (200) is provided with a working well (210), a well cover (220) is vertically and slidingly arranged at the well mouth position of the working well (210), a driving pipe (221) is arranged above the well cover (220), the central pipe (500) passes through the driving pipe (221) and is communicated with the outside, the driving pipe (221) is abutted with the upper ring surface of the driving ring (520), and the driving mechanism further comprises a driving eccentric body (540) arranged above the cover surface of the well cover (220), one end of the driving eccentric body (540) is provided with a driving wheel (541), the driving wheel (541) is abutted with or away from the upper plate surface of the well cover (220), the other end of the driving eccentric body (540) is rotatably mounted on a rack through a rotating shaft, and a driving motor (542) drives the rotating shaft to rotate.

8. The underground water collection and drainage system for basement floor anti-floating according to claim 7, wherein: The well lid (220) is further provided with a limiting wheel (550) which is arranged to rotate on the well lid (220) and abuts against or is away from the upper plate surface of the well lid (220), and the limiting wheel (550) is assembled to be able to adjust the height of the upper cover surface of the well lid (220).

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