CN116770873A - Basement waterproof structure and construction method thereof - Google Patents

Abstract

The invention discloses a basement waterproof structure and a construction method thereof, and in particular relates to the technical field of basement waterproofing, comprising a basement, wherein one side of the basement, which is provided with concrete, is embedded with a plurality of first outer distribution pipes, and the other side of the basement, which is provided with concrete, is embedded with a multi-point outer distribution mechanism; the multi-point outer row mechanism comprises a plurality of second outer row distribution pipes which are embedded and installed on the other side of the concreting in the basement. According to the invention, the multi-point discharging mechanism is adopted to enable the plurality of first discharging distribution pipes to suck pressurized water into the first discharging distribution pipes below the polymer flexible sheet, the collecting suction pipe sucks the water into the upper discharging pipes, the communicating pipes collect the water and then convey the water into the diversion discharge pipes, so that the water below the polymer flexible sheet can be discharged, the polymer flexible sheet is prevented from being extruded by larger pressure generated by penetrating water, and the waterproof performance is better.

Description

Basement waterproof structure and construction method thereof

Technical Field

The invention relates to the technical field of basement waterproofing, in particular to a basement waterproofing structure and a construction method thereof.

Background

The basement waterproof structure is a series of waterproof measures adopted for preventing the basement from being damaged by water caused by groundwater infiltration, the basement waterproof structure and the construction method thereof are characterized in that an outer waterproof layer is mainly arranged on the outer wall surface of the basement, the common outer waterproof material comprises asphalt and polyvinyl chloride waterproof coiled materials, an inner waterproof layer is arranged on the inner wall surface or the bottom plate of the basement, and the common inner waterproof material comprises polymer modified cement, paint and waterproof coiled materials, so that the basement is waterproof.

According to the basement waterproof coiled material construction method and waterproof structure disclosed in the patent of Chinese patent publication No. CN112411631A, aiming at the fact that waterproof coiled materials are mostly used in practical engineering application, in construction, the unstable adhesion between the waterproof coiled materials and a base layer becomes a main influence affecting the qualification of one-time construction, water channeling is even caused in the later stage, the engineering quality is affected, and the main factors affecting the unstable adhesion between the waterproof coiled materials and the base layer are unstable leveling layers and improper coiled material paving methods; the water in the decompression layer is discharged into the cushion layer when the pressure of the decompression layer is larger than the static water pressure, so that the pressure self-balancing is completed; the base layer and the waterproof coiled material layer form a secondary waterproof structure, so that the waterproof of the basement is reinforced, and the technical effect is that the static water balance of the whole basement is balanced by storing and recharging the decompression layer according to the underground static water pressure; however, the waterproof structure has the following drawbacks;

above-mentioned waterproof construction is in waterproof in-process, in the water drainage in the decompression layer goes into the bed course, and can cause a large amount of water to be difficult to the even dispersion discharge after the drainage, still can lead to the inside water of decompression layer to produce great pressure, and water osmotic pressure is great like this, easily leads to the water infiltration, and the water-proof effects is relatively poor, and this needs to provide a basement waterproof construction and construction method thereof.

Disclosure of Invention

In order to overcome the defects in the prior art, the invention provides a basement waterproof structure and a construction method thereof.

In order to achieve the above purpose, the present invention provides the following technical solutions: the basement waterproof structure comprises a basement, wherein concrete is poured on the basement, one side of the basement, which is poured with the concrete, is provided with a plurality of first outer distribution pipes in an embedded manner, and the other side of the basement, which is poured with the concrete, is provided with a multi-point outer distribution mechanism in an embedded manner;

the multi-point position outer arrangement mechanism comprises a plurality of second outer arrangement distribution pipes embedded and installed on the other side of the poured concrete in the basement, a collecting suction pipe is communicated with the top end of a first outer arrangement distribution pipe, an upper row pipe is communicated with the top end of the collecting suction pipe and near the middle position of the collecting suction pipe, a communicating pipe is communicated with the top end of the second outer arrangement distribution pipe, a diversion discharge pipe is arranged at the top end of the communicating pipe and near the middle position of the communicating pipe, a waterproof assembly is arranged on the outer wall of the first outer arrangement distribution pipe and near the bottom end of the first outer arrangement distribution pipe, guide branch rings are arranged in the first outer arrangement distribution pipe and the second outer arrangement distribution pipe, a plurality of guide branch rings are installed at the bottom ends of the guide branch rings, the first outer arrangement distribution pipes are fixed with the poured concrete in the basement through concrete pouring, the first outer arrangement pipes are sequentially arranged at equal intervals from front to back, the second outer arrangement distribution pipes are fixedly connected with the concrete in the basement, and the second outer arrangement distribution pipes are sequentially arranged from front to right outer arrangement pipes and the first outer arrangement distribution pipes are made of equal distance from the first outer distribution pipes and the second outer distribution pipes.

Preferably, a plurality of first outer distribution pipe and last calandria all with collect and inhale fixed connection between the pipe, go up calandria and collect and inhale the pipe inner wall and all pass through polishing treatment, fixed connection between communicating pipe and the water conservancy diversion exhaust pipe, the inside of water conservancy diversion exhaust pipe and communicating pipe is all established to smooth surface, the below of first outer distribution pipe is equipped with the infiltration concrete substrate, the front side embedding of infiltration concrete substrate has been pour lateral carbon fiber filter screen strip, and fixed connection between lateral carbon fiber filter screen strip and the infiltration concrete substrate, the top of infiltration concrete substrate has embedded a plurality of surface carbon fiber filter screens in proper order from the front to the right, a plurality of surface carbon fiber filter screen all with infiltration concrete substrate between fixed connection.

Through adopting above-mentioned technical scheme, the water of basement enters into the inside side direction carbon fiber filter screen strip of infiltration concrete substrate, water pressure can enter into surface carbon fiber filter screen below position department, when the water pressure is great through surface carbon fiber filter screen, through two pump pipeline butt joint respectively to last calandria top and water conservancy diversion exhaust pipe top position department, start two pumps and make and go up the calandria and produce suction, a plurality of first outer distribution pipes can be in the flexible sheet of polymer with the pressurized water body suction to first outer distribution pipe inside, enter into through first outer distribution pipe and collect the suction pipe inside, inhale the water body to the calandria inside by collecting the suction pipe, go out through last calandria outside, a plurality of second outer distribution pipes can inhale the water body inside communicating pipe, it is inside to carry the water conservancy diversion exhaust pipe to collect after, go out through the water conservancy diversion exhaust pipe, can play the discharge effect to the water below the flexible sheet of polymer, avoid the water permeability to produce great extrusion polymer flexible sheet, the flexible sheet of polymer is easy to permeate the flexible sheet receives the flexible gap of polymer, the difficult to receive and causes the flexible sheet of polymer to press water inflow.

Preferably, the waterproof assembly comprises a high polymer flexible sheet material arranged on the outer wall of the first outer distribution pipe and close to the bottom end position of the first outer distribution pipe, a pre-paved concrete protective layer, a waterproof filling adhesive layer and an asphalt filling coiled material are sequentially arranged above the high polymer flexible sheet material from bottom to top, the asphalt filling coiled material is fixedly connected with the pouring concrete and the waterproof filling adhesive layer on the basement respectively, and the high polymer flexible sheet material and the waterproof filling adhesive layer are fixedly bonded with the pre-paved concrete protective layer.

Through adopting above-mentioned technical scheme, pour concrete through the basement and push down the pitch filling coiled material, pitch filling coiled material drives waterproof filling glue film and extrudees downwards, waterproof filling glue film and pre-paved concrete protective layer and the flexible sheet of polymer can laminate in the upper position department of infiltration concrete substrate.

Preferably, the row presses the subassembly including installing the branch ring that permeates water in the direction branch ring bottom, the vertical sliding connection of inner wall of direction branch ring has the direction pillar, the outer wall of direction pillar just is located the branch ring below position fixedly connected with extrusion spring that permeates water, extrusion collar and extrusion extension board and waterproof cushion are equipped with from the top down in proper order to the bottom of extrusion spring, fixed connection between extrusion spring and extrusion extension board and the direction pillar all and the extrusion collar, bond fixedly between extrusion extension board and the waterproof cushion, waterproof cushion below be equipped with first outer distribution pipe inner wall fixed connection's water conservancy diversion ring, the bottom of water conservancy diversion ring just is located its centre of a circle point position department and has seted up the hole that permeates water.

Through adopting above-mentioned technical scheme, water pressure enters into the downthehole of permeating water along the water conservancy diversion ring, extrude waterproof cushion position department with the water by the hole of permeating water, waterproof cushion drives extrusion extension board and makes the guide pillar upwards move, extrusion lantern ring drives extrusion spring and upwards compresses simultaneously, extrusion spring extrudes in the position department below the water permeable support ring, guide pillar moves upwards along the inside of guide support ring simultaneously, produce the clearance between waterproof cushion and the water conservancy diversion ring, water can enter into the position department below the water permeable support ring, arrange first outer distribution pipe through the hole site of water permeable support ring on, can arrange the water of great pressure into a plurality of second outer distribution pipes and a plurality of first outer distribution pipes inside.

The invention has the technical effects and advantages that:

1. according to the invention, the multi-point discharging mechanism is adopted to enable the plurality of first discharging distribution pipes to suck pressurized water into the first discharging distribution pipes below the polymer flexible sheet, the pressurized water enters the collecting suction pipes through the first discharging distribution pipes, the water is sucked into the upper discharge pipes through the collecting suction pipes, the water is conveyed into the diversion discharge pipes after being collected by the communicating pipes, and discharged outside through the diversion discharge pipes, so that the water below the polymer flexible sheet can be discharged, the phenomenon that the polymer flexible sheet is extruded under high pressure due to the fact that permeated water is produced is avoided, gaps of the polymer flexible sheet are difficult to extrude water, and the waterproof performance is better;

2. according to the invention, the waterproof assembly is adopted, water in the basement enters the lateral carbon fiber filter screen strips in the permeable concrete substrate, the pressure of the water enters the position below the surface carbon fiber filter screen, the water extrudes the inside of the first outer distribution pipe, the pressure of the water enters the permeable holes along the guide ring, and the water is discharged to the first outer distribution pipe through the holes of the permeable branch ring, so that the pressure relief and flow guiding effects can be realized on the water with specified pressure, and the overlarge pressure at the contact part of the basement is avoided;

3. according to the invention, the asphalt filling coiled material is pressed down by pouring concrete on the basement by adopting the pressure discharging assembly, the asphalt filling coiled material drives the waterproof filling adhesive layer to extrude downwards, the waterproof filling adhesive layer, the pre-paved concrete protective layer and the high polymer flexible sheet can be attached to the upper position of the permeable concrete substrate, multilayer sealing operation is realized, water permeation is avoided, and the waterproof performance is better;

in conclusion, through the mutual influence of above-mentioned a plurality of effects, firstly arrange first outer distribution pipe through the hole site of permeable branch ring on, rethread communicating pipe gathers the back and carries the water to the water conservancy diversion exhaust intraduct, carries out outer row through the water conservancy diversion exhaust pipe and goes out, can laminate in the top position department of infiltration concrete substrate through waterproof packing glue film and pre-paved concrete protective layer and polymer flexible sheet finally, can reduce waterproof extrusion force on the sum, reduce the seepage force, improve waterproof nature.

Drawings

Fig. 1 is a schematic diagram of the overall structure of a waterproof structure of a basement according to the present invention.

Fig. 2 is a schematic diagram of a separation structure of a macromolecule flexible sheet and a permeable concrete substrate in a basement waterproof structure of the invention.

Fig. 3 is a schematic view of the external structures of the first and second outer distribution pipes in the waterproof structure of the basement according to the present invention.

Fig. 4 is a schematic bottom view of a first outer distribution pipe and a second outer distribution pipe in a basement waterproof structure according to the present invention.

Fig. 5 is a schematic view of a local structure of a junction between a permeable concrete substrate and a lateral carbon fiber filter screen strip in a waterproof structure of a basement according to the present invention.

Fig. 6 is a schematic view of a vertical section partial structure of a first outer distribution pipe in a waterproof structure of a basement according to the present invention.

Fig. 7 is an enlarged schematic view of the structure of fig. 6 a according to the present invention.

The reference numerals are: 1. pouring concrete on the basement; 2. a first outer distribution pipe; 3. a second outer distribution pipe; 4. collecting the suction pipe; 5. a calandria is arranged; 6. a communicating pipe; 7. a diversion discharge pipe; 8. penetrating the concrete substrate; 9. lateral carbon fiber filter screen strips; 10. a surface carbon fiber filter screen; 11. a polymer flexible sheet; 12. pre-paving a concrete protective layer; 13. a waterproof filling adhesive layer; 14. asphalt filled coiled materials; 15. a guide support ring; 16. a water permeable support ring; 17. a guide post; 18. extruding a spring; 19. extruding the collar; 20. extruding the support plate; 21. waterproof rubber cushion; 22. a guide ring; 23. and (5) water permeable holes.

Detailed Description

The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.

The basement waterproof structure is provided with a multi-point discharging mechanism, a waterproof assembly and a discharging pressure assembly as shown in the attached drawings 1-7, the arrangement of each mechanism and assembly can firstly discharge water to the first discharging distribution pipe 2 through the hole site of the permeable support ring 16, then the water is conveyed to the inside of the diversion discharge pipe 7 after being collected through the communicating pipe 6, the water is discharged through the diversion discharge pipe 7, finally the water is adhered to the upper position of the permeable concrete substrate 8 through the waterproof filling adhesive layer 13, the pre-paved concrete protective layer 12 and the high polymer flexible sheet 11, the waterproof extrusion force can be reduced, the seepage force is reduced, the waterproof performance is improved, and the specific structure of each mechanism and assembly is as follows:

in some embodiments, as shown in fig. 1-4, the multi-point outer arrangement mechanism comprises a plurality of second outer arrangement pipes 3 embedded and installed on the basement to pour concrete 1 on the other side, the top ends of the first outer arrangement pipes 2 are communicated with collecting suction pipes 4, the top ends of the collecting suction pipes 4 are communicated with upper discharge pipes 5 near the middle position of the collecting suction pipes, the top ends of the second outer arrangement pipes 3 are communicated with communicating pipes 6, a diversion discharge pipe 7 is arranged at the top ends of the communicating pipes 6 near the middle position of the communicating pipes, a waterproof component is arranged on the outer wall of the first outer arrangement pipes 2 and near the bottom end of the first outer arrangement pipes, guide branch rings 15 are arranged in the inner parts of the first outer arrangement pipes 2 and the second outer arrangement pipes 3, a pressure-distributing component is installed at the bottom ends of the guide branch rings 15, the first outer arrangement pipes 2 are all fixedly poured with the basement by concrete, the first outer arrangement pipes 2 are sequentially equidistantly arranged from front to back, the second outer arrangement pipes 3 are fixedly connected with the basement by the collecting suction pipes 1, the second outer arrangement pipes 3 are fixedly arranged between the collecting suction pipes 3 and the basement by the polishing suction pipes 7, the inner walls of the first outer arrangement pipes 4 are fixedly arranged between the first outer arrangement pipes 3 and the polishing outer arrangement pipes 4 are fixedly arranged between the first outer arrangement pipes 4 are fixedly arranged by the polishing outer arrangement pipes 4 are fixedly arranged between the inner surfaces of the outer arrangement pipes 4 are respectively, and the inner surfaces of the outer arrangement pipes are fixedly arranged between the first outer arrangement pipes are fixedly arranged by the inner surfaces of the polishing discharge pipes are respectively, and are fixedly connected by the inner layers.

In some embodiments, as shown in the drawings, a permeable concrete substrate 8 is arranged below the first outer distribution pipe 2, a lateral carbon fiber filter screen strip 9 is embedded and poured on the front side of the permeable concrete substrate 8, and the lateral carbon fiber filter screen strip 9 is fixedly connected with the permeable concrete substrate 8, so that water passing through a basement enters the lateral carbon fiber filter screen strip 9 inside the permeable concrete substrate 8, and impurities can be filtered by the lateral carbon fiber filter screen strip 9.

In some embodiments, as shown in fig. 5, a plurality of surface carbon fiber filter screens 10 are sequentially embedded in the top end of the permeable concrete substrate 8 from front to right, and the plurality of surface carbon fiber filter screens 10 are fixedly connected with the permeable concrete substrate 8, so that the water pressure can enter the position below the surface carbon fiber filter screens 10, and the pressurized water which can be filtered again is discharged into the first outer-row distribution pipe 2 and the second outer-row distribution pipe 3.

In some embodiments, as shown in fig. 1-2, the waterproof assembly comprises a polymer flexible sheet 11 arranged on the outer wall of the first outer-row distribution pipe 2 and near the bottom end position of the first outer-row distribution pipe, a pre-paved concrete protective layer 12, a waterproof filling adhesive layer 13 and an asphalt filling coiled material 14 are sequentially arranged above the polymer flexible sheet 11 from bottom to top, the asphalt filling coiled material 14 is fixedly connected with the pouring concrete 1 and the waterproof filling adhesive layer 13 on the basement, and the polymer flexible sheet 11 and the waterproof filling adhesive layer 13 are adhered and fixed with the pre-paved concrete protective layer 12.

In some embodiments, as shown in fig. 5-7, the pressure discharging assembly comprises a permeable support ring 16 installed at the bottom end of a guide support ring 15, a guide support post 17 is vertically and slidably connected to the inner wall of the guide support ring 15, an extrusion spring 18 is fixedly connected to the outer wall of the guide support post 17 and located at the position below the permeable support ring 16, an extrusion collar 19, an extrusion support plate 20 and a waterproof rubber pad 21 are sequentially arranged at the bottom end of the extrusion spring 18 from top to bottom, the extrusion spring 18, the extrusion support plate 20 and the guide support post 17 are fixedly connected with the extrusion collar 19, the extrusion support plate 20 and the waterproof rubber pad 21 are fixedly bonded, a guide ring 22 fixedly connected with the inner wall of the first outer distribution pipe 2 is arranged below the waterproof rubber pad 21, and a permeable hole 23 is formed at the bottom end of the guide ring 22 and located at the center point of the guide ring.

A method of construction, the method comprising the steps of:

firstly, cleaning a base layer, namely cleaning foreign matters such as protrusions on the surface of the base layer by adopting a shovel blade and a broom, cleaning dust and sundries, and basically leveling the surface of the base layer, wherein all internal corners of the base layer have R50 circular arcs and external corners have R20 circular arcs within 5 mm of height error, sand holes and holes are repaired by high-grade polymer mortar, and the base layer is a firm, flat, clean, base surface without sand, hollowness, cracking and floating slurry, so that the permeable concrete base 8 can be poured;

step two, a datum line is sprung, the laying direction of the coiled material is determined on the surface of the processed base layer according to the field condition, datum lines are sprung on the base layer, the distance between the datum lines is a pair of materials of the high polymer flexible sheet 11, the pre-laid concrete protective layer 12, the waterproof filling adhesive layer 13 and the asphalt filling coiled material 14, the size of a lap joint which is not less than 80mm is reserved according to the width of the selected materials, the waterproof filling adhesive layer 13, the asphalt filling coiled material 14, the pre-laid concrete protective layer 12 and the high polymer flexible sheet 11 are sequentially sprung, and the waterproof filling adhesive layer 13, the asphalt filling coiled material 14, the pre-laid concrete protective layer 12 and the high polymer flexible sheet 11 are laid from top to bottom;

thirdly, after construction is completed, tearing off all the isolating films on the asphalt filling coiled material 14, and keeping the isolating films at the lap joint part of the reserved waterproof filling adhesive layer 13 and the pre-paved concrete protective layer 12 until the isolating films are torn off when the subsequent coiled material is constructed so as not to influence the later lap joint effect;

and fourthly, after acceptance inspection, paving the stirred concrete at the position above the asphalt filling coiled material 14, protecting the asphalt filling coiled material 14, and after completion, protecting the construction of pouring the concrete 1 bonding layer on the basement above the asphalt filling coiled material 14.

The basement waterproof structure of the invention has the following working principle:

when the water is squeezed and drained, the water body passing through the basement enters the lateral carbon fiber filter screen strips 9 in the permeable concrete substrate 8, the water body pressure can enter the position below the surface carbon fiber filter screen 10, when the water pressure is high, the water body is squeezed into the first outer distribution pipe 2 through the surface carbon fiber filter screen 10, the water body pressure enters the water permeable holes 23 along the guide rings 22, the water body is squeezed to the positions of the waterproof rubber gaskets 21 through the water permeable holes 23, the waterproof rubber gaskets 21 drive the squeezing support plates 20 to enable the guide support posts 17 to move upwards, meanwhile, the squeezing collar 19 drives the squeezing springs 18 to compress upwards, the squeezing springs 18 squeeze at the position below the water permeable support rings 16, meanwhile, the guide support posts 17 move upwards along the inside of the guide support rings 15, gaps are formed between the waterproof rubber gaskets 21 and the guide rings 22, the water body can enter the position below the water permeable support rings 16, the water body with high pressure can be discharged into the first outer distribution pipes 2 through the holes of the water body through the water permeable support rings 16, and the water body with high pressure can be discharged into the second outer distribution pipes 3 and the first outer distribution pipes 2;

when the water is uniformly discharged, the two pump pipelines are respectively connected to the top of the upper discharge pipe 5 and the top position of the diversion discharge pipe 7 in an opposite mode, two pump are started to enable the upper discharge pipe 5 to generate suction force, a plurality of first outer discharge distribution pipes 2 can suck pressurized water into the first outer discharge distribution pipes 2 below the high-polymer flexible sheet 11, the pressurized water enters the collecting suction pipe 4 through the first outer discharge distribution pipes 2, the collecting suction pipe 4 sucks the water into the upper discharge pipe 5, the water is discharged out through the upper discharge pipe 5, meanwhile, a plurality of second outer discharge distribution pipes 3 can suck the water into the communicating pipe 6, the water is conveyed into the diversion discharge pipe 7 after being collected by the communicating pipe 6, the water is discharged out through the diversion discharge pipe 7, the pressurized water can be extruded into the high-polymer flexible sheet 11 under a high pressure, the permeation water received by the high-polymer flexible sheet 11 is small, and the gap of the high-polymer flexible sheet 11 is not easy to extrude and water is not easy to enter;

when the multilayer is sealed, the asphalt filling coiled material 14 is pressed downwards through the concrete 1 poured on the basement, the asphalt filling coiled material 14 drives the waterproof filling adhesive layer 13 to be extruded downwards, the waterproof filling adhesive layer 13, the pre-paved concrete protective layer 12 and the high polymer flexible sheet 11 can be attached to the position above the permeable concrete substrate 8, so that the multilayer sealing operation can be performed on the bottom, water permeation is avoided, and the waterproof performance is better.

The foregoing description of the preferred embodiments of the invention is not intended to limit the invention to the precise form disclosed, and any such modifications, equivalents, and alternatives falling within the spirit and principles of the invention are intended to be included within the scope of the invention.

Claims (10)

1. Basement waterproof construction, pour concrete (1) including the basement on, the one side embedding of pouring concrete (1) on the basement is installed a plurality of first outer distribution pipes (2), its characterized in that: the other side of the concrete (1) poured on the basement is embedded and provided with a multi-point position discharging mechanism;

the multi-point position outer arrangement mechanism comprises a plurality of second outer arrangement distribution pipes (3) which are embedded and installed on the other side of the pouring concrete (1) on a basement, a collecting suction pipe (4) is communicated with the top end of the first outer arrangement distribution pipe (2), an upper exhaust pipe (5) is communicated with the top end of the collecting suction pipe (4) and near the middle position of the collecting suction pipe, a communicating pipe (6) is communicated with the top end of the second outer arrangement distribution pipe (3), a diversion exhaust pipe (7) is arranged at the top end of the communicating pipe (6) and near the middle position of the communicating pipe, a waterproof assembly is arranged on the outer wall of the first outer arrangement distribution pipe (2) and near the bottom end position of the first outer arrangement distribution pipe, guide branch rings (15) are arranged in the first outer arrangement distribution pipe (2) and the second outer arrangement distribution pipe (3), and a pressure exhaust assembly is installed at the bottom end of the guide branch rings (15).

2. A basement waterproofing structure according to claim 1, wherein: the first outer distribution pipes (2) are fixed with the pouring concrete (1) on the basement through concrete pouring, and the first outer distribution pipes (2) are sequentially arranged at equal intervals from front to back.

3. A basement waterproofing structure according to claim 1, wherein: a plurality of second outer distribution pipes (3) are fixedly connected with pouring concrete (1) on the basement, a plurality of second outer distribution pipes (3) are sequentially arranged from front to right at equal intervals, and the second outer distribution pipes (3) and the first outer distribution pipes (2) are made of carbon fiber materials.

4. A basement waterproofing structure according to claim 1, wherein: the first outer row distribution pipes (2) and the upper row pipes (5) are fixedly connected with the collecting and sucking pipes (4), and the inner walls of the upper row pipes (5) and the collecting and sucking pipes (4) are polished.

5. A basement waterproofing structure according to claim 1, wherein: the communicating pipe (6) is fixedly connected with the diversion discharge pipe (7), and the diversion discharge pipe (7) and the communicating pipe (6) are both arranged to be smooth surfaces.

6. A basement waterproofing structure according to claim 1, wherein: the side direction carbon fiber filter screen strip (9) is embedded and poured in the front side of the permeable concrete substrate (8), and the side direction carbon fiber filter screen strip (9) is fixedly connected with the permeable concrete substrate (8) below the first outer distribution pipe (2).

7. The basement waterproofing structure according to claim 6, wherein: the top of the permeable concrete substrate (8) is sequentially embedded with a plurality of surface carbon fiber filter screens (10) from front to right, and the surface carbon fiber filter screens (10) are fixedly connected with the permeable concrete substrate (8).

8. A basement waterproofing structure according to claim 1, wherein: the waterproof assembly comprises a high polymer flexible sheet (11) arranged on the outer wall of a first outer distribution pipe (2) and close to the bottom end of the first outer distribution pipe, a pre-paved concrete protective layer (12), a waterproof filling adhesive layer (13) and an asphalt filling coiled material (14) are sequentially arranged above the high polymer flexible sheet (11) from bottom to top, the asphalt filling coiled material (14) is fixedly connected with a basement by pouring concrete (1) and the waterproof filling adhesive layer (13) respectively, and the high polymer flexible sheet (11) and the waterproof filling adhesive layer (13) are fixedly bonded with the pre-paved concrete protective layer (12).

9. A basement waterproofing structure according to claim 1, wherein: the pressure discharge assembly comprises a water permeable support ring (16) arranged at the bottom end of a guide support ring (15), the guide support ring (17) is vertically connected to the inner wall of the guide support ring (15) in a sliding manner, an extrusion spring (18) is fixedly connected to the outer wall of the guide support ring (17) and located at the position below the water permeable support ring (16), an extrusion collar (19), an extrusion support plate (20) and a waterproof rubber cushion (21) are sequentially arranged at the bottom end of the extrusion spring (18) from top to bottom, the extrusion spring (18), the extrusion support plate (20) and the guide support ring (17) are fixedly connected with the extrusion collar (19), the extrusion support plate (20) is fixedly connected with the waterproof rubber cushion (21) in an adhering manner, a guide ring (22) fixedly connected with the inner wall of a first outer distribution pipe (2) is arranged below the waterproof rubber cushion (21), and a water permeable hole (23) is formed in the bottom end of the guide ring (22) and located at the center point of the guide ring.

10. A construction method using the basement waterproofing structure according to any one of claims 1 to 9, characterized in that: the method comprises the following steps:

firstly, cleaning a base layer, namely cleaning foreign matters such as protrusions on the surface of the base layer by adopting a shovel blade and a broom, cleaning dust and sundries, and basically flattening the surface of the base layer, wherein all internal corners of the base layer have R50 circular arcs and external corners have R20 circular arcs within 5-8 mm of height error, sand holes and holes are repaired by high-grade polymer mortar, and the base layer is firmly, flatly, cleanly, and free of sand, hollowness, cracking and floating slurry and can be used for pouring a permeable concrete substrate (8);

step two, a datum line is sprung, the laying direction of the coiled material is determined on the surface of the processed base layer according to the field condition, datum lines are sprung on the base layer, the distance between the datum lines is a pair of materials of a high polymer flexible sheet (11) and a pre-laid concrete protective layer (12) and a waterproof filling adhesive layer (13) and an asphalt filling coiled material (14), the joint size is reserved according to the width of the selected materials and is not less than 80mm, the waterproof filling adhesive layer (13) and the asphalt filling coiled material (14) and the pre-laid concrete protective layer (12) and the high polymer flexible sheet (11) are sequentially sprung, and the waterproof filling adhesive layer (13) and the asphalt filling coiled material (14) and the pre-laid concrete protective layer (12) are laid from top to bottom;

thirdly, after construction is completed, tearing off all the isolating films on the asphalt filling coiled material (14), wherein for the reserved waterproof filling adhesive layer (13) and the pre-paved concrete protective layer (12), the isolating films at the lap joint part of the isolating films must be reserved, and tearing off the isolating films when the subsequent coiled material is constructed so as not to influence the later lap joint effect;

and fourthly, after acceptance inspection, paving the stirred concrete at the position above the asphalt filling coiled material (14), protecting the asphalt filling coiled material (14), and after completion, protecting the construction of a concrete (1) combined layer poured on the basement above the asphalt filling coiled material (14).