CN217924006U

CN217924006U - District greenbelt percolating water is repaired and precipitation system

Info

Publication number: CN217924006U
Application number: CN202221724700.1U
Authority: CN
Inventors: 刘志宏
Original assignee: Xiamen Waterproof Doctor Engineering Technology Co ltd
Current assignee: Xiamen Waterproof Doctor Engineering Technology Co ltd
Priority date: 2022-07-06
Filing date: 2022-07-06
Publication date: 2022-11-29
Anticipated expiration: 2032-07-06

Abstract

The utility model discloses a district greenbelt percolating water repairs and precipitation system, including enclosure wall structure, backfill planting soil and structure repair mortar whitewash the screed-coat, enclosure wall structure one side is provided with aluminum alloy layering receipts limit fixed knot and constructs, aluminum alloy layering receives limit fixed knot and constructs one side and be provided with backfill planting soil, alloy layering receives limit fixed knot and constructs the lower extreme and be provided with the basic unit adhesive layer, basic unit adhesive layer one side is provided with the structure and repairs mortar whitewash the screed-coat, the utility model discloses a structure percolating water is with "preventing, stifled" as the owner, and greenbelt and surface ponding are with "drainage" as the owner, have solved the structural problem of core, and the reinforcement that had both gone on original structure reaches structure protection and antiseep again, can increase building life, reduces the potential safety hazard, reduces cost of maintenance, solves the peaceful and prosperous problem of residency again.

Description

District greenbelt percolating water is repaired and precipitation system

Technical Field

The utility model belongs to the technical field of the repair of district greenbelt percolating water, concretely relates to repair of district greenbelt percolating water and precipitation system.

Background

In the time of abundant rainwater in many residential green belts, rainwater flows over the green belts to cause water accumulation on the road surface, and water leakage occurs at construction joints between the structural layers and the water accumulation parts above the green belts or at weak positions. The building waterproof function is not only waterproof, but also the important task of protecting the structure and prolonging the service life of the building is carried out. The waterproof is systematic waterproof, and the waterproof layer is self-waterproof by the structure and only blocks external water from permeating into the structure in the protection structure.

The existing water leakage of the green belt of the residential area shows that the structure is damaged and the water resistance is invalid, so that water enters the structural layer, and if the structure is not repaired in time, the structure is soaked in water for a long time, so that the structure is rusted, rotted and burst, the potential safety hazard is increased, and the later maintenance cost is higher.

SUMMERY OF THE UTILITY MODEL

The to-be-solved technical problem of the utility model is to overcome current defect, provide a district greenbelt percolating water repair and precipitation system to solve the problem of proposing in the above-mentioned background art.

In order to achieve the above purpose, the utility model provides a following technical scheme: the utility model provides a district greenbelt percolating water is repaired and precipitation system, includes enclosure wall structure, backfills planting soil and structure repair mortar whitewashes the screed-coat, enclosure wall structure one side is provided with aluminum alloy layering receipts limit fixed knot and constructs, aluminum alloy layering receipts limit fixed knot constructs one side and is provided with backfills planting soil, alloy layering receipts limit fixed knot constructs the lower extreme and is provided with basic unit's adhesive layer, basic unit adhesive layer one side is provided with structure repair mortar whitewashes the screed-coat, structure repair mortar whitewashes screed-coat one side and is provided with the polymer waterproof coating layer, polymer waterproof coating layer one side is provided with high elasticity waterproof coating layer, high elasticity waterproof coating layer one side is provided with the waterproof layer, waterproof layer one side is provided with first layer sand and soil filter layer soil head bed course, first layer sand and soil filter layer soil head course bed course lower extreme is provided with the geotechnological cloth filter layer, geotechnological cloth filter layer inside is provided with second floor sand and soil filter layer rubble bed course, the inside blind ditch that is provided with of second floor sand and precipitation rubble bed course.

Preferably, the lower end of the leveling layer for plastering the structural repair mortar is provided with a V-groove high-elasticity epoxy sealant sealing layer, and the lower end of the V-groove high-elasticity epoxy sealant sealing layer is provided with a 45-degree arc angle of the internal corner structural repair mortar.

Preferably, enclosure wall structure lower extreme is provided with reentrant corner construction joint seepage water layer, reentrant corner construction joint seepage water layer inside is provided with basement roof structure beam slab.

Preferably, a water collecting well is arranged on one side of the backfilled planting soil, and a water collecting well cement prefabricated cover plate is arranged at the upper end of the water collecting well.

Preferably, one side in the sump pit is provided with the prefabricated apron of underdrain cement, the prefabricated apron lower extreme of underdrain cement is provided with brick intercommunication blind pipe underdrain.

Preferably, a drainage ditch is arranged at the bottom of the water collecting well.

Compared with the prior art, the utility model provides a repair and precipitation system of district greenbelt percolating water possesses following beneficial effect:

the utility model discloses a structure percolating water is with "preventing, stifled" is leading, the greenbelt is with "drainage" with surface gathered water as the owner, both strengthen and protect from building structure, synthesize damming of water route again, take multiple material, multiple technology combines together, the system solves the building percolating water, the problem of long-term percolating water can't be solved to single material single technology, the structural problem of core has been solved, the reinforcement that has both gone on original structure, reach the function of structure protection and antiseep again, can increase building life, the potential safety hazard is reduced, reduce cost of maintenance, solve the peaceful and prosperous problem of residency of people again.

Drawings

The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and do not constitute a limitation on the invention, and in the drawings:

fig. 1 is a sectional view of a system for remedying the seepage and lowering the water level in the greenbelt of a community;

in the figure: 1. a wall structure of the enclosure; 2. an aluminum alloy depression bar edge fixing structure; 3. backfilling planting soil; 4. a base adhesive layer; 5. plastering a leveling layer by using structural repair mortar; 6. a high-molecular waterproof coating layer; 7. a high-elasticity waterproof coating layer; 8. a waterproof protective layer; 9. a first sand filtering layer soil head cushion layer; 10. a geotextile filter layer; 11. a second sand filter layer gravel cushion layer; 12. dewatering blind ditches; 13. v, sealing a high-elasticity epoxy sealant layer in the groove; 14. the repair mortar for the internal corner structure has an arc angle of 45 degrees; 15. leaking water layers of the internal corner construction joints; 16. a beam slab of a basement top plate structure; 17. a drainage ditch; 18. brick building and communicating blind pipes and blind ditches; 19. pre-manufacturing a cover plate by using the blind ditch cement; 20. a water collecting well; 21. prefabricated apron of sump pit cement.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1, the present invention provides a technical solution: the utility model provides a district greenbelt seepage water repair and precipitation system, including enclosure wall structure 1, backfill planting soil 3 and structure repair mortar rendering screed 5, enclosure wall structure 1 one side is provided with aluminum alloy layering receipts limit fixed knot structure 2, aluminum alloy layering receipts limit fixed knot constructs 2 one side and is provided with

backfill planting soil

3, 2 lower extremes of alloy layering receipts limit fixed knot constructs 2 are provided with basic unit

adhesive layer

4, 4 one side of basic unit adhesive layer is provided with structure repair mortar rendering screed 5, structure repair mortar rendering screed 5 one side is provided with polymer waterproof coating 6, polymer waterproof coating 6 one side is provided with high elasticity

waterproof coating

7, 7 one side of high elasticity waterproof coating is provided with waterproof coating 8, waterproof coating 8 one side is provided with first layer sand and soil filtration layer soil head bedding 9, first layer sand and soil filtration layer soil head bedding 9 lower extreme is provided with geotechnological cloth filter layer 10, geotechnological cloth filter layer 10 is inside to be provided with second layer sand and soil filtration layer gravel bedding 11, the inside blind ditch 12 that is provided with of second layer sand and gravel bedding 11.

The utility model discloses in, it is preferred, 5 lower extremes of leveling blanket are whitewashed to the structure repair mortar, V inslot high elasticity epoxy sealant sealing layer 13 is provided with V sealed glue sealing layer 13 of the sealed glue of V inslot high elasticity epoxy, V inslot high elasticity epoxy sealant sealing layer 13 lower extreme is provided with reentrant corner structure repair mortar 45

arc angles

14, 1 lower extreme of enclosure wall structure is provided with reentrant corner construction joint

seepage water layer

15, 15 inside basement roof structure beam slab 16 that is provided with of reentrant corner construction joint seepage water layer, 3 one sides of backfilling planting soil are provided with sump pit 20, sump pit 20 upper end is provided with the prefabricated apron of

sump pit cement

21, 20 inside one side of sump pit is provided with the prefabricated apron of blind pit cement 19, the prefabricated apron of blind pit cement lower extreme is provided with brick intercommunication blind pipe blind pit 18, sump pit 20 bottom is provided with escape canal 17.

The utility model discloses a theory of operation and use flow: when in use, firstly, a wall footing soil layer with the width of about 700mm is excavated, then, the tree head of the excavated part of the wall footing is cut off, a cement mortar protective layer, a waterproof layer, a cement mortar leveling layer and the like are knocked out to reach a structural layer, accumulated water in the soil layer is pumped and drained, a construction area is enclosed by adopting a rapid-setting plugging king and a blocky filling material, the peripheral backfilled soil layer is prevented from flowing to the construction part, the construction part is kept in an open water-free state, a V-shaped groove is drilled at the internal corner of the construction part by an electric angle grinder or impact, the construction part is washed clean, an interface treasure is adopted to pretreat a base layer, so that the base layer is not easy to generate delamination phenomenon, and epoxy sealant in the V-shaped groove is treated, the method comprises the following steps of (1) adopting waterproof repair mortar to carry out structure painting repair, firstly painting 1 mm-thick polymer cement-based rigid waterproof paint, then painting 2 mm-thick polymer cement-based flexible waterproof paint, additionally arranging a 300 mm-wide tensile polyester cloth reinforcing layer at the internal corner, then integrally painting 1.5 mm-thick polymer cement-based flexible waterproof paint, then painting 2.0 mm-thick polyurethane waterproof paint, then pasting 3.0 mm-thick modified asphalt self-adhesive waterproof coiled material, painting and protecting the coiled material surface structure repair mortar, sealing the coiled material at the closing end by using silicone sealant, installing an aluminum alloy water retaining device cover plate, sealing the bolt position by using the silicone sealant, and cleaning soil;

the bottom of the wall foot is additionally provided with

The blind pipe catchments, the outside stone bedding course of 400mm of height of laying of blind ditch, lay geotechnological cloth filter layer 10 on the stone bedding course, set up 1000mm square inspection shaft every 6000mm interval apart from the blind pipe, 18# inspection shaft is built by construction to inspection shaft machine brick, whitewash waterproof mortar, inspection shaft and blind pipe adopt the fragment to build the diversion blind ditch, lay at the cement prefabricated slab of top and paste, electric pick chisel for the bottom plate intermediate position in the inspection shaft

Left and right bowl-shaped opening and template hoisting

The drainage ditch 17 is formed by pouring and fixing impervious concrete in multiple times, the upper pipe edge is in a V-shaped groove shape, the bottom in the V-shaped groove is sealed by epoxy sealant, the upper part in the V-shaped groove is reinforced and repaired by structural repair mortar, a PVC drainage pipe at the bottom of the floor slab is installed and is connected into a drainage pipe network, and the planting soil 3 is backfilled.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a district greenbelt percolating water is repaired and precipitation system, includes enclosure wall structure (1), backfill planting soil (3) and structure repair mortar whitewash screed-coat (5), its characterized in that: wall structure (1) one side is provided with aluminum alloy layering receipts limit fixed knot structure (2), aluminum alloy layering receipts limit fixed knot constructs (2) one side and is provided with backfill planting soil (3), aluminum alloy layering receives limit fixed knot structure (2) lower extreme and is provided with basic unit adhesive layer (4), basic unit adhesive layer (4) one side is provided with structure repair mortar whitewashes screed-coat (5), structure repair mortar whitewashes screed-coat (5) one side and is provided with polymer waterproof coating layer (6), polymer waterproof coating layer (6) one side is provided with high elasticity waterproof coating layer (7), high elasticity waterproof coating layer (7) one side is provided with water proof coating (8), water proof coating (8) one side is provided with first layer sand soil filter layer soil head bedding (9), first layer sand soil filter layer soil head bedding (9) lower extreme is provided with geotechnological cloth filter layer (10), geotechnological cloth filter layer (10) inside is provided with second layer sand soil gravel bedding (11), second layer sand soil filter bedding (11) inside is provided with precipitation blind ditch (12).

2. The system for repairing the water leakage and reducing the water level of the residential green belt as claimed in claim 1, wherein: the lower end of the structure repairing mortar painting leveling layer (5) is provided with a V-groove high-elasticity epoxy sealant sealing layer (13), and the lower end of the V-groove high-elasticity epoxy sealant sealing layer (13) is provided with a 45-degree arc angle (14) of internal corner structure repairing mortar.

3. The system for repairing the water leakage and reducing the water level of the residential green belt as claimed in claim 1, wherein: wall structure (1) lower extreme is provided with reentrant corner construction joint seepage water layer (15), reentrant corner construction joint seepage water layer (15) inside is provided with basement roof structure beam slab (16).

4. The system for repairing the water leakage and reducing the water level of the residential green belt as claimed in claim 1, wherein: and a water collecting well (20) is arranged on one side of the backfilled planting soil (3), and a water collecting well cement prefabricated cover plate (21) is arranged at the upper end of the water collecting well (20).

5. The system for repairing the water leakage of the residential green belt and lowering the water level as claimed in claim 4, wherein: an underground ditch cement prefabricated cover plate (19) is arranged on one side inside the water collecting well (20), and a brick-laid communicated blind pipe underground ditch (18) is arranged at the lower end of the underground ditch cement prefabricated cover plate (19).

6. The system for remedying the percolating water and reducing the rain in the green belt of the residential area as claimed in claim 4, wherein: and a drainage ditch (17) is arranged at the bottom of the water collecting well (20).