CN206928156U - A kind of drainage system based on permeable pavement structure - Google Patents

A kind of drainage system based on permeable pavement structure Download PDF

Info

Publication number
CN206928156U
CN206928156U CN201720105192.1U CN201720105192U CN206928156U CN 206928156 U CN206928156 U CN 206928156U CN 201720105192 U CN201720105192 U CN 201720105192U CN 206928156 U CN206928156 U CN 206928156U
Authority
CN
China
Prior art keywords
drainage
laying
infiltration
permeable
thousand
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201720105192.1U
Other languages
Chinese (zh)
Inventor
李颖甄
蔡景
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Jian Yuan Engineering Design Co Ltd
Original Assignee
Guangzhou Jian Yuan Engineering Design Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangzhou Jian Yuan Engineering Design Co Ltd filed Critical Guangzhou Jian Yuan Engineering Design Co Ltd
Priority to CN201720105192.1U priority Critical patent/CN206928156U/en
Application granted granted Critical
Publication of CN206928156U publication Critical patent/CN206928156U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of drainage system based on permeable pavement structure, it is earth roadbed including pave-load layer, pervious concrete basic unit, gradated sand-stone cushion and element, pave-load layer is combined and formed by waterproof decoration laying and permeable decoration laying, infiltration gap is provided between the adjacent waterproof decoration laying of two panels, infiltration gap size is 10mm~15mm, gap bottom seep water provided with an infiltration groove, run through in gradated sand-stone cushion and be provided with some ten thousand holes pipes being intervally arranged, gradated sand-stone cushion and the element it is earth roadbed between be provided with geotextile layer.The utility model has good landscape effect by optimization design, while enhances overall permeable drainage performance, is advantageous to rainwater and quickly penetrates into earth's surface, reaches the purpose of eliminating rainwash, rainwater reduction underground.

Description

A kind of drainage system based on permeable pavement structure
Technical field
It the utility model is related to road-surface-paving technology field, more particularly to a kind of draining system based on permeable pavement structure System.
Background technology
In urbanization process, the earth's surface in city is progressively hardened by material water-proof materials such as building and concrete to be covered, these Great negative effect is brought in fluid-tight road surface to the ecological environment in city, such as it causes the surface water such as rainwater to be largely lost in Return less than soil body soil moisture conservation in soil, is unfavorable for, be unfavorable for alleviating urban waterlogging;And existing road surface tone is single, effect attractive in appearance Fruit deficiency, is unfavorable for the lifting of city class.
Utility model content
The purpose of this utility model is solve above-mentioned deficiency, there is provided a kind of drainage system based on permeable pavement structure, With good landscape effect, overall permeable drainage performance is enhanced.
The technical problem that the utility model solves can be realized using following technical scheme:
A kind of drainage system based on permeable pavement structure, including pave-load layer, pervious concrete basic unit, gradated sand-stone cushion And element it is earth roadbed, the pave-load layer, pervious concrete basic unit, gradated sand-stone cushion and element it is earth roadbed from top to bottom arrange successively, The pave-load layer combine and formed by waterproof decoration laying and permeable decoration laying, described in adjacent two panels it is waterproof decorate laying it Between be provided with infiltration gap, it is described infiltration gap size be 10mm~15mm, it is described infiltration gap bottom be provided with one seep water groove, Support supporting plate is placed with the notch face of the infiltration hook and slot, the support supporting plate passes through bolt with the pervious concrete basic unit Fastening installation, the support supporting plate side side is positioned at the infiltration gap sidewall locations, the waterproof decoration laying and institute State and be fixedly mounted by cement mortar between pervious concrete basic unit, run through being provided with some intervals and arrange in the gradated sand-stone cushion Cloth ten thousand holes pipe, the gradated sand-stone cushion and the element it is earth roadbed between be provided with geotextile layer.
The infiltration gap size is 10mm.
The infiltration gap size is 15mm.
Some ten thousand holes pipes are arranged in equi-spaced apart, and spacing is 2m between adjacent two ten thousand hole pipes.
Ten thousand hole pipe is managed using the holes of PVC ten thousand, and the ten thousand holes tube cavity radius size is 60mm.
Also include a drainage pipeline, described drainage pipeline one end is located at the infiltration trench bottom surfaces, and the other end is located at rain In well.
The waterproof decoration laying is granite laying, and the permeable decoration laying is permeable sintering brick layer, sand layers Or decoration pervious concrete layer in any one or a few.
The utility model has following outstanding advantages and effect compared with prior art:The utility model is set by optimization Meter, has good landscape effect, while enhances overall permeable drainage performance, is advantageous to rainwater and quickly penetrates into earth's surface, reaches To the purpose of eliminating rainwash, rainwater reduction underground.
The characteristics of the utility model, see this case schema and the following preferably detailed description of embodiment and obtain clear Ground understands.
Brief description of the drawings
Fig. 1 is one overall cross section structure diagram of design of the present utility model;
Fig. 2 is two overall section view cross section structure diagrams of design of the present utility model;
Fig. 3 is overall schematic cross-sectional view of the present utility model;
Fig. 4 is installation drainage pipeline entirety schematic cross-sectional view of the present utility model.
Embodiment
In order that technological means, creation characteristic, reached purpose and effect that the utility model is realized are easy to understand, under Face combines and is specifically illustrating, and the utility model is expanded on further.
As shown in Figures 1 to 4, a kind of drainage system based on permeable pavement structure provided by the utility model, including paving Fill layer 1, pervious concrete basic unit 4, gradated sand-stone cushion 5 and element earth roadbed 7, pave-load layer 1, pervious concrete basic unit 4, graded sand Stone bed course 5 and element earth roadbed 7 are from top to bottom arranged successively, and pave-load layer 1 is by waterproof decoration laying 12 and permeable decoration laying 11 Combination is formed, and using different combination of decorations modes, can be formed different patterns, be increased aesthetic, adjacent two panels Infiltration gap 3 is provided between waterproof decoration laying 12, the infiltration size of gap 3 is 10mm~15mm, facilitates rain penetration, is strengthened Drainage performance, while the size design, do not interfere with people's walking and use, the infiltration bottom of gap 3 is provided with an infiltration groove 8, oozes Water groove 8 is located in pervious concrete basic unit 4, strengthens drainage performance, improves drainage efficiency, avoids road surface from ponding occur, seeps water Support supporting plate 2 is placed with the notch face of hook and slot 8, support supporting plate 2 is fastened by bolt 21 with pervious concrete basic unit 4 and installed, Support supporting plate 2 side side to increase mounting stability positioned at the infiltration sidewall locations of gap 3, avoid seeping water the upper position of groove 8 because It is unstable that hovering causes the waterproof decoration laying 12 of laying to be installed, waterproof decoration laying 12 and pervious concrete basic unit 4 it Between be fixedly mounted by cement mortar 13, convenient firm installation, run through in gradated sand-stone cushion 5 and to be provided with some be intervally arranged Ten thousand hole pipes 51, strengthen the drainage performance of gradated sand-stone cushion 5, avoid gradated sand-stone cushion 5 from ponding, gradated sand-stone cushion 5 occur Geotextile layer 6 is provided between element earth roadbed 7, geotextile layer 6 can be with enhancing structure stability, while has filtration.
Further, the utility model infiltration size of gap 3 is 10mm, suitable for dewatering needs smaller area.
Further, the utility model infiltration size of gap 3 is 15mm, suitable for dewatering needs large area.
Further, some ten thousand holes pipes 51 of the utility model are arranged in equi-spaced apart, spacing between adjacent two ten thousand hole pipes 51 For 2m, the drainage effect of enhancing gradated sand-stone cushion 5.
Further, for the hole pipe 51 of the utility model ten thousand using the holes of PVC ten thousand pipe, the inner chamber radius size of ten thousand hole pipe 51 is 60mm.
Further, the utility model also includes a drainage pipeline 9, and the one end of drainage pipeline 9 is located at the infiltration basal surface of groove 8, The other end is located in catch-basin, strengthens drainage performance, suitable for the big region of dewatering needs.
Further, the waterproof decoration laying 12 of the utility model is granite laying, and permeable decoration laying 11 is permeable burning Any one or a few in brick layer, sand layers or decoration pervious concrete layer is tied, can combine to form different decorative patterns, Increase decorative effect, improve landscape aesthetic feeling.
The utility model has good landscape effect, while enhance overall permeable drainage by optimization design Can, be advantageous to rainwater and quickly penetrate into earth's surface, reach the purpose of eliminating rainwash, rainwater reduction underground.
As known by the technical knowledge, the utility model can pass through other essence without departing from its spirit or the reality of essential feature Scheme is applied to realize.Therefore, embodiment disclosed above, for each side, all it is merely illustrative, is not only 's.It is all in the scope of the utility model or in the change being equal in the scope of the utility model by the utility model bag Contain.

Claims (7)

1. a kind of drainage system based on permeable pavement structure, including pave-load layer, pervious concrete basic unit, gradated sand-stone cushion and Element it is earth roadbed, the pave-load layer, pervious concrete basic unit, gradated sand-stone cushion and element it is earth roadbed from top to bottom arrange successively, its It is characterised by:The pave-load layer is combined and formed by waterproof decoration laying and permeable decoration laying, waterproof described in adjacent two panels Decorate between laying provided with infiltration gap, the infiltration gap size is 10mm~15mm, and the infiltration gap bottom is provided with one Seeped water groove, and support supporting plate, the support supporting plate and the pervious concrete base are placed with the notch face of the infiltration hook and slot Layer is fastened by bolts installation, and the support supporting plate side side is positioned at the infiltration gap sidewall locations, the waterproof dress It is fixedly mounted between decorations laying and the pervious concrete basic unit by cement mortar, runs through being provided with the gradated sand-stone cushion It is some be intervally arranged ten thousand holes pipe, the gradated sand-stone cushion and the element it is earth roadbed between be provided with geotextile layer.
A kind of 2. drainage system based on permeable pavement structure according to claim 1, it is characterised in that:Between the infiltration Gap size is 10mm.
A kind of 3. drainage system based on permeable pavement structure according to claim 1, it is characterised in that:Between the infiltration Gap size is 15mm.
A kind of 4. drainage system based on permeable pavement structure according to claim 1, it is characterised in that:Some described ten thousand Kong Guancheng equi-spaced aparts are arranged, and spacing is 2m between adjacent two ten thousand hole pipes.
A kind of 5. drainage system based on permeable pavement structure according to claim 4, it is characterised in that:The ten thousand holes pipe Managed using the holes of PVC ten thousand, the ten thousand holes tube cavity radius size is 60mm.
A kind of 6. drainage system based on permeable pavement structure according to claim 1, it is characterised in that:Also include a row Waterpipe, described drainage pipeline one end are located at the infiltration trench bottom surfaces, and the other end is located in catch-basin.
A kind of 7. drainage system based on permeable pavement structure according to claim 1, it is characterised in that:It is described waterproof Decoration laying is granite laying, and the permeable decoration laying is permeable sintering brick layer, sand layers or decoration pervious concrete layer In any one or a few.
CN201720105192.1U 2017-01-24 2017-01-24 A kind of drainage system based on permeable pavement structure Expired - Fee Related CN206928156U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720105192.1U CN206928156U (en) 2017-01-24 2017-01-24 A kind of drainage system based on permeable pavement structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720105192.1U CN206928156U (en) 2017-01-24 2017-01-24 A kind of drainage system based on permeable pavement structure

Publications (1)

Publication Number Publication Date
CN206928156U true CN206928156U (en) 2018-01-26

Family

ID=61349466

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720105192.1U Expired - Fee Related CN206928156U (en) 2017-01-24 2017-01-24 A kind of drainage system based on permeable pavement structure

Country Status (1)

Country Link
CN (1) CN206928156U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110924257A (en) * 2019-12-05 2020-03-27 东莞嘉誉诚建设基础工程有限公司 Municipal road, pouring template for construction of municipal road and construction method of pouring template

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110924257A (en) * 2019-12-05 2020-03-27 东莞嘉誉诚建设基础工程有限公司 Municipal road, pouring template for construction of municipal road and construction method of pouring template
CN110924257B (en) * 2019-12-05 2021-08-03 东莞嘉誉诚建设基础工程有限公司 Municipal road, pouring template for construction of municipal road and construction method of pouring template

Similar Documents

Publication Publication Date Title
CN203295913U (en) Novel ecological permeable road structure
CN106758638A (en) A kind of city sponge brick and its construction technology
CN201390973Y (en) Pile-plate foundation for self-supporting iron tower
CN206352331U (en) The concave herbaceous field structure of sponge the idea of the city
CN206928156U (en) A kind of drainage system based on permeable pavement structure
CN201080590Y (en) Water seepage floor tile
CN203451964U (en) Water permeable brick with double-layer structure
CN208219340U (en) A kind of new city road permeable pavement structure
CN204125814U (en) A kind of garden path structure
CN207700330U (en) A kind of concave herbaceous field grass-planting ecological ditch
CN105484132B (en) A kind of construction method that novel water permeable pavement is mated formation
CN101748734A (en) Foundation pit side slope sandy soil drainage method
CN101403209B (en) Fast water-permeable brick for stopping pad and laying method
CN201546313U (en) Landscape pebble apron with water drainage ditch
CN206971040U (en) A kind of special discharge structure in walking road surface
CN208486146U (en) A kind of novel filter infiltration garden road step and sunk type square laying structure
CN207525575U (en) A kind of novel water permeable brick structure
CN207047996U (en) A kind of terrace pavement system of ecological luminous stone
CN206396570U (en) A kind of garden road pile foundation type spit of fland walks structure
CN204728813U (en) A kind of assembling cantilever enclosure wall with illuminating line
CN201305809Y (en) Pervious brick for rapidly permeable stopping pad
CN214783011U (en) Ecological floor structure
CN203174466U (en) Pebble paved road
CN207846125U (en) A kind of permeable terrace
CN212052183U (en) Landscape structure of mating formation

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180126

Termination date: 20200124