CN107151963A - A kind of sponge urban water-through structure - Google Patents

A kind of sponge urban water-through structure Download PDF

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Publication number
CN107151963A
CN107151963A CN201710496582.0A CN201710496582A CN107151963A CN 107151963 A CN107151963 A CN 107151963A CN 201710496582 A CN201710496582 A CN 201710496582A CN 107151963 A CN107151963 A CN 107151963A
Authority
CN
China
Prior art keywords
layer
pipe
oozes
preformed groove
concrete
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.)
Pending
Application number
CN201710496582.0A
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Chinese (zh)
Inventor
陈晓伟
张虹波
鲁文博
杨胜文
谭斌
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.)
China First Metallurgical Group Co Ltd
Original Assignee
China First Metallurgical Group 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 China First Metallurgical Group Co Ltd filed Critical China First Metallurgical Group Co Ltd
Priority to CN201710496582.0A priority Critical patent/CN107151963A/en
Publication of CN107151963A publication Critical patent/CN107151963A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • E01C11/226Coherent pavings

Abstract

The present invention relates to sea city retaining pavement technique field, a kind of sponge urban water-through structure is referred specifically to;Including urban road, the urban road is built on plain soil matrix layer after compaction, and backfilling and tamp successively on plain soil matrix layer has sand stone layer and metalling, has been poured on metalling and pervious asphalt layer is equipped with concrete base layer, concrete base layer;It is provided with to be embedded with preformed groove, preformed groove in the concrete base layer and oozes pipe, the pervious concrete that parcel oozes pipe is poured in preformed groove, oozes and rainwater collection collector is connected with pipe;The present invention is rational in infrastructure, urban road coordinates pavement concrete layer and pervious asphalt layer by multi-level sand stone layer, metalling, build rainwater savings, filtering, the city cavernous body of purification, excessive rainwater then introduces Collection utilization device by collecting pipe, so as to alleviate urban waterlogging, saving water resource and provide utilization rate, urban road construction has convenient, energy-conserving and environment-protective of constructing, safeguards simple, low cost and other advantages.

Description

A kind of sponge urban water-through structure
Technical field
The present invention relates to sea city retaining pavement technique field, a kind of sponge urban water-through structure is referred specifically to.
Background technology
With the acceleration of urbanization process, China some city water resource shortage, water environment pollution, flood and ecologies The problems such as environmental degradation, is very serious.Rainwater is building urban sustainable development water as a key element of water circulation system Played an important role during the circulatory system.Therefore, how Urban Storm Flood is implemented effective control using turn into environment, Municipal administration, planning, landscape, an important topic of water conservancy.In sponge urban renewal construction, most of road reformation is to road Basic unit carries out reservoir bed setting, and pipe access city planting ductwork is oozed in the perforate of the embedded permeable geotextiles of parcel in part, for putting aside Many rainwater carry out filtering emission and enter city planting ductwork.This discharge method that oozes does not carry out effective Collection utilization to rainwater, Only play the conciliation effect discharged to rainwater.Pervious concrete price valency is high simultaneously, and the transformation for sponge city is injected capital into It is larger.Therefore, prior art has yet to be improved and developed.
The content of the invention
In view of the defects and deficiencies of the prior art, the present invention intends to provide one kind it is rational in infrastructure, can put aside, mistake Filter, purify and utilize the low sponge urban water-through structure of rainwater, alleviation urban waterlogging, the convenient cost of construction.
To achieve these goals, the present invention uses following technical scheme:
A kind of sponge urban water-through structure of the present invention, including urban road, the urban road are built in compacting On plain soil matrix layer afterwards, backfilling and tamp successively on plain soil matrix layer has sand stone layer and metalling, and concrete has been poured on metalling Pervious asphalt layer is equipped with basic unit, concrete base layer;It is provided with to be embedded with preformed groove, preformed groove in the concrete base layer and oozes The pervious concrete that parcel oozes pipe is poured in pipe, preformed groove, oozes and rainwater collection collector is connected with pipe.
According to above scheme, weepage holes, the particle diameter of pervious concrete are distributed with the upper half side outer rim for oozing pipe More than the diameter of weepage holes.
According to above scheme, the rainwater-collecting pipe end be provided with gabion wall, gabion wall rear set Rain Garden or under Heavy formula greenery patches.
According to above scheme, the pervious asphalt layer has 1.5 ° unidirectional domatic, preformed groove and oozes pipe and is arranged on The relatively downside of bituminous grout layer.
The present invention has the beneficial effect that:The present invention is rational in infrastructure, and urban road is coordinated by multi-level sand stone layer, metalling Pavement concrete layer and pervious asphalt layer, build rainwater savings, filtering, the city cavernous body of purification, and excessive rainwater then passes through Collecting pipe introduces Collection utilization device, so that alleviate urban waterlogging, saving water resource and utilization rate is provided, urban road construction tool There are the convenient, energy-conserving and environment-protective of construction, safeguard simple, low cost and other advantages.
Brief description of the drawings
Fig. 1 is the overall structure diagram of the present invention;
Fig. 2 is the urban road cross section structure schematic diagram of the present invention;
Fig. 3 be the present invention ooze pipe mplifying structure schematic diagram.
In figure:
1st, urban road;2nd, pipe is oozed;3rd, gabion wall;4th, sunk type greenery patches;11st, plain soil matrix layer;12nd, sand stone layer;13rd, rubble Layer;14th, concrete base layer;15th, pervious asphalt layer;21st, pervious concrete;22nd, weepage holes;23rd, rainwater collection collector;141st, reserve Groove.
Embodiment
Technical scheme is illustrated with embodiment below in conjunction with the accompanying drawings.
As shown in figure 1, sponge urban water-through structure of the present invention, including urban road 1, urban road 1 is built after compaction Plain soil matrix layer 11 on, backfilling and tamp successively on plain soil matrix layer 11 has sand stone layer 12 and metalling 13, is poured on metalling 13 Have and pervious asphalt layer 15 is equipped with concrete base layer 14, concrete base layer 14;Preformed groove 141 is provided with concrete base layer 14, It is embedded with preformed groove 141 and oozes pipe 2, the pervious concrete 21 that parcel oozes pipe 2 is poured in preformed groove 141, oozes and is connected with pipe 2 Rainwater collection collector 23;Sand stone layer 12 and metalling 13 constitute the rainwater savings spongy tissue of urban road 1, and rainwater passes through permeable drip Cyan layer 15 and concrete base layer 14 filter and save in spongy tissue, and rainwater penetrates into upper strata and oozes pipe 2 after the amount of saving saturation, does Net rainwater is drawn via rainwater collection collector 23 and saved by being reclaimed along the net water utilization apparatus in road, is stored, is purified so as to realize With recycling urban rainwater, alleviate urban waterlogging, saving water resource, raising rainwater utilization;Reduce because ponding, accumulated water are brought Negative effect;Preferably ooze pipe to be embedded in the concrete base layer 14 carried as road surface, construct convenient, easy to maintenance, it is whole Body is cheap and energy-conserving and environment-protective, therefore can reduce the cost of sponge city reconstruction.
Ooze and weepage holes 22 are distributed with the upper half side outer rim of pipe 2, the particle diameter of pervious concrete 21 is more than weepage holes 22 Diameter, ooze pipe 2 and be preferably enclosed with permeable geotextiles, so that preferably avoiding pervious concrete 21 from blocking oozes the feelings of the perforate of pipe 2 Condition.
Gabion wall 3 is arranged on the end of rainwater collection collector 23, is filtered as a kind of initial stage imported before sunk type greenery patches 4.City City's road 1 is filtered by sponge structure, saves rainwater, and then excessive rainwater is transferred to the gabion wall 3 set along road, to rainwater Reuse and alleviate urban waterlogging, improve rainwater utilization.
Pervious asphalt layer 15 has 1.5 ° unidirectional domatic, preformed groove 141 and oozes pipe 2 and is arranged on pervious asphalt layer 15 Compared with downside, urban road 1 makes rainwater one-way flow by domatic, after retaining cavernous structure is filled with, and rainwater can pass through correspondence Unnecessary rainwater is introduced rainwater collection utilization unit 3 by the pipe 2 that oozes of side.
It the above is only the better embodiment of the present invention, thus it is all according to the construction of present patent application scope, feature and original The done equivalent change or modification of reason, is included in the range of present patent application.

Claims (4)

1. a kind of sponge urban water-through structure, including urban road (1), it is characterised in that:The urban road (1) is built in pressure On plain soil matrix layer (11) after reality, backfilling and tamp successively on plain soil matrix layer (11) has sand stone layer (12) and metalling (13), broken Poured in rock layers (13) and pervious asphalt layer (15) is equipped with concrete base layer (14), concrete base layer (14);The coagulation It is provided with to be embedded with preformed groove (141), preformed groove (141) in soil matrix layer (14) and oozes pipe (2), bag has been poured in preformed groove (141) The pervious concrete (21) for oozing pipe (2) is wrapped up in, oozes and rainwater collection collector (23) is connected with pipe (2).
2. sponge urban water-through structure according to claim 1, it is characterised in that:The upper half side outer rim for oozing pipe (2) On be distributed with weepage holes (22), the particle diameter of pervious concrete (21) is more than the diameter of weepage holes (22).
3. sponge urban water-through structure according to claim 1, it is characterised in that:Rainwater collection collector (23) end is set There is gabion wall (3), gabion wall (3) rear sets Rain Garden or sunk type greenery patches (4).
4. sponge urban water-through structure according to claim 1, it is characterised in that:The pervious asphalt layer (15) has 1.5 ° unidirectional domatic, preformed groove (141) and oozes the relatively downside that pipe (2) is arranged on pervious asphalt layer (15).
CN201710496582.0A 2017-06-26 2017-06-26 A kind of sponge urban water-through structure Pending CN107151963A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710496582.0A CN107151963A (en) 2017-06-26 2017-06-26 A kind of sponge urban water-through structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710496582.0A CN107151963A (en) 2017-06-26 2017-06-26 A kind of sponge urban water-through structure

Publications (1)

Publication Number Publication Date
CN107151963A true CN107151963A (en) 2017-09-12

Family

ID=59796170

Family Applications (1)

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CN201710496582.0A Pending CN107151963A (en) 2017-06-26 2017-06-26 A kind of sponge urban water-through structure

Country Status (1)

Country Link
CN (1) CN107151963A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109577183A (en) * 2018-12-17 2019-04-05 山东汇通建设集团有限公司 The anti-ponding structure in overhead bridge floor edge and construction
CN110894701A (en) * 2018-09-13 2020-03-20 花基益 Method and device for moisturizing, permeating water and regulating microclimate

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203866663U (en) * 2014-05-22 2014-10-08 海南通程建筑工程有限公司 Porous pavement structure
CN203923835U (en) * 2014-03-28 2014-11-05 上海市园林设计院有限公司 Ecological rubble terrace structure
CN104358203A (en) * 2014-11-14 2015-02-18 铁道第三勘察设计院集团有限公司 Reinforced concrete floor type lateral drainage ditch structure utilizing gabion waste stones
CN204356615U (en) * 2014-12-20 2015-05-27 深圳市科源建设集团有限公司 Permeable pavement structure
CN204530365U (en) * 2015-03-24 2015-08-05 扬州大学 There is the permeable road structure of curb
CN106171096A (en) * 2016-08-30 2016-12-07 岭南新科生态科技研究院(北京)有限公司 The structure of the Rain Garden that a kind of trapezoidal gabion encloses and construction method thereof
CN106368096A (en) * 2016-10-17 2017-02-01 安庆市汉久电子科技有限公司 Permeable road surface structure
CN205954567U (en) * 2016-08-24 2017-02-15 浙江省风景园林设计院有限公司 Landscape zhong he lake revetment structure
CN206005135U (en) * 2016-08-30 2017-03-15 岭南新科生态科技研究院(北京)有限公司 A kind of structure of the Rain Garden that trapezoidal gabion is enclosed
CN206052490U (en) * 2016-08-25 2017-03-29 上海神通海绵城市建设发展有限公司 It is a kind of suitable for footpath, the rainwater regulating pondage system of bicycle lane

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203923835U (en) * 2014-03-28 2014-11-05 上海市园林设计院有限公司 Ecological rubble terrace structure
CN203866663U (en) * 2014-05-22 2014-10-08 海南通程建筑工程有限公司 Porous pavement structure
CN104358203A (en) * 2014-11-14 2015-02-18 铁道第三勘察设计院集团有限公司 Reinforced concrete floor type lateral drainage ditch structure utilizing gabion waste stones
CN204356615U (en) * 2014-12-20 2015-05-27 深圳市科源建设集团有限公司 Permeable pavement structure
CN204530365U (en) * 2015-03-24 2015-08-05 扬州大学 There is the permeable road structure of curb
CN205954567U (en) * 2016-08-24 2017-02-15 浙江省风景园林设计院有限公司 Landscape zhong he lake revetment structure
CN206052490U (en) * 2016-08-25 2017-03-29 上海神通海绵城市建设发展有限公司 It is a kind of suitable for footpath, the rainwater regulating pondage system of bicycle lane
CN106171096A (en) * 2016-08-30 2016-12-07 岭南新科生态科技研究院(北京)有限公司 The structure of the Rain Garden that a kind of trapezoidal gabion encloses and construction method thereof
CN206005135U (en) * 2016-08-30 2017-03-15 岭南新科生态科技研究院(北京)有限公司 A kind of structure of the Rain Garden that trapezoidal gabion is enclosed
CN106368096A (en) * 2016-10-17 2017-02-01 安庆市汉久电子科技有限公司 Permeable road surface structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110894701A (en) * 2018-09-13 2020-03-20 花基益 Method and device for moisturizing, permeating water and regulating microclimate
CN109577183A (en) * 2018-12-17 2019-04-05 山东汇通建设集团有限公司 The anti-ponding structure in overhead bridge floor edge and construction

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Application publication date: 20170912

RJ01 Rejection of invention patent application after publication