CN202766945U - Water containing road surface capable of solving waterlogging - Google Patents

Water containing road surface capable of solving waterlogging Download PDF

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Publication number
CN202766945U
CN202766945U CN 201220394561 CN201220394561U CN202766945U CN 202766945 U CN202766945 U CN 202766945U CN 201220394561 CN201220394561 CN 201220394561 CN 201220394561 U CN201220394561 U CN 201220394561U CN 202766945 U CN202766945 U CN 202766945U
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CN
China
Prior art keywords
layer
conic
road surface
supporting net
water containing
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Expired - Fee Related
Application number
CN 201220394561
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Chinese (zh)
Inventor
孙沛
李玉泉
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JILIN ZHONGLI COMMUNICATION ENGINEERING Co Ltd
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JILIN ZHONGLI COMMUNICATION ENGINEERING Co Ltd
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Priority to CN 201220394561 priority Critical patent/CN202766945U/en
Application granted granted Critical
Publication of CN202766945U publication Critical patent/CN202766945U/en
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Abstract

The utility model discloses a water containing road surface capable of solving waterlogging. A water containing layer and a macadam roadbed are paved on a natural soil layer in sequence. A layer of supporting net made of plastic films is arranged on the macadam roadbed, a supporting net frame is arranged on the supporting net, a plurality of conic drainage pipes are distributed in the supporting net frame evenly, fixedly and vertically, and large openings of the conic drainage pipes face downwards. Supporting net holes positioned under the large openings of the conic drainage pipes are communicated with the macadam roadbed. A concrete reinforcement layer is poured in the supporting net frame to the flat surface of upper pipe openings of the conic drainage pipes, the road surface is poured on the concrete reinforcement layer, and then a stratified structure is formed. By means of the conic hollow plastic pipes, rain water can be guided into the macadam water containing layer under the conic hollow plastic pipes. Furthermore, the conic hollow plastic pipes serve as channels of moisture evaporating upwards in sunny days. The water containing road surface can naturally evacuate rain water caused by heavy rain by storing redundant rain water, so that the pressure of a rain water drainage system is greatly relieved, and waterlogging caused by city waterlogging due to heavy rain is avoided.

Description

A kind of culvert water route face that solves ponding
Technical field
The utility model provides a kind of culvert water route face that solves ponding, is to the improvement of existing road structure, belongs to the pavement construction technical field.
Background technology
At present urban pavement construction all is to roll by roadbed, covers tabia and rolls stone flour or microlith laying levelling, concreting or pitch.Whole road surface all is fluid-tight and airtight.In case heavy rain is arranged, assemble rapidly because the road surface is waterproof, in case surpass the drainability of drainage system against rain.Will form the city waterlogging.Make simultaneously the soil under the road surface destroy the ecological environment of soil under the road surface with naturally completely cutting off.
Summary of the invention
The utility model discloses a kind of culvert water route face that solves ponding, has solved the problem that traditional road surface hydrophobicity is poor, ponding affects traffic.
The utility model provides a kind of culvert water route face that solves ponding, and solution is as follows:
Order is equipped with and contains water layer, rubble roadbed on the natural soils layer; Cover the supporting network that layer of plastic film is made on the rubble roadbed; Supporting network is provided with the support rack, and even stationary distribution has some taper drain pipes in the support rack, and the taper drain pipe is vertically placed, and large mouthful downwards; The supporting network perforate that is positioned under the large mouth of taper drain pipe is communicated with the rubble roadbed; Build the concrete strengthening layer to the upper orifice plane of taper drain pipe in supporting rack, the road surface is built and is consisted of layer structure on it.
The utility model is contained water route face laying first floor and is adopted the uniform hollow plastic sebific duct of countless prefabricated plastics racks as pillar, then tank enters cement concrete, the hollow plastic sebific duct becomes pore and the rainwater pod apertures on earth's surface, and layer of concrete is enough to carry the weight of urban civilization; Second layer macadam on average disperses load-bearing pressure again, allows simultaneously rainwater infiltrate, filter, contain; The 3rd layer is pressed into natural soils for coarse sands layer carrying macadam and slows down rainwater to the quick infiltration of soil; The 4th layer is natural soils, after soil is inhaled saturating rain water, and the self-restraint belowground ecosystem.
Containing the water route face is that pore is punched in the cement world that the underfooting is very hard.Such city in the face of Severe rainstorm by leachy road surface with the rainwater water conservancy diversion under the road surface the culvert water layer so that be penetrated into natural soils, thereby it is underground to receive rainwater ice and snow to enter, and stores, avoids city ponding formation waterlogging.Experimental data shows, contains the water route face, and the permeability rate that can bear is one hour 200mm, and instantaneous heavy rain is below 200mm, and ponding does not have yet, and the moisture storage capacity of underground culvert water layer just is enough to hold.The utility model also is improved the urban heat land effect effect.Rainy day is accumulated in the rainwater under the road surface, and weather clears up by the time, steam volatilization, again the reduction city temperature of nature.Can reduce CO2 emission because reduce using the cooling systems such as air-conditioning, if a medium-sized city underground storage a large amount of rainwater, 3 degree of approximately can lowering the temperature summer equal to save 1,000,000,000 degree electricity consumptions nearly, avoid 600,000 tons of CO2 emissions.Soil under the road surface has had moisture simultaneously, and thereby interchange of air has been improved the ecological environment of soil under the road surface, the underground, the root of plant, the just fine growth of energy of toy in the soil and microorganism catches the carbon dioxide on the road surface, as the nutrient of self, then ozone is fed back to the city, the circulation of the Nature can allow the city give the breathing of oneself for change again.
Good effect of the present utility model is: adoptRubble below the tapered hollow plastic pipe can import rainwater is contained water layer, and fine day is the upwards passage of evaporation of steam.Containing the water route face can be by storing unnecessary rainwater, the evacuation heavy rain of nature.Thereby the pressure that alleviates greatly urban rainwater drainage system can avoid the city to form city ponding and then form waterlogging because of heavy rain.
Description of drawings
Fig. 1 is the utility model structure principle chart;
Among the figure, 1, the taper drain pipe; 2, concrete strengthening layer; 3, support rack; 4, supporting network; 5, rubble roadbed; 6, contain water layer; 7, natural soils layer; 8, road surface.
The specific embodiment
According to shown in Figure 1, lay the culvert water layer 6 that the thick gravelly sand of 100mm (or coarse sand) is made, grinding leveling at natural soils layer 7; Re-lay the thick rubble roadbed 5 vibrations grinding levelings of 300mm; Covering the supporting network 4 that layer of plastic film is made, is that cement paste stops up the macadam space to prevent concreting; The top laying precast support rack 3 of supporting network 4, even stationary distribution has the taper drain pipe 1 of hollow on the support rack 3, taper drain pipe 1 is vertically placed, with the supporting network 4 position perforates and the thick 50mm of rubble roadbed 5(under taper drain pipe 1 pipe) be communicated with, support rack 3 height 190mm, length 500mm, width 500mm, assembly binds together and is covered with the road surface according to the road surface size, taper drain pipe 1 is with the horizontal 250mm of center to center distance, vertically 250mm is distributed into and supports in the rack 3, taper drain pipe 1 back cut diameter 20mm lower port diameter 60mm, wall thickness 3mm is suitable for reading to have the long isometrical and upper actinal surface of 15mm flat in supporting 3 of racks.To clog the mouth of pipe, pipe close exposes 10mm after clogging the mouth of pipe to the mouth of pipe correspondence of each taper drain pipe 1 with plastic plug, and diameter is that 25mm is the taper of 20mm to the opening part diameter above the pipe close.Concrete strengthening layer 2 is to the pipe close plane of taper drain pipe 1, and the pressing troweling that vibrates is opened pipe close after 2 initial set of concrete strengthening layer, builds road surface 8 and gets final product.

Claims (1)

1. a culvert water route face that solves ponding is characterized in that: sequentially be equipped with on the natural soils layer and contain water layer, rubble roadbed; Cover the supporting network that layer of plastic film is made on the rubble roadbed; Supporting network is provided with the support rack, and even stationary distribution has some taper drain pipes in the support rack, and the taper drain pipe is vertically placed, and large mouthful downwards; The supporting network perforate that is positioned under the large mouth of taper drain pipe is communicated with the rubble roadbed; Build the concrete strengthening layer to the upper orifice plane of taper drain pipe in supporting rack, the road surface is built and is consisted of layer structure on it.
CN 201220394561 2012-08-10 2012-08-10 Water containing road surface capable of solving waterlogging Expired - Fee Related CN202766945U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220394561 CN202766945U (en) 2012-08-10 2012-08-10 Water containing road surface capable of solving waterlogging

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220394561 CN202766945U (en) 2012-08-10 2012-08-10 Water containing road surface capable of solving waterlogging

Publications (1)

Publication Number Publication Date
CN202766945U true CN202766945U (en) 2013-03-06

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Family Applications (1)

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CN 201220394561 Expired - Fee Related CN202766945U (en) 2012-08-10 2012-08-10 Water containing road surface capable of solving waterlogging

Country Status (1)

Country Link
CN (1) CN202766945U (en)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104005344A (en) * 2014-06-10 2014-08-27 山东大学 Device and method for draining capillary water out of roadbed
CN104047215A (en) * 2014-05-21 2014-09-17 西南科技大学 Method for changing cement concrete pavement into pervious concrete pavement
CN104594155A (en) * 2015-01-19 2015-05-06 薛志东 Permeable pavement laying method
CN104594154A (en) * 2015-01-19 2015-05-06 薛志东 Permeable support for pavement structure
CN104612020A (en) * 2015-01-19 2015-05-13 薛志东 Structure of water-permeable pavement
CN104652214A (en) * 2015-01-19 2015-05-27 薛志东 Paving method of water-permeable pavement
CN104878827A (en) * 2015-04-29 2015-09-02 成都格瑞思文化传播有限公司 Road drainage structure
CN105019329A (en) * 2015-08-11 2015-11-04 嘉兴市规划设计研究院有限公司 Water storage type road structure
TWI553192B (en) * 2013-05-23 2016-10-11 Rui-Wen Chen Pavement natural resources of the automated de-icing system
CN106351103A (en) * 2016-11-09 2017-01-25 苏谦 Permeable pavement structure with high strength and high permeability and paving method thereof
CN108611948A (en) * 2018-04-24 2018-10-02 西安建筑科技大学 A kind of urban road permeable pavement structure
CN109371775A (en) * 2018-11-23 2019-02-22 西南交通大学 Road travel road permeable pavement structure and its laying method
CN109653107A (en) * 2018-12-28 2019-04-19 西安公路研究院 A kind of permeable energy absorbing type asphalt pavement structure and its laying method
CN110644325A (en) * 2019-09-24 2020-01-03 重庆工程职业技术学院 Urban slow-running traffic pavement system and pavement method
CN112080978A (en) * 2020-09-04 2020-12-15 东南大学 Pavement structure for actively preventing temperature stress related diseases and construction method
CN114318999A (en) * 2022-01-19 2022-04-12 义乌浩盛新材料有限公司 Energy-saving bituminous pavement

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI553192B (en) * 2013-05-23 2016-10-11 Rui-Wen Chen Pavement natural resources of the automated de-icing system
CN104047215A (en) * 2014-05-21 2014-09-17 西南科技大学 Method for changing cement concrete pavement into pervious concrete pavement
CN104047215B (en) * 2014-05-21 2016-04-13 西南科技大学 Cement concrete pavement changes the method for pervious concrete pavement into
CN104005344A (en) * 2014-06-10 2014-08-27 山东大学 Device and method for draining capillary water out of roadbed
CN104005344B (en) * 2014-06-10 2016-02-10 山东大学 A kind of method of discharging roadbed capillary water
CN104652214A (en) * 2015-01-19 2015-05-27 薛志东 Paving method of water-permeable pavement
CN104612020A (en) * 2015-01-19 2015-05-13 薛志东 Structure of water-permeable pavement
CN104594154A (en) * 2015-01-19 2015-05-06 薛志东 Permeable support for pavement structure
CN104594155A (en) * 2015-01-19 2015-05-06 薛志东 Permeable pavement laying method
CN104878827A (en) * 2015-04-29 2015-09-02 成都格瑞思文化传播有限公司 Road drainage structure
CN105019329A (en) * 2015-08-11 2015-11-04 嘉兴市规划设计研究院有限公司 Water storage type road structure
CN106351103B (en) * 2016-11-09 2020-08-21 苏谦 High-strength and high-permeability permeable pavement structure and laying method thereof
CN106351103A (en) * 2016-11-09 2017-01-25 苏谦 Permeable pavement structure with high strength and high permeability and paving method thereof
CN108611948A (en) * 2018-04-24 2018-10-02 西安建筑科技大学 A kind of urban road permeable pavement structure
CN109371775A (en) * 2018-11-23 2019-02-22 西南交通大学 Road travel road permeable pavement structure and its laying method
CN109371775B (en) * 2018-11-23 2023-12-12 西南交通大学 Road traffic lane permeable pavement structure and paving method thereof
CN109653107A (en) * 2018-12-28 2019-04-19 西安公路研究院 A kind of permeable energy absorbing type asphalt pavement structure and its laying method
CN109653107B (en) * 2018-12-28 2022-03-01 西安公路研究院有限公司 Water-permeable energy-absorbing asphalt pavement structure and laying method thereof
CN110644325B (en) * 2019-09-24 2021-08-06 重庆工程职业技术学院 Pavement method for urban slow-running traffic road
CN110644325A (en) * 2019-09-24 2020-01-03 重庆工程职业技术学院 Urban slow-running traffic pavement system and pavement method
CN112080978A (en) * 2020-09-04 2020-12-15 东南大学 Pavement structure for actively preventing temperature stress related diseases and construction method
CN114318999A (en) * 2022-01-19 2022-04-12 义乌浩盛新材料有限公司 Energy-saving bituminous pavement

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Granted publication date: 20130306

Termination date: 20130810