CN205529755U - Formula of straining road surface is held to fast arranging - Google Patents

Formula of straining road surface is held to fast arranging Download PDF

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Publication number
CN205529755U
CN205529755U CN201620077864.8U CN201620077864U CN205529755U CN 205529755 U CN205529755 U CN 205529755U CN 201620077864 U CN201620077864 U CN 201620077864U CN 205529755 U CN205529755 U CN 205529755U
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layer
road surface
water
utility
model
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Expired - Fee Related
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CN201620077864.8U
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Chinese (zh)
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王博
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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  • Road Paving Structures (AREA)

Abstract

The utility model discloses a formula of straining road surface is held to fast arranging from top to bottom comprises asphalt concrete layer, a geotextile layer, sub -surface and the 2nd geotextile layer in proper order, and wherein the sub -surface adopts super absorbent polymer resin layer, water storage macadam base, the biozeolite layer component that superposes from top to bottom, the asphalt concrete layer porosity is not less than 22%. The beneficial effects of the utility model are that the surface water can pass through road surface structure infiltration to the road surface possesses long -time retaining storage capacity, can slowly release moisture for a long time, and the water that releases both can permeate the replenish underground water source downwards, can reduce way table temperature in upwards evaporation of high temperature season again, reduces urban heat island effect.

Description

A kind of fast row stores filter formula road surface
Technical field
The utility model belongs to brick or concrete duct field, relates to a kind of fast row and stores filter formula road surface.
Background technology
At present, urban road, square, commercial street, pavement, parking lot, community and parkway extensively make With dense bitumen compound, cement concrete and the material such as granite, marble, urban surface is not gradually by Permeable surface layer covers.But this pavement structure exists some problems, as urban groundwater can not get supplementing, ground Table water cannot ooze by under pavement structure, compromises the water balance in city, have impact on the growth of urban surface plant, Destroy the ecological balance of urban surface simultaneously.In big city, level of ground water loses in downward trend year by year, the soil body , easily there is fault sag in the ability of balance in situ;Increase the weight of urban waterlogging disaster, due to the road surface of surface compact Structure the rainy day can not draining in time, inside pavement structure, lack water storage design simultaneously, moisture penetration can be caused To subgrade soils, form destabilization of roadbed;Current collection device, somewhat expensive and engineering need to be set up in road both sides Measure huge;Water body one-way flow, pavement structure does not possess long-time retaining storage capacity, and water body flow direction is One-way flow.
Utility model content
The purpose of this utility model is to provide a kind of fast row to store filter formula road surface, solves current pavement structure and makes city City's underground water can not get supplementing, and surface water cannot ooze by under pavement structure, causes roadbed to damage, pavement structure Not possessing long-time retaining storage capacity, pavement temperature is high, compromises the isorrheic problem in city.
The utility model be employed technical scheme comprise that and knitted by asphalt concrete layer, the first geotechnique the most successively Nitride layer, sub-surface and the second geotextile layer composition, wherein sub-surface uses super absorbent resin layer, storage Water crushed rock base course, biozeolite layer superposition from top to bottom composition, described bituminous concrete layer porosity is not less than 22%.
Further, described asphalt concrete layer is open-shelf range OGFC asphalt concrete material.
Further, described concrete layer thickness be 5-10cm, super absorbent resin layer thickness be 3-5cm, water storage Crushed rock base course thickness is 50-70cm, biozeolite layer thickness is 5-10cm.
The beneficial effects of the utility model are that surface water can ooze by under pavement structure, and when road surface possesses long Between retaining storage capacity, can slowly discharge moisture for a long time, the water discharged both can permeate downwards supplementary Underground water source, upwards can evaporate at high temperature season again, reduces road table temperature, reduces urban heat land effect.
Accompanying drawing explanation
Fig. 1 is that the utility model arranges storage filter formula pavement structure schematic diagram soon.
In figure, 1. asphalt concrete layer, 2. the first geotextile layer, 3. sub-surface, 4. the second geotextile layer, 301. super absorbent resin layers, 302. water storage crushed rock base courses, 303. biozeolite layers.
Detailed description of the invention
Below in conjunction with detailed description of the invention, the utility model is described in detail.
The utility model asphalt concrete layer 1 as shown in Figure 1 preferably employs open-shelf range OGFC (Open Graded Friction Course) asphalt concrete material, its design porosity ensures not less than 22%. Under asphalt concrete layer 1 one layer is first geotextile layer, the i.e. first geotextile layer 2, the first soil Being sub-surface 3 below work tissue layer 2, sub-surface 3 uses super absorbent resin layer 301, water storage rubble Basic unit 302 (water-loss reducer), biozeolite layer 303 (drainage agent) superposition composition.Bottom one layer is second Geotextile layer that is second geotextile layer 4.The utility model pavement structure asphalt concrete layer 1 thickness is 5-10cm, super absorbent resin layer 301 thickness is 3-5cm, water storage crushed rock base course 302 thickness is 50-70cm, Biozeolite layer 303 thickness is 5-10cm.
The feature that fast row of the present utility model stores filter formula pavement structure is as follows:
(1) possesses the performance on conventional drainage road surface
Use macrovoid (voidage is not less than 22%) OGFC bituminous concrete surfacing as road surface Layer, can make rainwater enter inside pavement structure quickly through road surface, meet the requirement of general drainage pavement, with Time top layer, macroporous road traffic noise is also had obvious sound deadening.
(2) storage filter formula sub-surface design is used
Eliminate the full impregnated water tube hose in conventional discharge pavement structure, use the additional water-loss reducer of rubble water storage basic unit Layer, the design of drainage oxidant layer.Water-loss reducer uses super absorbent resin, and it is that a kind of water absorbing capacity is the strongest Functional high molecule material.Nontoxic, repeatedly release water, water suction, be mainly used in arid area crop growth, By its mixing in road gallet water storage basic unit, once rainfall, can quickly absorb and exceed own vol 200 Water body again, prevents precipitation leakage excessive, damages roadbed.Water-loss reducer has water conservation concurrently simultaneously, the function of retaining can Slowly to discharge moisture for a long time, the water discharged both can permeate downwards recharge of groundwater source, again can be High temperature season upwards evaporates, and reduces road table temperature, reduces urban heat land effect.Drainage agent uses biological boiling Stone, biozeolite is the sedimentary rock sprayed through volcano, possess the adsorptivity to organic one's share of expenses for a joint undertaking, have filter, The effects such as natural decoloring agent and removal poisonous and harmful substance, use biozeolite can permeate pathway table Water body carries out purification filtering effect, it is ensured that the safety of underground water source.
(3) twice Geotextiles Design, it is ensured that the monolithic stability of pavement structure
Novel fast row stores filter formula Pavement Structure Design and uses twice geotextile layer, and first geotextile layer is arranged Below top layer, road, it is therefore an objective to reinforced surface layer further, improve bearing capacity and the surface layer rutting resistance on road surface. Second geotextile layer is arranged between drainage basic unit and roadbed, prevents soil particle from entering base by pump-absorb action Layer.
Pavement structure of the present utility model is also advantageous in that: construction is simple, and cost performance is high, and novel fast row stores filter formula Pavement structure and the construction technology on plain asphalt road surface, construction equipment are essentially identical.With other Quick drainage road surfaces Comparing, decrease the rainwater-collecting processing equipment of road both sides, its cost performance is higher.Use water-loss reducer and drainage The design of agent makes moisture the most slowly to discharge, two-way penetration, has higher social benefit and environmental protection effect Benefit.
The utility model pavement structure breaks through conventional road Pavement Structure Design theory, and porous pavement can be straight by rainwater Connect and permeate the ground rather than enter river, lake through special current collection processing system implementing.Rainwater is by pavement structure Being filtrated to get purification, maintain the steady of earth's surface hydraulic pressure, supplement groundwater resources, water body can be on road simultaneously Face structure can slowly discharge with long-time storage, both can complete the discharge under current direction the short time and collect, Slowly can upwards discharge for a long time again, reduce road table temperature, become " the meeting with good ecological environment benefit Breathe " pavement structure.
The above is only to better embodiment of the present utility model, not makees the utility model any Pro forma restriction, every any simply repaiies made for any of the above embodiments according to technical spirit of the present utility model Change, equivalent variations and modification, belong in the range of technical solutions of the utility model.

Claims (3)

1. a fast row stores filter formula road surface, it is characterised in that: the most successively by asphalt concrete layer (1), First geotextile layer (2), sub-surface (3) and the second geotextile layer (4) composition, wherein road surface base Layer (3) uses super absorbent resin layer (301), water storage crushed rock base course (302), biozeolite layer (303) Superposition from top to bottom forms, and described bituminous concrete layer porosity is not less than 22%.
2. store filter formula road surface according to fast row a kind of described in claim 1, it is characterised in that: described bituminous concrete Layer (1) is open-shelf range OGFC asphalt concrete material.
3. store filter formula road surface according to fast row a kind of described in claim 1, it is characterised in that: described concrete layer (1) Thickness is 5-10cm, super absorbent resin layer (301) thickness is 3-5cm, water storage crushed rock base course (302) thick Degree is 5-10cm for 50-70cm, biozeolite layer (303) thickness.
CN201620077864.8U 2016-01-27 2016-01-27 Formula of straining road surface is held to fast arranging Expired - Fee Related CN205529755U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620077864.8U CN205529755U (en) 2016-01-27 2016-01-27 Formula of straining road surface is held to fast arranging

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Application Number Priority Date Filing Date Title
CN201620077864.8U CN205529755U (en) 2016-01-27 2016-01-27 Formula of straining road surface is held to fast arranging

Publications (1)

Publication Number Publication Date
CN205529755U true CN205529755U (en) 2016-08-31

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107288008A (en) * 2017-08-03 2017-10-24 四川云图瑞科技有限公司 A kind of sponge urban road material
CN107841917A (en) * 2017-10-31 2018-03-27 绍兴文理学院元培学院 A kind of porous asphalt pavement water storage pumping equipment
CN111455758A (en) * 2020-04-08 2020-07-28 王文超 Quick infiltration road bed road surface of rainwater

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107288008A (en) * 2017-08-03 2017-10-24 四川云图瑞科技有限公司 A kind of sponge urban road material
CN107841917A (en) * 2017-10-31 2018-03-27 绍兴文理学院元培学院 A kind of porous asphalt pavement water storage pumping equipment
CN111455758A (en) * 2020-04-08 2020-07-28 王文超 Quick infiltration road bed road surface of rainwater
CN111455758B (en) * 2020-04-08 2021-06-15 王文超 Quick infiltration road bed road surface of rainwater

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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: 20160831

Termination date: 20210127