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Biologicalpurificationretention belt for sponge-type city municipal road and construction method of biologicalpurificationretention belt

A technology for municipal roads and sponge cities, applied in the biological purification and retention zone of municipal roads and its construction field, can solve the problems of lack of purification and storage, limited ability to reduce planting soil and gravel, waste of water resources, etc. Water and water permeability, the effect of reducing heavy metal pollutants, and improving permeability

Active Publication Date: 2016-08-17
无锡市城市道桥科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Corresponding to the sponge city municipal roads are low-impact roads. In the design of low-impact roads at home and abroad, the requirements for drainage pavement, open side stones, and concave green belts are put forward to realize the function of road drainage, but not Realize the functions of water seepage, water storage, water purification and stagnant water
The invention patent "An Ecological Filter Ditch and Its Design Method" discloses an ecological filter ditch that relies on the filtering effect of planting soil and gravel to reduce urban road runoff pollution. Obviously, the cutting ability of planting soil and gravel is limited and can only Filter large particle size pollutants
Zhenjiang City, a pilot city for sponge cities in Jiangsu Province, is a model city for the construction of sponge cities in China. In the construction of municipal roads in sponge cities, Zhenjiang adopted drainage asphalt pavement, open side stones, sunken green belts, and overflow wells. Problems in aspects: (1) Rainwater runoff from road surfaces directly enters the drainage pipe network, which cannot be purified and stored; (2) Water resources are wasted and cannot be used
(3) The overflow well is at the same elevation as the ground surface, and the rainwater enters the green belt directly into the overflow well, which can easily cause the overflow well to be blocked, and at the same time, the green belt cannot play the role of water stagnation, water storage, and water seepage

Method used

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  • Biologicalpurificationretention belt for sponge-type city municipal road and construction method of biologicalpurificationretention belt

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0039] As shown in the attached figure, the biological purification stagnation zone is composed of anti-scouring layer 7, improved soil water purification layer 5, waterproof geotextile 4, permeable geotextile 6, gravel water purification layer 3, water collection pipe 2, overflow well 1, and horizontal connecting pipe 8 composition,, the construction method of biological purification stagnation zone, comprises the following steps:

[0040] Step 1, excavation of biological purification retention zone

[0041] According to the width of the middle zone and the side zone designed by the municipal road, the excavation width b of the biological purification retention zone is equal to the width of the side zone. As shown in the attached figure, the biological purification retention zone adopts the method of artificial step excavation, the height of each step is 50cm, the width is 50cm, and the excavation depth H is 1.45m.

[0042] Step 2, Masonry overflow well

[0043] The masonry...

Embodiment 2

[0057] The difference of the embodiments mainly lies in the difference in the composition of the improved soil purification layer, and the difference in its composition ratio will affect the purification ability and infiltration ability of the biological purification retention zone. All the other steps are identical or similar to Example 1.

[0058] According to parts by weight: humus soil 5 parts, biochar 7 parts, fine sand 15 parts, planting soil 73 parts, choose humus soil, biochar, fine sand, planting soil, the particle size of biochar is 30~60 mesh , the particle size of the fine sand is 0.8-2mm, put humus, biochar, fine sand, and planting soil into the forced mixer or twin-shaft paddle mixer according to the proportion, take it out after stirring for 20 minutes, and get purified Improved soil. According to the steps of Example 1, a biological purification retention zone was obtained, with a thickness of 0.8m.

[0059] Using the storm flood management model, permeabilit...

Embodiment 3

[0061] According to parts by weight: humus soil 5 parts, biochar 5 parts, fine sand 25 parts, planting soil 65 parts, choose humus soil, biochar, fine sand, planting soil, the particle size of biochar is 30~60 mesh , the particle size of the fine sand is 0.8-2mm, put humus, biochar, fine sand, and planting soil into the forced mixer or twin-shaft paddle mixer according to the proportion, take it out after stirring for 20 minutes, and get purified Improved soil. According to the steps of Example 1, a biological purification retention zone was obtained, with a thickness of 1.2 m.

[0062] Using the storm flood management model, permeability coefficient test, field test road observation, and pollutant reduction ability evaluation test, the drainage, water seepage, stagnant water, water storage, and water purification capabilities of the sponge city municipal roads are evaluated. The results of the storm flood management model test show that compared with ordinary municipal roads...

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Abstract

The invention discloses a biologicalpurificationretention belt for a sponge-type city municipal road and a construction method of the biologicalpurificationretention belt. The biologicalpurificationretention beltcomprises waterproof geotechnical cloth, a rubble water purification layer, water-permeablegeotechnical cloth, an improved soil water purification layer, an antiscouring layer, an overflow well, a water collection pipe and a transverse connection pipe which are sequentially arranged in an isolation belt of the sponge-type city municipal road from bottom to top, wherein the overflow well is arranged in the center of the isolation belt; the water collection pipe is arranged in the rubble water purification layer in the longitudinal direction of the sponge-type city municipal road; the transverse connection pipe communicates with the bottom of the overflow well; the overflow well penetrates through the waterproof geotechnical cloth, the rubble water purification layer, the water-permeablegeotechnical cloth, the improved soil water purification layer and the antiscouring layer, and communicates with the water collection pipe; and the transverse connection pipe is arranged in the transverse direction of the sponge-type city municipal road. The biologicalpurificationretention belthas the water drainage, water permeation, water retention, water storage and water purification functions, can be used for municipal roads and arterial highways around cities, enables municipal roadsto be changed into sponge-type city municipal roads, and promotes the development of sponge-type cities.

Description

technical field [0001] The invention relates to a municipal road biological purification retention zone and a construction method thereof, which can be applied to the construction of sponge city municipal roads and belongs to the field of road engineering. Background technique [0002] Sponge city is a new concept of urban construction proposed by the state. The Ministry of Housing and Urban-Rural Development requires that by 2020, more than 20% of the urban built-up area will meet the target requirements, and by 2030, more than 80% of the area will meet the target requirements. It can be seen from this that the country urgently needs to improve the living environment of residents and the urban water environment. The sponge city requires the city to have the functions of infiltration, stagnation, storage, purification, utilization and drainage when it rains. The proportion of road pavement in the whole city is about 30%, and there are problems of runoff pollution and water ...

Claims

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Application Information

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IPC IPC(8): E01C11/22E03F1/00E03F5/04E03F5/10
CPCE01C11/224E03F1/002E03F5/0404E03F5/10
Inventor 顾兴宇王晓威
Owner 无锡市城市道桥科技有限公司
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