CN103485254A - Method for preparing environment-friendly, decorative and permeable concrete pavement - Google Patents
Method for preparing environment-friendly, decorative and permeable concrete pavement Download PDFInfo
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- CN103485254A CN103485254A CN201310426786.9A CN201310426786A CN103485254A CN 103485254 A CN103485254 A CN 103485254A CN 201310426786 A CN201310426786 A CN 201310426786A CN 103485254 A CN103485254 A CN 103485254A
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Abstract
The invention discloses a method for preparing an environment-friendly, decorative and permeable concrete pavement. The method comprises the following preparation steps that a base course is leveled and tamped; a broken stone or pebble water storage bed course is laid on the base course; geotechnical cloth is laid on the broken stone or pebble water storage bed course; a concrete structure course is laid on the geotechnical cloth course; before initially setting, the concrete course is embossed through a mold or a tool to form a decorative surface course; after the decorative pavement concrete structure course sets finally, wear-resisting color paint is sprayed to the concrete structure course to form a decoration protection course; after the decoration protection course sets finally, mechanical drilling is conducted on the decorative pavement in a longitudinal and transverse lattice distribution mode to form drainage holes penetrating through the water storage bed course. The method for preparing the environment-friendly, decorative and permeable concrete pavement is simple, efficient in field operation and low in manufacturing cost, the pavement formed in a laying mode is good in integrality, high in load-carrying capacity, tidy, attractive, novel in style, colorful, high in permeation reliability, simple in later-period maintenance, good in water permeability and breathability and capable of carrying out underground water source conservation and improving local ecological environment, and the drainage holes are easy to clean.
Description
Technical field
The present invention relates to a kind of cement pavement preparation method, be specifically related to a kind of environmental-protection decorative permeable cement road surface preparation method.
Background technology
along with the Process of Urbanization development, the permeability road surface is as an important method of " Demonstration for Ecological Sanitation ", become an important component part of road drainage design, and aspect the decoration of road surface, the ornamental and artistry extensive use that painted calender crush finish road surface is very strong because its color varied styles has.Existing permeable cement road surface adopts the method for pre-buried pipe support mostly, first the plastic pipe frame mould is put on bed course, penetration concrete, after the concrete drying, a plurality of through holes of pipe support mould setting become drain hole, adopt such method cost cost higher, engineering time is long, and because architectural surface is waterproof pavement material, if combine with pipe support method pervious concrete pavement, can't play permeable effect, environmental protection and attractive in appearance can't taking into account.
Summary of the invention
The objective of the invention is to provide a kind of cost low, efficiency of construction is high and can realize the environment friendly pervious cement pavement preparation method who combines with painted calender crush finish road surface, thereby realizes taking into account of environmental protection and decorative effect.
To achieve these goals, the specific embodiment of the invention scheme is: a kind of environmental-protection decorative permeable cement road surface preparation method comprises following preparation process:
(1) flatten and tamp basic unit;
(2) lay rubble or cobble retaining bed course in the described basic unit of step (1);
(3) lay geotextiles on the described rubble of step (2) or cobble aquifer;
(4) establish the concrete structure layer on the described geotechnological layer of cloth of step (3) upper berth;
(5), before the initial set of step (4) concrete structure layer, when the concrete structure layer still has plasticity, with mould or instrument impression, form architectural surface;
(6) after (5) form the concrete structure layer final set of architectural surface, compressive strength reaches 10Mpa～15Mpa, and on the impression architectural surface, the spraying abrasion-proof colour-wash forms and decorates topping;
(7) after the decoration topping final set formed in (6), to decorating road surface, by format permutation in length and breadth, distribute and carry out machine drilling, connect to the drain hole of retaining bed course with formation.
Further, described retaining bed course is sand stone layer, macadam or sandy gravel one or more constitute.
Further, described geotechnological layer of cloth is braided geotextile.
Further, described braided geotextile mass area ratio is 200g/ ㎡～500g/ ㎡.
Further, described retaining cushion thickness is 100mm～500mm.
Further, described concrete structure layer thickness is 150mm～350mm.
Further, described decoration protective layer thickness is 5mm～15mm.
Further, format permutation is in length and breadth pressed in the distribution of described drain hole, and two-direction hole is apart from being 100mm～500mm, and aperture is 10mm～25mm.
Compared with prior art, the present invention has the following advantages: (1) road surface good integrity, bearing capacity are high, and steady quality is pollution-free; (2) road surface neat appearance, fashionable coloury road surface decorative effect; (3) job practices is simple, easy to operate, field operation efficiency is high; (4) cost is low, saves material, and cost performance is high; (5) there is permeable reliability high, the permeable hole easy to clean, later maintenance is simple; (6) there is good water permeability, gas permeability, and can conserve underground water source, improve the function of local ecological environment.
The accompanying drawing explanation
The structural representation that Fig. 1 is environmental-protection decorative permeable cement of the present invention road surface.
The plan structure schematic diagram that Fig. 2 is environmental-protection decorative permeable cement of the present invention road surface.
In figure: 1-basic unit, 2-retaining bed course, 3-geotechnique layer of cloth, 4-concrete structure layer, 5-architectural surface, 6-drain hole.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention will be further described in detail.
As Fig. 1～2, Fig. 1 is the structural representation on a kind of environmental-protection decorative permeable cement of the present invention road surface, this each layer of road surface from bottom to top successively: basic unit 1, retaining bed course 2, geotechnological layer of cloth 3, concrete structure layer 4, architectural surface 5.Distribute and drill through drain hole 6 by format permutation in length and breadth on described architectural surface 5 and concrete structure layer 4.Environmental-protection decorative permeable cement road surface preparation method of the present invention specifically comprises following preparation process:
(1) flatten and tamp basic unit 1; Basic unit's 1 thickness is used function to determine according to top;
(2) lay rubble or cobble retaining bed course 2 in the described basic unit 1 of step (1), cushion thickness calculates by local amount of precipitation, and one or more that described retaining bed course 2 is sand stone layer, macadam or sandy gravel constitute retaining bed course 2 thickness and can be 100mm～500mm.
(3) lay geotextiles on the described rubble of step (2) or cobble aquifer; Described geotechnological layer of cloth 3 is braided geotextile, and described braided geotextile mass area ratio is 200g/ ㎡～500g/ ㎡;
(4) lay concrete structure layer 4 on the described geotechnological layer of cloth 3 of step (3); Described concrete structure layer 4 thickness can be 150mm～350mm, in order to improve the supporting capacity of concrete structure layer 4, can according to requirements add steel mesh reinforcement;
(5) before 4 initial set of step (4) concrete structure layer; be that concrete structure layer 4 forms architectural surface 5 with mould or instrument impression while still having plasticity; stating and decorating protective layer thickness is 5mm～15mm, but also directly in the 4 surface imprint moulding of concrete structure layer.
(6) after (5) form concrete structure layer 4 final set of architectural surface 5, compressive strength reaches 10Mpa～15Mpa, and on impression architectural surface 5, the spraying abrasion-proof colour-wash forms and decorates topping;
(7) after the decoration topping final set formed in (6), to decorating road surface, by format permutation in length and breadth, distribute and carry out machine drilling, connect to the drain hole of retaining bed course 2 with formation.After decorating topping final set; distribute and carry out machine drilling by format permutation in length and breadth decorating road surface; connect to the drain hole of retaining bed course 2 with formation, be as the criterion to drill through after cement water permeable concrete road surface thickness non-resistance suddenly during construction, cleaning road surface repair indivedual impaired surface layers after completing.Format permutation is in length and breadth pressed in the distribution of described drain hole, and calculate by local amount of precipitation in pitch-row and aperture, and two-direction hole is apart from being 100mm～500mm, and aperture is 10mm～25mm.
The foregoing is only preferred embodiment of the present invention, all equalizations of doing according to the present patent application the scope of the claims change and modify, and all should belong to covering scope of the present invention.
Claims (8)
1. an environmental-protection decorative permeable cement road surface preparation method, is characterized in that, comprises following preparation process:
(1) flatten and tamp basic unit;
(2) lay rubble or cobble retaining bed course in the described basic unit of step (1);
(3) lay geotextiles on the described rubble of step (2) or cobble aquifer;
(4) establish the concrete structure layer on the described geotechnological layer of cloth of step (3) upper berth;
(5), before the initial set of step (4) concrete structure layer, when the concrete structure layer still has plasticity, with mould or instrument impression, form architectural surface;
(6) after (5) form the concrete structure layer final set of architectural surface, compressive strength reaches 10Mpa～15Mpa, and on the impression architectural surface, the spraying abrasion-proof colour-wash forms and decorates topping;
(7) after the decoration topping final set formed in (6), to decorating road surface, by format permutation in length and breadth, distribute and carry out machine drilling, connect to the drain hole of retaining bed course with formation.
2. a kind of environmental-protection decorative permeable cement road surface preparation method according to claim 1, is characterized in that, one or more that described retaining bed course is sand stone layer, macadam or sandy gravel constitute.
3. a kind of environmental-protection decorative permeable cement road surface preparation method according to claim 1, is characterized in that, described geotechnological layer of cloth is braided geotextile.
4. a kind of environmental-protection decorative permeable cement road surface preparation method according to claim 3, is characterized in that, described braided geotextile mass area ratio is 200g/ ㎡～500g/ ㎡.
5. a kind of environmental-protection decorative permeable cement road surface preparation method according to claim 1, is characterized in that, described retaining cushion thickness is 100mm～500mm.
6. a kind of environmental-protection decorative permeable cement road surface preparation method according to claim 1, is characterized in that, described concrete structure layer thickness is 150mm～350mm.
7. a kind of environmental-protection decorative permeable cement road surface preparation method according to claim 1, is characterized in that, described decoration protective layer thickness is 5mm～15mm.
8. a kind of environmental-protection decorative permeable cement road surface preparation method according to claim 1, is characterized in that, format permutation is in length and breadth pressed in the distribution of described drain hole, and two-direction hole is apart from being 100mm～500mm, and aperture is 10mm～25mm.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310426786.9A CN103485254B (en) | 2013-09-18 | 2013-09-18 | A kind of environmental-protection decorative permeable cement road surface preparation method |
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| CN201310426786.9A CN103485254B (en) | 2013-09-18 | 2013-09-18 | A kind of environmental-protection decorative permeable cement road surface preparation method |
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| CN103485254B CN103485254B (en) | 2016-03-09 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153548A (en) * | 2014-07-22 | 2014-11-19 | 苏州金螳螂建筑装饰股份有限公司 | Water-permeable device of base layer of rock material |
| CN104233916A (en) * | 2014-06-27 | 2014-12-24 | 重庆多娇保温材料有限公司 | Preparation method of color ecological permeable floor |
| CN105040545A (en) * | 2015-07-21 | 2015-11-11 | 成都迅德科技有限公司 | Water permeability pavement structure |
| CN106544941A (en) * | 2016-10-11 | 2017-03-29 | 南京航空航天大学 | A kind of porous pavement with purification function |
| CN108999274A (en) * | 2018-07-18 | 2018-12-14 | 仁创生态环保科技股份有限公司 | A kind of ventilation anti-seepage bottom plate and the water-storing device comprising it |
| CN115110370A (en) * | 2022-07-12 | 2022-09-27 | 济南市章丘区市政工程处 | High-strength permeable concrete road |
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| JP2005240397A (en) * | 2004-02-26 | 2005-09-08 | Sumitomo Osaka Cement Co Ltd | Permeable pavement and method of reinforcing permeable pavement |
| JP2012207433A (en) * | 2011-03-29 | 2012-10-25 | Sato Kogyo Co Ltd | Pavement structure |
| CN202519561U (en) * | 2012-03-26 | 2012-11-07 | 长安大学 | Urban road permeable cement concrete pavement structure |
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| EP0919667A1 (en) * | 1996-08-16 | 1999-06-02 | Mitsubishi Materials Corporation | NOx REMOVING PAVEMENT STRUCTURE |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104233916A (en) * | 2014-06-27 | 2014-12-24 | 重庆多娇保温材料有限公司 | Preparation method of color ecological permeable floor |
| CN104153548A (en) * | 2014-07-22 | 2014-11-19 | 苏州金螳螂建筑装饰股份有限公司 | Water-permeable device of base layer of rock material |
| CN104153548B (en) * | 2014-07-22 | 2017-08-25 | 苏州金螳螂建筑装饰股份有限公司 | Stone material basic unit water permeable device |
| CN105040545A (en) * | 2015-07-21 | 2015-11-11 | 成都迅德科技有限公司 | Water permeability pavement structure |
| CN106544941A (en) * | 2016-10-11 | 2017-03-29 | 南京航空航天大学 | A kind of porous pavement with purification function |
| CN106544941B (en) * | 2016-10-11 | 2020-02-21 | 南京航空航天大学 | Permeable pavement with purification performance |
| CN108999274A (en) * | 2018-07-18 | 2018-12-14 | 仁创生态环保科技股份有限公司 | A kind of ventilation anti-seepage bottom plate and the water-storing device comprising it |
| CN108999274B (en) * | 2018-07-18 | 2021-03-16 | 仁创生态环保科技股份有限公司 | Ventilative prevention of seepage bottom plate and contain its water storage device |
| CN115110370A (en) * | 2022-07-12 | 2022-09-27 | 济南市章丘区市政工程处 | High-strength permeable concrete road |
| CN115110370B (en) * | 2022-07-12 | 2024-06-11 | 济南市章丘区市政工程处有限公司 | High-strength permeable concrete road |
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| CN103485254B (en) | 2016-03-09 |
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Address after: 29 building 1F, 350003 Yung Chi District, Jinshan Minjiang Road, Jinshan, Fujian, Fuzhou Applicant after: ZHONG HUI CONSTRUCTION GROUP CO., LTD. Address before: 29 building 1F, 350003 Yung Chi District, Jinshan Minjiang Road, Jinshan, Fujian, Fuzhou Applicant before: Fujian Shilian Construction Co., Ltd. |
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