CN104480825A - Construction method of water-permeable type pouring water-permeable stone - Google Patents
Construction method of water-permeable type pouring water-permeable stone Download PDFInfo
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- CN104480825A CN104480825A CN201410734504.6A CN201410734504A CN104480825A CN 104480825 A CN104480825 A CN 104480825A CN 201410734504 A CN201410734504 A CN 201410734504A CN 104480825 A CN104480825 A CN 104480825A
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- permeable
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- coarse sand
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
- E01C7/325—Joining different layers, e.g. by adhesive layers; Intermediate layers, e.g. for the escape of water vapour, for spreading stresses
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a construction method of a water-permeable type pouring water-permeable stone. The construction method comprises the steps of punning plain soil; paving graded crushed rock; paving coarse sand; paving the pouring water-permeable stone and a transparent silicon-fluorine reinforcing agent. A water-permeable floor obtained through the construction method of the water-permeable type pouring water-permeable stone has good water permeability, can be used for increasing the air temperature, regulating the climate and relieving the heat island effect, has the advantages of environmental friendliness, high strength, good freezing resistance, easiness in maintenance and beauty and can be applied to a pavement.
Description
Technical field
The present invention relates to glue and build permeable stone technical field, particularly relate to the construction method that permeable stone built by a kind of permeable glue.
Background technology
Current pitching brick mostly is concrete or lithotome makes, its ventilative water permeability is poor, with the passing of time under making brick, ground generation is hardened, water under ground surface and brick between ground, gas are exchanged and had a negative impact, destroy the regulating action of earth's surface to environment, also have now some enterprises to produce the water-permeable brick with hole, but these water-permeable bricks only have the water permeability of vertical direction, bad hydraulic permeability, the life-span is short.
Lay the hot issue that permeable stone ground has become research at present.Glue is built permeable stone and is formed through special technology gummed by color pebble, raw material asepsis environment-protecting, color nature, elegant and graceful, economical, be stone material substitute of new generation, be applicable to gardens, sidewalk, the place such as city square, swimming pool, bath center, villa garden, interior/exterior decoration, park bodybuilding and entertainment institute.Along with the development of society, the performance requirement of people to permeable stone road surface is more and more higher, especially for the permeable stone on road surface, sidewalk, but existing its intensity of permeable stone sidewalk and water permeability are not very desirable, its application life is short, and in rainy season, a large amount of rainwater is hoarded and can be brought very big inconvenience to the trip of people on road surface.
Summary of the invention
Based on Problems existing in background technology, the present invention proposes the construction method that permeable stone built by a kind of permeable glue, the ground good water permeability obtained by this construction method, environmental protection, intensity is high, frost resistance good, be easy to safeguard and attractive in appearance, meet the requirement of sidewalk.
The present invention proposes the construction method that permeable stone built by a kind of permeable glue, comprise the following steps:
S1, rammed earth, make the plain soil pressure real coefficient of compacting be greater than 0.92;
S2, to pave graded broken stone on the element soil of compacting, form granular cushion, wherein, the thickness of granular cushion is 30-250mm;
S3, the coarse sand that paves on granular cushion form coarse sand drainage layer, and wherein, the thickness of coarse sand drainage layer is 5-50mm;
S4, on coarse sand drainage layer spread concrete, form benchmark macropore pervious concrete layer, wherein, the thickness of benchmark macropore pervious concrete layer is 30-200mm;
Permeable stone built by S5, the glue that paves after benchmark macropore pervious concrete layer bone dry, and form ornamental permeable surface layer, wherein, the thickness of ornamental permeable surface layer is 5-50mm;
S6, pave transparent fluosilicic reinforcing agent on ornamental permeable surface layer.
Preferably, in S2, the thickness of granular cushion is 100-200mm.
Preferably, in S2, the thickness of granular cushion is 150mm.
Preferably, in S3, the thickness of coarse sand drainage layer is 15-30mm.
Preferably, in S3, the thickness of coarse sand drainage layer is 20mm.
Preferably, in S4, the thickness of benchmark macropore pervious concrete layer is 60-150mm.
Preferably, in S4, the thickness of benchmark macropore pervious concrete layer is 100mm.
Preferably, in S5, the thickness of ornamental permeable surface layer is 15-30mm.
Preferably, in S5, the thickness of ornamental permeable surface layer is 20mm.
Preferably, pave anti-filter geotextiles between the element soil and granular cushion of compacting.
The pervious surface good water permeability that the construction method that permeable stone built by permeable glue of the present invention obtains, air themperature can be increased, regulate the climate, alleviate heat island effect, and environmental protection, intensity is high, frost resistance good, be easy to safeguard and attractive in appearance, for in sidewalk, also a large amount of ponding can not be hoarded and long service life in rainy season, need not carry out frequently safeguarding or changing, save cost.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention is described in detail; should understand; embodiment is only for illustration of the present invention, instead of for limiting the present invention, any amendment, equivalent replacement etc. made on basis of the present invention is all in protection scope of the present invention.
Embodiment 1
The construction method of permeable stone built by permeable glue of the present invention, comprises the following steps:
S1, rammed earth, the plain soil pressure real coefficient making compacting is 0.93;
S2, to pave graded broken stone on the element soil of compacting, form granular cushion, wherein, the thickness of granular cushion is 30mm;
S3, the coarse sand that paves on granular cushion form coarse sand drainage layer, and wherein, the thickness of coarse sand drainage layer is 50mm;
S4, on coarse sand drainage layer spread concrete, form benchmark macropore pervious concrete layer, wherein, the thickness of benchmark macropore pervious concrete layer is 30mm;
Permeable stone built by S5, the glue that paves after benchmark macropore pervious concrete layer bone dry, and form ornamental permeable surface layer, wherein, the thickness of ornamental permeable surface layer is 5mm;
S6, pave transparent fluosilicic reinforcing agent on ornamental permeable surface layer.
Embodiment 2
The construction method of permeable stone built by permeable glue of the present invention, comprises the following steps:
S1, rammed earth, the plain soil pressure real coefficient making compacting is 0.94;
S2, to pave graded broken stone on the element soil of compacting, form granular cushion, wherein, the thickness of granular cushion is 250mm;
S3, the coarse sand that paves on granular cushion form coarse sand drainage layer, and wherein, the thickness of coarse sand drainage layer is 5mm;
S4, on coarse sand drainage layer spread concrete, form benchmark macropore pervious concrete layer, wherein, the thickness of benchmark macropore pervious concrete layer is 200mm;
Permeable stone built by S5, the glue that paves after benchmark macropore pervious concrete layer bone dry, and form ornamental permeable surface layer, the thickness of described ornamental permeable surface layer is 50mm;
S6, pave transparent fluosilicic reinforcing agent on the permeable surface layer of decoration type.
Embodiment 3
The construction method of permeable stone built by permeable glue of the present invention, comprises the following steps:
S1, rammed earth, the plain soil pressure real coefficient making compacting is 0.96;
S2, to pave graded broken stone on the element soil of compacting, form granular cushion, wherein, the thickness of granular cushion is 150mm;
S3, the coarse sand that paves on granular cushion form coarse sand drainage layer, and wherein, the thickness of coarse sand drainage layer is 20mm;
S4, on coarse sand drainage layer spread concrete, form benchmark macropore pervious concrete layer, wherein, the thickness of benchmark macropore pervious concrete layer is 100mm;
Permeable stone built by S5, the glue that paves after benchmark macropore pervious concrete layer bone dry, and form ornamental permeable surface layer, wherein, the thickness of ornamental permeable surface layer is 20mm;
S6, pave transparent fluosilicic reinforcing agent on the permeable surface layer of decoration type.
Embodiment 4
The construction method of permeable stone built by permeable glue of the present invention, comprises the following steps:
S1, rammed earth, the plain soil pressure real coefficient making compacting is 0.95;
S2, to pave graded broken stone on the element soil of compacting, form granular cushion, wherein, the thickness of granular cushion is 130mm;
S3, the coarse sand that paves on granular cushion form coarse sand drainage layer, and wherein, the thickness of coarse sand drainage layer is 25mm;
S4, on coarse sand drainage layer spread concrete, form benchmark macropore pervious concrete layer, wherein, the thickness of benchmark macropore pervious concrete layer is 80mm;
Permeable stone built by S5, the glue that paves after benchmark macropore pervious concrete layer bone dry, and form ornamental permeable surface layer, wherein, the thickness of ornamental permeable surface layer is 25mm;
S6, pave transparent fluosilicic reinforcing agent on the permeable surface layer of decoration type.
Claims (10)
1. a construction method for permeable stone built by permeable glue, it is characterized in that, comprises the following steps:
S1, rammed earth, make the plain soil pressure real coefficient of compacting be greater than 0.92;
S2, to pave graded broken stone on the element soil of compacting, form granular cushion, wherein, the thickness of granular cushion is 30-250mm;
S3, the coarse sand that paves on granular cushion form coarse sand drainage layer, and wherein, the thickness of coarse sand drainage layer is 5-50mm;
S4, on coarse sand drainage layer spread concrete, form benchmark macropore pervious concrete layer, wherein, the thickness of benchmark macropore pervious concrete layer is 30-200mm;
Permeable stone built by S5, the glue that paves after benchmark macropore pervious concrete layer bone dry, and form ornamental permeable surface layer, wherein, the thickness of ornamental permeable surface layer is 5-50mm;
S6, pave transparent fluosilicic reinforcing agent on ornamental permeable surface layer.
2. the construction method of permeable stone built by permeable glue according to claim 1, it is characterized in that, in S2, the thickness of granular cushion is 100-200mm.
3. the construction method of permeable stone built by permeable glue according to claim 2, it is characterized in that, in S2, the thickness of granular cushion is 150mm.
4. the construction method of permeable stone built by permeable glue according to claim 1, it is characterized in that, in S3, the thickness of coarse sand drainage layer is 15-30mm.
5. the construction method of permeable stone built by permeable glue according to claim 4, it is characterized in that, in S3, the thickness of coarse sand drainage layer is 20mm.
6. the construction method of permeable stone built by permeable glue according to claim 1, it is characterized in that, in S4, the thickness of benchmark macropore pervious concrete layer is 60-150mm.
7. the construction method of permeable stone built by permeable glue according to claim 6, it is characterized in that, in S4, the thickness of benchmark macropore pervious concrete layer is 100mm.
8. the construction method of permeable stone built by permeable glue according to claim 1, it is characterized in that, in S5, the thickness of ornamental permeable surface layer is 15-30mm.
9. the construction method of permeable stone built by permeable glue according to claim 8, it is characterized in that, in S5, the thickness of ornamental permeable surface layer is 20mm.
10. according to any one of claim 1-9, the construction method of permeable stone built by permeable glue, it is characterized in that, pave anti-filter geotextiles between the element soil and granular cushion of compacting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410734504.6A CN104480825A (en) | 2014-12-03 | 2014-12-03 | Construction method of water-permeable type pouring water-permeable stone |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410734504.6A CN104480825A (en) | 2014-12-03 | 2014-12-03 | Construction method of water-permeable type pouring water-permeable stone |
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| CN104480825A true CN104480825A (en) | 2015-04-01 |
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| CN201410734504.6A Pending CN104480825A (en) | 2014-12-03 | 2014-12-03 | Construction method of water-permeable type pouring water-permeable stone |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114351525A (en) * | 2021-11-26 | 2022-04-15 | 中国电建集团西北勘测设计研究院有限公司 | Construction method based on sponge urban road pervious concrete combined pavement |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2637544Y (en) * | 2003-06-17 | 2004-09-01 | 穆道春 | Porous pavement brick |
| US20070223998A1 (en) * | 2004-02-07 | 2007-09-27 | Terraelast Ag | Water-Permeable Paving and Method for Producing a Paving |
| CN203583313U (en) * | 2013-11-19 | 2014-05-07 | 苏州金螳螂园林绿化景观有限公司 | Anti-cracking washing stone road surface |
| CN103806356A (en) * | 2014-02-28 | 2014-05-21 | 北京西奥兴业园林景观工程有限公司 | Decorative concrete floor structure and manufacturing method thereof |
| CN203700897U (en) * | 2014-02-14 | 2014-07-09 | 江苏建筑职业技术学院 | Pervious concrete ground |
-
2014
- 2014-12-03 CN CN201410734504.6A patent/CN104480825A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2637544Y (en) * | 2003-06-17 | 2004-09-01 | 穆道春 | Porous pavement brick |
| US20070223998A1 (en) * | 2004-02-07 | 2007-09-27 | Terraelast Ag | Water-Permeable Paving and Method for Producing a Paving |
| CN203583313U (en) * | 2013-11-19 | 2014-05-07 | 苏州金螳螂园林绿化景观有限公司 | Anti-cracking washing stone road surface |
| CN203700897U (en) * | 2014-02-14 | 2014-07-09 | 江苏建筑职业技术学院 | Pervious concrete ground |
| CN103806356A (en) * | 2014-02-28 | 2014-05-21 | 北京西奥兴业园林景观工程有限公司 | Decorative concrete floor structure and manufacturing method thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114351525A (en) * | 2021-11-26 | 2022-04-15 | 中国电建集团西北勘测设计研究院有限公司 | Construction method based on sponge urban road pervious concrete combined pavement |
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Application publication date: 20150401 |
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