CN101403209B - Fast water-permeable brick for stopping pad and laying method - Google Patents
Fast water-permeable brick for stopping pad and laying method Download PDFInfo
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- CN101403209B CN101403209B CN200810217276XA CN200810217276A CN101403209B CN 101403209 B CN101403209 B CN 101403209B CN 200810217276X A CN200810217276X A CN 200810217276XA CN 200810217276 A CN200810217276 A CN 200810217276A CN 101403209 B CN101403209 B CN 101403209B
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Abstract
The invention discloses a rapid permeable brick used for a parking lot, and a laying method, belonging to the technical field of construction. The rapid permeable brick comprises a permeable brick body, and a permeable through hole is arranged in the middle of the permeable brick body. The rapid permeable brick is characterized in that convex edges are arranged at the lower part of the surrounding of the permeable brick body; shallow grooves are arranged in the middle of the convex edges; and four corners of the edges of the permeable brick body are chamfers with 45 degrees. The laying method comprises the following steps: a water storage macadam substrate is laid, the permeable bricks are tiled on the surface of the water storage macadam substrate, groove-typed seams and permeable seams formed by the shallow grooves are formed at the edge joint part of the adjacent permeable bricks; cement mortar is infused in limber holes at nodes connected with the four corners of the permeable bricks; macadam or fine stone concrete is filled in the groove-typed seams; and macadam or pebbles are filled into the permeable through hole in the middle of the permeable bricks. The rapid permeable brick used for a parking lot is low in cost and convenient in the laying method, and a large amount of rainwater can penetrate underground.
Description
Technical field:
The stopping pad that the present invention relates to a kind of fast permeable speed is with permeable brick and laying method, and it belongs to technical field of buildings, the brick that lay on particularly a kind of ground.
Background technology:
Existing stopping pad is the grass planting brick with permeable brick.Use the grass planting brick all to exist following shortcoming at stopping pad:
1) most grass planting bricks for preventing the loosening cement mortar seat slurry making that needs to adopt, in fact can not play the effect that rainwater bleeds back when laying.Need not sit the higher difficult popularization of grass planting brick cost of slurry making individually, and after having used a period of time, along with the growth on lawn, penetrating passage seals gradually, the permeability of soil variation, the rainwater of moderate rain or heavy rain forms runoff because of not infiltrating the earth rapidly.
2) in the higher parking lot of utilization rate, because automobile makes the grass of parking spot to survive to the blocking of sunlight, survival rate generally is no more than 10%.Survive this part in, its growing way is also quite withered.So use the grass planting brick in the higher parking lot of utilization rate, bleed back and beautify the environment for rainwater and do not have substantial meaning.
Summary of the invention:
The object of the present invention is to provide a kind of cheap, easy making, be difficult for loosening, as whole rainwater of heavy or torrential rain can be bled back underground fast permeable speed stopping pad with permeable brick and laying method.
The object of the present invention is achieved like this:
The permeable brick of a kind of stopping pad of fast permeable speed, it comprises permeable brick brick body, is provided with permeable through hole in the middle of the described permeable brick brick body, it is characterized in that the bottom is provided with protruding edge of table around described permeable brick brick body; The edge of table stage casing of described projection is provided with shallow grooves; Four jiaos of the edge of table of described permeable brick brick body are 45 degree corner cuts.
The permeable through hole cross section of described permeable brick brick body is rectangle or square.
The permeable through hole cross section of described permeable brick brick body is circular or oval.
Described permeable brick brick body section is square brick body or straight brick body.
A kind of laying method that is used for the stopping pad of described fast permeable speed with permeable brick is characterized in that it comprises the steps:
A: at first the retaining macadam should be laid by stopping pad basic unit, and the macadam compacting is offseted;
B: described permeable brick is tiled in the surface of retaining macadam, and it is foursquare limbers that the node of laying four angles of four adjacent permeable bricks of back has constituted the cross section; The permeable seam that the edge edge joint position of adjacent permeable brick has formed the grooved seam and has been combined into by shallow grooves;
C: the cross section to four jiaos of node places that join of described permeable brick is a cement injection mortar in the square limbers, with four angles of permeable brick bottom surface with and the macadam of below be bonded as one;
D: in described grooved seam, fill rubble or pea gravel concreten; In the permeable through hole at permeable brick middle part, fill rubble or cobble again.
In described grooved seam, lay reinforcing bar earlier, recharge pea gravel concreten.
The present invention is cheap, making is convenient and it is loosening to be difficult for; And whole rainwater of heavy or torrential rain can be bled back undergroundly, can not cause the parking lot because heavy rain or heavy rain and ponding.The present invention is specially adapted to the higher parking lot of utilization rate, can beautify the environment, reduce maintenance cost preferably.
Description of drawings:
Fig. 1 is a plane structure schematic diagram of the present invention
Fig. 2 is a perspective view of the present invention
Fig. 3 is the structural representation of the present invention after laying
Fig. 4 is the embodiment of the invention 2 plane structure schematic diagrames
Fig. 5 is the plane structure schematic diagram after the embodiment of the invention 2 is laid
The specific embodiment:
Below in conjunction with accompanying drawing 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, the present invention is further detailed:
Embodiment 1:
As shown in accompanying drawing 1, Fig. 2, Fig. 3.
In the present embodiment, the present invention includes permeable brick brick body 1, be provided with permeable through hole 4 in the middle of the described permeable brick brick body 1, the bottom is provided with the edge of table 2 of projection around described permeable brick brick body 1; Edge of table 2 stage casings of described projection are provided with shallow grooves 3; Four jiaos of the edge of table 2 of described permeable brick brick body 1 are 45 degree corner cuts 7.When spreading the present invention on the ground, the node at four angles of four adjacent permeable bricks has constituted foursquare limbers 6 like this; The permeable seam 5 that the edge edge joint position of adjacent permeable brick has formed grooved seam 8 and has been combined into by shallow grooves 3.The permeable through hole 4 of described permeable brick brick body 1 is rectangle or square.In the present embodiment, the permeable through hole 4 of described permeable brick brick body 1 is a square.Described permeable brick brick body 1 is square brick body or straight brick body.Permeable brick brick body 1 is a square in the present embodiment.
In order to realize the purpose of fast permeable speed of the present invention and infiltration, the present invention need use following method and step to lay:
A: at first the retaining crushed rock base course should be laid by stopping pad basic unit, and according to the different retaining rates of determining its retaining crushed rock base course of kind of rubble, the retaining rate is calculated by 30～40%, in the present embodiment, select simple grain footpath rubble for use, its retaining rate is calculated by 40%, and the macadam compacting is offseted;
B: described permeable brick is tiled in the surface of retaining crushed rock base course, and the node of laying four angles of four adjacent permeable bricks of back has constituted foursquare limbers 6; The permeable seam 5 that the edge edge joint position of adjacent permeable brick has formed grooved seam 8 and has been combined into by shallow grooves 3;
C: cement injection mortar in the square limbers 6 at four jiaos of node places that join of described permeable brick, with four angles of permeable brick bottom surface with and the macadam of below be bonded as one;
D: in described grooved seam 8, fill rubble or pea gravel concreten; In the permeable through hole 4 at permeable brick middle part, fill rubble again.In the present embodiment, select to fill rubble or cobble.
Described permeable brick brick body 1 is a concrete for making, and described concrete crushing strength is not less than 25MPa.
Operating principle of the present invention is as follows:
Its four angles because described permeable brick only bonds when laying can not resemble common permeable brick and sit slurry and block penetrating passage laying.And permeable brick middle part be provided with a permeable through hole that fills up rubble again, rainwater can flow directly into the rubble aquifer and stores in macadam along this permeable through hole, then slowly in depth down.As long as the thickness of macadam is reasonable, just can store whole rainwater of short-time storm.Usually the retaining rate of macadam can be calculated by 40%.
For the not high parking lot of utilization rate, the square through-hole cement injection mortar at the node place that can join to four jiaos of permeable brick, filling planting soil in grooved seam and rectangular through-hole then, at this moment this permeable brick just can be used as a kind of good grass planting brick use.
Embodiment 2:
As shown in accompanying drawing 4 and Fig. 5.The permeable through hole 9 of permeable brick brick body 1 of the present invention also can be made becomes circle or ellipse.In the present embodiment, permeable through hole 9 is designed to circle.
During laying, in described grooved seam, lay reinforcing bar earlier, recharge pea gravel concreten.The compressive strength of the pea gravel concreten that adopts during laying should be not less than 20MPa, and the reinforcing bar that is adopted is preferably 5～8mm cold-drawn Ribbed Bar.
Identical among other structure divisions in the present embodiment and laying method and the embodiment 1.
Claims (6)
1. the permeable brick of the stopping pad of a fast permeable speed, it comprises permeable brick brick body (1), is provided with permeable through hole in the middle of the described permeable brick brick body (1), it is characterized in that around described permeable brick brick body (1) bottom is provided with the edge of table (2) of projection; The edge of table of described projection (2) stage casing is provided with shallow grooves (3); Four jiaos of the edge of table (2) of described permeable brick brick body (1) are 45 degree corner cuts (7).
2. the permeable brick of the stopping pad of the fast permeable speed described in claim 1 is characterized in that the permeable through hole cross section of described permeable brick brick body (1) is rectangle or square.
3. the permeable brick of the stopping pad of the fast permeable speed described in claim 1 is characterized in that the permeable through hole cross section of described permeable brick brick body (1) is circle or oval.
4. the permeable brick of stopping pad of the fast permeable speed described in claim 1 or 2 or 3 is characterized in that described permeable brick brick body (1) cross section is square brick body or straight brick body.
5. a laying method that is used for the stopping pad of the fast permeable speed described in the claim 1 with permeable brick is characterized in that it comprises the steps:
A: at first the retaining macadam should be laid by stopping pad basic unit, and the macadam compacting is offseted;
B: described permeable brick is tiled in the surface of retaining macadam, and it is foursquare limbers (6) that the node of laying four angles of four adjacent permeable bricks of back has constituted the cross section; The permeable seam (5) that the edge edge joint position of adjacent permeable brick has formed grooved seam (8) and has been combined into by shallow grooves (3);
C: the cross section to four jiaos of node places that join of described permeable brick is a cement injection mortar in the square limbers (6), with four angles of permeable brick bottom surface with and the macadam of below be bonded as one;
D: in described grooved seam (8), fill rubble or pea gravel concreten; In the permeable through hole at permeable brick middle part, fill rubble or cobble again.
6. the stopping pad of the fast permeable speed described in claim 5 is characterized in that laying reinforcing bar earlier in described grooved seam with the laying method of permeable brick, recharges pea gravel concreten.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810217276XA CN101403209B (en) | 2008-11-05 | 2008-11-05 | Fast water-permeable brick for stopping pad and laying method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810217276XA CN101403209B (en) | 2008-11-05 | 2008-11-05 | Fast water-permeable brick for stopping pad and laying method |
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| Publication Number | Publication Date |
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| CN101403209A CN101403209A (en) | 2009-04-08 |
| CN101403209B true CN101403209B (en) | 2011-08-10 |
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| CN200810217276XA Active CN101403209B (en) | 2008-11-05 | 2008-11-05 | Fast water-permeable brick for stopping pad and laying method |
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Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102182131B (en) * | 2011-04-02 | 2012-10-31 | 于曙银 | Water permeable paving plate and construction method thereof |
| CN105507104A (en) * | 2016-01-04 | 2016-04-20 | 上海市政工程设计研究总院（集团）有限公司 | Novel water-permeable sidewalk pavement |
| CN106638198A (en) * | 2017-01-18 | 2017-05-10 | 中泰国际高新技术有限公司 | Framework assembling type prefabricated road roadbed |
| CN107012757A (en) * | 2017-05-25 | 2017-08-04 | 安徽梅兰园林景观工程有限公司 | A kind of pavement brick for garden |
| CN107447624B (en) * | 2017-09-19 | 2023-11-14 | 成都多普力电子科技有限公司 | Novel anti-skid water-absorbing floor tile |
| CN109024130A (en) * | 2018-08-30 | 2018-12-18 | 泰山学院 | A kind of floor tile and laying method |
| CN110485232A (en) * | 2019-08-30 | 2019-11-22 | 上海市政工程设计研究总院（集团）有限公司 | A kind of three-dimensional interlocking fabricated permeable sub-surface |
| CN111519487A (en) * | 2020-03-18 | 2020-08-11 | 福建四方如钢市政工程有限公司 | Composite water permeable brick plate with surface layer prefabricated firstly and preparation method thereof |
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| CN101403209A (en) | 2009-04-08 |
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Owner name: SHENZHEN INSTITUTE OF BUILDING RESEARCH CO., LTD. Free format text: FORMER NAME: SHENZHEN BUILDING SCIENCE RESEARCH INSTITUTE CO., LTD. |
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Address after: Three road 518049 Guangdong city of Shenzhen province Futian District, Mei Ao No. 29 Patentee after: Shenzhen Institute of Building Research Co., Ltd. Address before: Five building, building 8, Zhenhua Road, Shenzhen, Guangdong, Futian District 518031, China Patentee before: Shenzhen Building Science Research Institute Co., Ltd. |