CN201080590Y - Water seepage floor tile - Google Patents

Water seepage floor tile Download PDF

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Publication number
CN201080590Y
CN201080590Y CNU2007200260517U CN200720026051U CN201080590Y CN 201080590 Y CN201080590 Y CN 201080590Y CN U2007200260517 U CNU2007200260517 U CN U2007200260517U CN 200720026051 U CN200720026051 U CN 200720026051U CN 201080590 Y CN201080590 Y CN 201080590Y
Authority
CN
China
Prior art keywords
brick
infiltration
groove
floor tile
duct
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNU2007200260517U
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Chinese (zh)
Inventor
张成禄
翟冰
张建
宋子南
李超
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shandong University
Original Assignee
Shandong University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shandong University filed Critical Shandong University
Priority to CNU2007200260517U priority Critical patent/CN201080590Y/en
Application granted granted Critical
Publication of CN201080590Y publication Critical patent/CN201080590Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a novel water-seeping floor brick, which is composed by a brick body, a seeping channel and grooves, wherein, the upper surface and the lower surface of the brick body are threaded through by the seeping channel; the grooves are arranged on the lower surface. The utility model has the advantages of good seeping effect, strong pressure resistance, low cost and wide applicability.

Description

Novel infiltration floor tile
Technical field
The utility model relates to a kind of novel drainage, specifically a kind of novel infiltration floor tile.
Background technology
The quickening of the urbanization construction area that causes hardening rolls up, and the then corresponding a large amount of minimizings of rainwater infiltration area cause part city ponding in rainy season to cause disaster; Owing to reasons such as phreatic excess exploitation cause groundwater table sharply to descend, form the serious urban groundwater hopper zone of large tracts of land on the other hand.How on the existence conditions basis, to make full use of rainwater, become and be related to an important engineering that solves the water scarcity problem and improve the ability of controlling flood and draining flooded fields in city rainy season.Adopt rain penetration facilities such as infiltration ground at present, it is underground to allow rainwater recharge, and replenishes the self-restraint groundwater resources, is a kind of indirect rainwater utilization technology, alleviates multiple benefits such as pouring in down a chimney of surface settlement, minimizing waterlogging and seawater in addition more.But traditional infiltration ground often exists permeability, crushing resistance is relatively poor, and is laterally waterproof, problems such as easy obstruction.
Summary of the invention
The utility model provides the novel infiltration floor tile that a kind of osmotic effect is good, crushing resistance strong, can be laterally permeable at the deficiencies in the prior art.
The utility model is to adopt following technical scheme to realize:
A kind of novel infiltration floor tile, brick body are provided with infiltration duct and groove, and the last brick face and the following brick face of brick body run through in the infiltration duct, and groove is arranged at down the brick face.
Described infiltration duct is cylindrical.
Described groove is half-cylindrical.
Described groove comprises transverse concave groove and longitudinal fluting, and transverse concave groove and longitudinal fluting communicate with one another.
The utility model beneficial effect is as follows:
1, the infiltration duct of novel infiltration floor tile can effectively increase the following infiltration rate degree of rainwater, and for phreatic self-restraint, the water drainage in low-lying area, city has remarkable result.
2, the groove of novel infiltration floor tile can effectively increase the rainwater throughput, and for draining, particularly the city water drainage has significant effect, has kept stronger crushing resistance simultaneously again.
3, the more traditional seepage brick economical with materials of novel infiltration floor tile, and can adopt multiple material manufacturings such as grain slag, haydite, cost is low, and is applied widely.
Description of drawings
Fig. 1 (a) is a structural representation of the present utility model.
Fig. 1 (b) is a structural representation of the present utility model.
Fig. 2 is the schematic diagram that the utility model is applied to the road surface.
Fig. 3 is the schematic diagram that the utility model is applied to the river course.
Wherein: 1, brick body, 2, the infiltration duct, 3, groove, 4, permeable layer, 5, soil horizon, 6, the brick layer.
The specific embodiment
Embodiment 1
Present embodiment is applied to urban road in conjunction with Fig. 1 (a) and Fig. 2 to the utility model, mainly is road surfaces such as gardens, sidewalk.Be described further, consider that the city has relatively high expectations to the resistance to pressure of brick, lower to drainage requirement, take the higher brick type of resistance to compression.
A kind of novel infiltration floor tile, brick body 1 is provided with infiltration duct 2 and groove 3, the upper and lower brick face of brick body 1 is run through in infiltration duct 2, groove 3 is arranged at down the brick face, infiltration duct 2 is cylindrical, groove 3 is half-cylindrical, and described groove 3 comprises transverse concave groove and longitudinal fluting, and transverse concave groove and longitudinal fluting communicate with one another.
Novel infiltration floor tile is wanted parallel laid, communicate with the groove of the following brick face that keeps facing mutually the brick body, the brick layer should lay for 6 times water permeability preferably material such as gravel as permeable layer 4.Rainwater can infiltrate permeable layer 4 by the infiltration duct 2 of this brick fast, finally infiltrates soil horizon 5, can effectively prevent surface gathered water, and reach the filtration, purification rainwater, guarantees underground water safety and conserves phreatic purpose.
All can fill gravel between brick with in the infiltration duct, to strengthen the permeability of road surface to rainwater.The gravel particle diameter is generally 3~4cm, and it is prominent that smooth surface does not have point, so that walking; Also can fill a little fine sand between gravel, lawn on the kind reaches greening and effect attractive in appearance.
Embodiment 2
Present embodiment is applied to the surface, river course in conjunction with Fig. 1 (b) and Fig. 3 to the utility model, is described further, and considers that the river course is less demanding to the resistance to pressure of brick, and is higher to drainage requirement, takes draining brick type preferably.
A kind of novel infiltration floor tile, brick body 1 is provided with infiltration duct 2 and groove 3, the last brick face and the following brick face of brick body 1 run through in infiltration duct 2, groove 3 is arranged at down the brick face, infiltration duct 2 is cylindrical, groove 3 is half-cylindrical, and described groove 3 comprises transverse concave groove and longitudinal fluting, and transverse concave groove and longitudinal fluting communicate with one another.
Present embodiment generally adopts individual layer to lay, and the about 4~5cm of brick underlay river sand is thick in unit, as permeable layer 4, can effectively prevent the obstruction of silt to groove 3, and drainage effect is better.
The more water yield and pressure will be shared than the sclerosis river course in the river course of this mode making, between brick and infiltration can plant some water plants in the duct, not dehydration body self-purification capacity again when making the river course firm.
The utility model can be made corresponding change to the requirement of draining to groove and infiltration duct according to concrete applied environment, as accelerates, and changes shape, is suitable for novel protection domain but all fall into this.

Claims (4)

1. a novel infiltration floor tile is characterized in that, the brick body is provided with infiltration duct and groove, and the last brick face and the following brick face of brick body run through in the infiltration duct, and groove is arranged at down the brick face.
2. novel infiltration floor tile as claimed in claim 1 is characterized in that described infiltration duct is cylindrical.
3. novel infiltration floor tile as claimed in claim 1 is characterized in that, described groove is half-cylindrical.
4. novel infiltration floor tile as claimed in claim 1 is characterized in that described groove comprises transverse concave groove and longitudinal fluting, and transverse concave groove and longitudinal fluting communicate with one another.
CNU2007200260517U 2007-08-24 2007-08-24 Water seepage floor tile Expired - Fee Related CN201080590Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007200260517U CN201080590Y (en) 2007-08-24 2007-08-24 Water seepage floor tile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007200260517U CN201080590Y (en) 2007-08-24 2007-08-24 Water seepage floor tile

Publications (1)

Publication Number Publication Date
CN201080590Y true CN201080590Y (en) 2008-07-02

Family

ID=39614265

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007200260517U Expired - Fee Related CN201080590Y (en) 2007-08-24 2007-08-24 Water seepage floor tile

Country Status (1)

Country Link
CN (1) CN201080590Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103132423A (en) * 2011-11-24 2013-06-05 北京仁创科技集团有限公司 Water permeable brick
CN104032649A (en) * 2014-05-23 2014-09-10 无锡市崇安区科技创业服务中心 Greening brick
CN105442405A (en) * 2015-12-26 2016-03-30 江阴市人人达科技有限公司 Anti-shrinkage sponge floor tile
CN105442406A (en) * 2015-12-26 2016-03-30 江阴市人人达科技有限公司 High-water penetration high-water storage sponge floor tile
CN106087632A (en) * 2016-07-04 2016-11-09 山东科技大学 A kind of laying brick having both row's water storage function based on sponge urban construction

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103132423A (en) * 2011-11-24 2013-06-05 北京仁创科技集团有限公司 Water permeable brick
CN104032649A (en) * 2014-05-23 2014-09-10 无锡市崇安区科技创业服务中心 Greening brick
CN105442405A (en) * 2015-12-26 2016-03-30 江阴市人人达科技有限公司 Anti-shrinkage sponge floor tile
CN105442406A (en) * 2015-12-26 2016-03-30 江阴市人人达科技有限公司 High-water penetration high-water storage sponge floor tile
CN106087632A (en) * 2016-07-04 2016-11-09 山东科技大学 A kind of laying brick having both row's water storage function based on sponge urban construction
CN106087632B (en) * 2016-07-04 2018-05-29 山东科技大学 A kind of laying brick for having both row's water storage function based on sponge urban construction

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GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20080702

Termination date: 20110824

C17 Cessation of patent right