CN206706481U - High-bearing capacity permeable ground structure - Google Patents
High-bearing capacity permeable ground structure Download PDFInfo
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- CN206706481U CN206706481U CN201720189632.6U CN201720189632U CN206706481U CN 206706481 U CN206706481 U CN 206706481U CN 201720189632 U CN201720189632 U CN 201720189632U CN 206706481 U CN206706481 U CN 206706481U
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- permeable
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Abstract
A kind of high-bearing capacity permeable ground structure, it belongs to sponge urban construction technology and construction material production technical field；It includes surface layer, mortar bonding layer, stress layer and the aquifer set from top to bottom；It is characterized in that described surface layer is made up of the laying of high-bearing capacity Dank floor tile；Described high-bearing capacity Dank floor tile is the brick body of rectangular parallelepiped structure, and horizontal guiding gutter is provided with the upper surface of described brick body, vertical permeable hole is provided with described guiding gutter；Positioning edge is equipped with four sides of described brick body.The utility model is using the novel simple high-bearing capacity Dank floor tile of structure, the efficiently permeable pervious surface of laying, construction is simple, can seat slurry making, be advantageous to improve construction quality, improve load supporting ability of ground.The utility model not only increases water permeable ability, also with anti-skidding and beautification road surface effect, is easily repaired after permeable hole plug, can greatly prolong the service life of pervious surface.
Description
Technical field：
A kind of high-bearing capacity permeable ground structure is the utility model is related to, it belongs to sponge urban construction technology and Building wood
Expect production technical field.
Background technology：
At present, as the popularization of sponge the idea of the city, the control of rainwater are increasingly paid attention to by people, and rainwater is bled back
It is the important ring among sponge municipal engineering, if rainwater can not permeate on the spot, rainwater convergence certainly will be formed, increase municipal rain
The burden of grid, easily causes urban waterlogging.Allow to be discharged into rivers by municipal Storm Sewer Network, also easily trigger downstream
The flood in area.When after rainy season, because underground water fails fully to be conserved, rivers water resource can be caused to reduce, again
Damage caused by a drought can easily occur.Currently, the approach that urban rainwater penetrates into underground be mostly by water-permeable brick lay pervious surface come
Realize.
Current water-permeable brick both domestic and external, connected using between the tiny hole between aggregate and brick body mostly
Gap is permeable.Because these holes, gap are closely knit easily by the covering such as dust, soil, rubbish, pervious function, therefore mesh are lost
Preceding water-permeable brick loses water permeability mostly after completion half a year to 1 year of mating formation.And due to the basis of laying water-permeable brick
Need with pervious function, its compression strength is inevitably less than the non-permeable normal concrete of same cost, causes pervious surface
It is easier to damage.
The patent of invention of application number 201110456416.0, which proposes, a kind of utilizes cheap Common Concrete Pavement brick paving
The method for building efficient pervious surface, its key technology are：" permeable locator " is got out, sets water storage broken below ground in tile work
Rock layers, common floor tile then is laid with ordinary mortar, hammered into permeable locator in the node of brickwork joint before mortar solidification, profit
Rainwater is introduced into underground with the through hole of permeable locator.
Above-mentioned pervious surface laying is more complicated, and construction difficulty of construction is big；Outward appearance of the presence of permeable locator to ground
There is certain influence, it is generally difficult to actually used.
The content of the invention：
The purpose of this utility model is to provide that a kind of paving mode is simple, is laid suitable for the pervious surface in city, can be with
Long-term effectively maintain pervious surface permeable effect and can greatly improve the bearing capacity of pervious surface high-bearing capacity it is saturating
Water earth construction and laying method.
What the purpose of this utility model was realized in：
A kind of high-bearing capacity permeable ground structure, it include set from top to bottom surface layer, mortar bonding layer, stress layer and
Aquifer；It is characterized in that described surface layer is made up of the laying of high-bearing capacity Dank floor tile；Described high-bearing capacity is dankly
Face brick is the brick body of rectangular parallelepiped structure, horizontal guiding gutter is provided with the upper surface of described brick body, in described guiding gutter
In be provided with vertical permeable hole；Positioning edge is equipped with four sides of described brick body.
Chamfering is provided between the upper surface of described brick body and four sides.
The length of described brick body is twice of height for adding positioning edge of width, i.e. length L=2a+b, wherein L are length,
A is brick body width, and b is the height of positioning edge.
Two permeable holes are provided with described guiding gutter, described permeable hole centre-to-centre spacing is i=a+b, and wherein i is permeable
Hole centre-to-centre spacing, a are brick body width, and b is the height of positioning edge.
The laying method of described high-bearing capacity permeable ground structure includes the steps；
A, aquifer is laid：Aquifer is formed in Route for pedestrians basic unit laying rubble by design requirement first, and by water storage
Layer compacting offsets；
B：The thick concrete stress layers of 40mm~80mm are laid on the aquifer that above-mentioned rubble is laid；
C：Paved mortar adhesive linkage on above-mentioned stress layer, and high-bearing capacity Dank floor tile structure is laid on mortar adhesive linkage
Into surface layer；
D：Be ready to use in bonding surface layer mortar adhesive linkage cement mortar solidification after, with impact drill along high-bearing capacity dankly
The permeable hole of face brick drills through the stress layer that pea gravel concreten below is laid, the rubble below the through stress layer of drilling depth
The aquifer of laying.
Setting reinforced mesh is provided with the stress layer that described pea gravel concreten is laid.
Described stress layer is pea gravel concreten or or mortar laying.
The thickness of described water storage is not less than 200mm.
The utility model is efficiently permeable dankly using the novel simple high-bearing capacity Dank floor tile of structure, laying
Face, construction is simple, can seat slurry making, be advantageous to improve construction quality, improve load supporting ability of ground.The utility model not only carries
High water permeable ability, also with anti-skidding and beautification road surface effect, easily repair, can be greatly prolonged dankly after permeable hole plug
The service life in face.
Brief description of the drawings：
Fig. 1 is that the structure of the utility model high-bearing capacity pervious surface forms schematic diagram
Fig. 2 is the dimensional structure diagram of the utility model high-bearing capacity Dank floor tile
Fig. 3 is the planar structure schematic diagram of the utility model high-bearing capacity Dank floor tile
Embodiment：
1, Fig. 2 and Fig. 3 below in conjunction with the accompanying drawings, the utility model is further detailed：
Basic conception of the present utility model is as follows：
The new high-bearing capacity Dank floor tile made using a kind of common concrete material, high-bearing capacity pervious surface
Guiding gutter and water-guiding hole should be set on brick, when laying the high-bearing capacity Dank floor tile, carry out in advance water storage metalling and
Pea gravel concreten stress layer, above-mentioned high-bearing capacity Dank floor tile then is laid with ordinary mortar seat slurry, after mortar solidification, edge
Water-guiding hole is drilled with impact drill on the screed and pea gravel concreten stress layer, and drilling depth is gone directly above-mentioned pea gravel concreten
Metalling below stress layer.
First, we design high-bearing capacity Dank floor tile according to design, in order to lay convenient and attractive in appearance, described Gao Cheng
Carry the brick body that power Dank floor tile is rectangular parallelepiped structure；Horizontal guiding gutter 11 is provided with the upper surface of described brick body,
The permeable hole 12 of guiding gutter is provided perpendicular in described guiding gutter 11；Positioning is equipped with four sides of described brick body
Rib 14；Chamfering 13 is provided between the upper surface of described brick body and four sides, the effect of described chamfering 13 is anti-
Sliding, attractive in appearance, anti-damage.
In order to meet laying design requirement, the length of described brick body is twice of height for adding positioning edge 14 of width, long
L=2a+b is spent, wherein L is length, and a is brick body width, and b is the height of positioning edge 14.
In order to which the water of the upper surface of brick body is effectively guided, it is provided with the upper surface of described brick body horizontal
Guiding gutter 11, two permeable holes 12 are provided with described guiding gutter 11, it is by the two permeable holes 12 that rainwater is final
It is inducted into aquifer.In order that permeable hole marshalling is attractive in appearance, described permeable hole centre-to-centre spacing is i=a+b, and wherein i is permeable
Hole centre-to-centre spacing, a are brick body width, and b is the height of positioning edge 14.The a diameter of 10mm of permeable hole described in the present embodiment
When according to it is above-mentioned designed and produced high-bearing capacity Dank floor tile after, you can carry out high-bearing capacity pervious surface paving
If described high-bearing capacity pervious surface it include the surface layer 1, mortar bonding layer 2, stress layer 3 and the water storage that set from top to bottom
Layer 4；Its laying method and step are as follows：(using laying method from bottom to top during laying)
A, aquifer is laid：Aquifer 4 is formed in Route for pedestrians basic unit laying rubble by design requirement first, and by water storage
The compacting of layer 4 offsets；The thickness of aquifer 4 is not less than 200, or by plumbing special designs teacher according to local rainfall meteorological condition
It is calculated；
B：The thick stress layers 3 of 40mm~80mm are laid on the aquifer that above-mentioned rubble is laid；
C：Paved mortar adhesive linkage 2 on above-mentioned stress layer 3, and high-bearing capacity pervious surface is laid on mortar adhesive linkage 2
Brick forms surface layer 1；Slurry laying is sat using this conventional cement mortar, to increase the fastness on ground；
D：It is permeable along high-bearing capacity with impact drill after being ready to use in the cement mortar solidification of the mortar adhesive linkage 2 of bonding surface layer
The permeable hole 12 of floor tile drills through the stress layer 3 that pea gravel concreten below is laid, and drilling depth is gone directly below stress layer 3
Rubble laying aquifer 4.
In order to further improve the intensity of stress layer, can be set in the stress layer 3 that described pea gravel concreten is laid
There is setting reinforced mesh.Stress layer 3 described in the present embodiment is pea gravel concreten or or mortar laying.
Operation principle：When rainwater falls on road surface, guiding gutter can be flowed into by being higher by the surface water of high-bearing capacity Dank floor tile
Then water-guiding hole is flowed to, then is flowed directly to through water-guiding hole in the rubble of aquifer.After a period of time has been used, if water-guiding hole
Blocked, easily can be removed silt with common rechargeable electric portable drill by silt.So can effectively it extend of the present utility model
The service life of high-bearing capacity pervious surface.
Claims (4)
1. a kind of high-bearing capacity permeable ground structure, it includes the surface layer (1), mortar bonding layer (2), stress set from top to bottom
Layer (3) and aquifer (4)；It is characterized in that described surface layer (1) is made up of the laying of high-bearing capacity Dank floor tile；Described height
Bearing capacity Dank floor tile is the brick body of rectangular parallelepiped structure, and horizontal guiding gutter is provided with the upper surface of described brick body
(11), it is provided with vertical permeable hole (12) in described guiding gutter (11)；It is equipped with four sides of described brick body
Positioning edge (14).
2. high-bearing capacity permeable ground structure as described in claim 1, it is characterised in that in the upper surface of described brick body
Chamfering (13) is provided between four sides.
3. the high-bearing capacity permeable ground structure as described in claim 1 or 2, it is characterised in that the length of described brick body is
Twice of width plus the height of positioning edge (14), i.e. length L=2a+b, wherein L are length, and a is brick body width, and b is positioning edge
(14) height.
4. the high-bearing capacity permeable ground structure as described in claim 1 or 2, it is characterised in that in described guiding gutter (11)
In be provided with two permeable holes (12), described permeable hole centre-to-centre spacing is i=a+b, and wherein i is permeable hole centre-to-centre spacing, and a is brick body
Width, b are the height of positioning edge (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720189632.6U CN206706481U (en) | 2017-02-28 | 2017-02-28 | High-bearing capacity permeable ground structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720189632.6U CN206706481U (en) | 2017-02-28 | 2017-02-28 | High-bearing capacity permeable ground structure |
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| Publication Number | Publication Date |
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| CN206706481U true CN206706481U (en) | 2017-12-05 |
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| CN201720189632.6U Active CN206706481U (en) | 2017-02-28 | 2017-02-28 | High-bearing capacity permeable ground structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106801371A (en) * | 2017-02-28 | 2017-06-06 | 深圳市建筑科学研究院股份有限公司 | High-bearing capacity permeable ground structure and laying method |
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2017
- 2017-02-28 CN CN201720189632.6U patent/CN206706481U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106801371A (en) * | 2017-02-28 | 2017-06-06 | 深圳市建筑科学研究院股份有限公司 | High-bearing capacity permeable ground structure and laying method |
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