CN207143630U - A kind of permeable, anti-settling pavement bricks - Google Patents
A kind of permeable, anti-settling pavement bricks Download PDFInfo
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- CN207143630U CN207143630U CN201720952664.7U CN201720952664U CN207143630U CN 207143630 U CN207143630 U CN 207143630U CN 201720952664 U CN201720952664 U CN 201720952664U CN 207143630 U CN207143630 U CN 207143630U
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- permeable
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- pavement bricks
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Abstract
A kind of permeable, anti-settling pavement bricks, including brick body are the utility model is related to, the brick body includes basic unit and the permeable formation being arranged in basic unit, multiple curved channels through its length are provided with the basic unit.Brick body includes basic unit and permeable formation, and curved channel is provided with permeable formation, and overall pavement is laid to using the brick body after this improvement, after sleety weather is run into, the ponding of earth's surface is flowed at curved channel, then flowed away along curved channel from the downward seepage of permeable formation；Avoid that because ponding excessively causes brick body saturation downward seepage flow can not be continued, so as to cause ponding to be saved bit by bit on the ground.
Description
Technical field
Building materials field is the utility model is related to, more particularly to a kind of permeable, anti-settling pavement bricks.
Background technology
At present in public open spaces such as urban construction pavement, squares, to solve rainy day excess surface water or draining not
The problems such as smooth, earth material of the generally use water-permeable brick as these open spaces.When raining, the rain penetration on outdoor ground
Enter water-permeable brick.
As notification number for " CN202416108U " Chinese patent disclosed in a kind of novel water permeable brick, in above-mentioned patent institute
In disclosed structure, mainly including permeable filtering top layer and porous base course, permeable filtering top layer is fixed on porous base course and two
Person's shape is approximately the same；When surface gathered water amount is smaller, ponding can be penetrated into water-permeable brick, but this part ponding is still heap
Product continues infiltration, rather than discharge downwards in water-permeable brick；So when surface gathered water amount is more, then can not continue to ooze downwards
Thoroughly, so as to causing excess surface water.
Utility model content
The purpose of this utility model is to provide a kind of permeable, anti-settling pavement bricks, when with preferable water penetration, also
With preferable bearing capacity.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of permeable, anti-settling
Pavement bricks, including brick body, the brick body include basic unit and the permeable formation being arranged in basic unit, are provided with the basic unit
Multiple curved channels through its length.
By using above-mentioned technical proposal, brick body includes basic unit and permeable formation, and is provided with arc on permeable formation and leads to
Road, overall pavement is laid to using the brick body after this improvement, after sleety weather is run into, the ponding of earth's surface is from permeable formation
Downward seepage, is flowed at curved channel, then is flowed away along curved channel；Avoid because ponding excessively causes brick body saturation and nothing
Method continues downward seepage flow, so as to cause ponding to be saved bit by bit on the ground.
Preferably, the curved pipe mutually agreed with curved channel shape is provided with the curved channel, the curved pipe
Multiple first through hole through its thickness are provided with the face being bonded with curved channel.
By using above-mentioned technical proposal, curved pipe is sticked on curved channel surface, and first through hole is provided with,
During the downward seepage flow of the permeable permeable formation of ponding, flow into curved pipe through first through hole, flowed away afterwards from curved pipe；
Curved pipe can be used for enhancing structure intensity, strengthen the bearing capacity of brick body.
Preferably, the basic unit is formed by 2-10mm rock laying.
By using above-mentioned technical proposal, a length of 2-10mm in footpath rock has preferable structural strength, secondly this kind of big
Small rock, which lays the basic unit to be formed, has a more larger gap, and seepage of water is good.
Preferably, the permeable formation includes main permeable formation, the 0.05- formed by 0.85-0.2mm stone laying
0.85mm gravel is laid on the slow infiltration layer of main permeable formation upper surface.
By using above-mentioned technical proposal, the material that slow infiltration layer uses is laid for 0.05-0.85mm gravel, main permeable formation
It is to be paved into by 0.85-0.2mm stone；The seepage of water of main permeable formation is higher than the seepage of water of slow infiltration layer, and slow infiltration layer is laid on master and oozed
The top of permeable layers, can not be bad so as to which permeable formation be steeped to avoid ponding from being deposited in permeable formation.
Preferably, the elastic layer formed by ethylene propylene diene rubber laying is provided with the permeable formation.
By using above-mentioned technical proposal, ethylene propylene diene rubber is a kind of stable rubber of property, is laid on infiltration
When on layer, available for increase pavement surface elasticity, avoid when child old man walk pavement fall down accidentally, because pavement is really up to the mark
So as to tumble injury.
Preferably, it is provided with color layer on the elastic layer.
By using above-mentioned technical proposal, according to the color layer for being actually needed the setting different colours on elastic layer, increasing
Add also can be divided into pavement in different regions while aesthetic property using color layer.
Preferably, reinforcing bar is provided between the basic unit and permeable formation consolidates layer.
By using above-mentioned technical proposal, the reinforcing bar being arranged between basic unit and permeable formation consolidates layer and can be used for enhancing people's row
The structural strength and bearing capacity in road.
Include being located in the intrinsic reinforcing bar of brick, the end protrusion brick of the reinforcing bar preferably, the reinforcing bar consolidates layer
Body is set, and the spliced eye that can coordinate with reinforcing bar is provided with the adjacent brick body.
By using above-mentioned technical proposal, in process of deployment, the reinforcing bar that will protrude above brick body is plugged to phase on pavement
In spliced eye on adjacent brick body, so as to complete the laying on pavement；Secondly ground collapse is caused when subterranean stream flowing water position is higher
When, this pavement being mutually spliced to form will not collapse downwards simultaneously with ground, strengthen the security on pavement.
In summary, the utility model has the advantages that：
1. brick body is mainly made up of basic unit and permeable formation, and sets multiple arcs passage in basic unit, ponding is by oozing
Permeable layers seepage flow enters on curved channel, and is flowed away along curved channel, and avoiding ponding from being deposited in brick body can not flow away；
2. being pasted with curved pipe in curved channel, the structural strength of brick body and the bearing capacity of brick body can be strengthened；
3. the reinforcing bar being arranged between basic unit and permeable formation consolidates the pressure-bearing energy that layer can further enhance the pavement of laying
Power.
Brief description of the drawings
Fig. 1 is the isometric side schematic diagram of overall structure in embodiment 1；
Fig. 2 is overall structure sectional view in embodiment 1；
Fig. 3 is overall structure diagram in embodiment 2.
In figure, 1, brick body；11st, basic unit；12nd, permeable formation；121st, main permeable formation；122nd, infiltration layer is delayed；13rd, curved channel；
14th, curved pipe；15th, first through hole；161st, reinforcing bar；162nd, spliced eye；17th, elastic layer；18th, color layer.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Embodiment 1：A kind of permeable, anti-settling pavement bricks, as depicted in figs. 1 and 2, including brick body 1, brick body 1 wrap
Basic unit 11 and permeable formation 12 are included, permeable formation 12 includes main permeable formation 121 and the slow infiltration layer 122 being arranged on main permeable formation 121.
As depicted in figs. 1 and 2, multiple arcs passage 13 is offered in basic unit 11, curved channel 13 runs through the thickness of brick body 1
Degree is set, and is sticked on each surface of curved channel 13 and has curved pipe 14, and curved pipe 14 can be made up of hard PVC, and in arc
Multiple first through hole 15 through its thickness are provided with the face that shape pipe 14 contacts with curved channel 13.
As shown in Fig. 2 basic unit 11 is to suppress to form after being tiled by a length of 2-10mm in footpath rock；Main permeable formation 121 be by
The stone laying that path length is about 0.85-0.2mm forms；Slow infiltration layer 122 is pressed after being laid by a length of 0.05-0.85mm in footpath gravel
System forms；Set gradually elasticity layer 17 and color layer 18 on slow infiltration layer 122, wherein elastic layer 17 be by ethylene propylene diene rubber with
Lay and form after adhesive mixing, wherein adhesive can use water soluble acrylic acid.Color layer 18 can be as needed using colour
Ethylene propylene diene rubber laying forms.
Application method：Polylith brick body 1 is close to successively, and bonding is fixed in the seam crossing of adjacent bricks body 1, from
And it is laid to complete pavement.When there is ponding rainy day or ground, the downward seepage flow of ponding, flowed at first through hole 15 into arc
In pipe 14, flowed away afterwards along curved pipe 14.The color that user can coat different colours on pavement according to being actually needed
Layer 18, and the elastic layer 17 laid can avoid children old man etc. because falling and tumble injury accidentally.
Embodiment 2：Embodiment 2 and the structure in embodiment 1 are essentially identical, a kind of permeable, anti-settling pavement bricks, such as scheme
Shown in 3, reinforcing bar being provided between basic unit 11 and permeable formation 12 and consolidates layer, reinforcing bar, which consolidates layer, includes horizontal and vertical reinforcing bar 161,
Reinforcing bar 161 is fixed between basic unit 11 and permeable formation 12, and the both ends of reinforcing bar 161 are protruded brick body 1 and set, adjacent brick sheet
The spliced eye 162 that can coordinate with reinforcing bar 161 is provided with body 1.
Application method：The application method of the application method of embodiment 2 and embodiment 1 is essentially identical, but in this embodiment
In, can by it is this it is permeable, anti-settling pavement bricks are well prepared in advance, be transported to place to be laid afterwards；In process of deployment
In, by spliced eye 162 that reinforcing bar 161 is plugged on adjacent pavement bricks so as to which two pieces be turned to be spliced into an entirety, afterwards
Carry out viscous glutinous with adhesive in seam crossing or filled using concrete etc..
Claims (8)
1. a kind of permeable, anti-settling pavement bricks, including brick body（1）, it is characterised in that：The brick body（1）Including basic unit
（11）Be arranged on basic unit（11）On permeable formation（12）, the basic unit（11）On be provided with multiple arcs through its length and lead to
Road（13）.
2. one kind according to claim 1 is permeable, anti-settling pavement bricks, it is characterised in that：The curved channel（13）
On be provided with and curved channel（13）The curved pipe that shape is mutually agreed with（14）, the curved pipe（14）With curved channel（13）Fitting
Face on be provided with multiple first through hole through its thickness（15）.
3. one kind according to claim 2 is permeable, anti-settling pavement bricks, it is characterised in that：The basic unit（11）Be by
2-10mm rock laying forms.
4. one kind according to claim 3 is permeable, anti-settling pavement bricks, it is characterised in that：The permeable formation（12）Bag
Include the main permeable formation formed by 0.85-0.2mm stone laying（121）, 0.05-0.85mm gravel be laid on main permeable formation
（121）The slow infiltration layer of upper surface（122）.
5. one kind according to claim 4 is permeable, anti-settling pavement bricks, it is characterised in that：The permeable formation（12）On
It is provided with the elastic layer formed by ethylene propylene diene rubber laying（17）.
6. one kind according to claim 5 is permeable, anti-settling pavement bricks, it is characterised in that：The elastic layer（17）On
It is provided with color layer（18）.
7. one kind according to claim 1 is permeable, anti-settling pavement bricks, it is characterised in that：The basic unit（11）With ooze
Permeable layers（12）Between be provided with reinforcing bar consolidate layer.
8. one kind according to claim 7 is permeable, anti-settling pavement bricks, it is characterised in that：The reinforcing bar consolidates layer bag
Include and be located in brick body（1）Interior reinforcing bar（161）, the reinforcing bar（161）End protrusion brick body（1）Set, it is adjacent described
Brick body（1）On be provided with can and reinforcing bar（161）The spliced eye of cooperation（162）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720952664.7U CN207143630U (en) | 2017-08-02 | 2017-08-02 | A kind of permeable, anti-settling pavement bricks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720952664.7U CN207143630U (en) | 2017-08-02 | 2017-08-02 | A kind of permeable, anti-settling pavement bricks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207143630U true CN207143630U (en) | 2018-03-27 |
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ID=61674057
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720952664.7U Active CN207143630U (en) | 2017-08-02 | 2017-08-02 | A kind of permeable, anti-settling pavement bricks |
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| CN (1) | CN207143630U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024149A (en) * | 2018-09-20 | 2018-12-18 | 连云港东浦建筑工业化发展有限公司 | It is a kind of from saturating brick |
-
2017
- 2017-08-02 CN CN201720952664.7U patent/CN207143630U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024149A (en) * | 2018-09-20 | 2018-12-18 | 连云港东浦建筑工业化发展有限公司 | It is a kind of from saturating brick |
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