CN207552849U - A kind of hydrophobic concrete block of road - Google Patents
A kind of hydrophobic concrete block of road Download PDFInfo
- Publication number
- CN207552849U CN207552849U CN201721262760.5U CN201721262760U CN207552849U CN 207552849 U CN207552849 U CN 207552849U CN 201721262760 U CN201721262760 U CN 201721262760U CN 207552849 U CN207552849 U CN 207552849U
- Authority
- CN
- China
- Prior art keywords
- hydrophobic
- concrete block
- permeable
- road
- reinforcement cage
- 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
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The utility model discloses a kind of hydrophobic concrete blocks of road, including concrete block body, the concrete block body is provided with inclined hydrophobic structure by side to opposite side, the hydrophobic structure includes the steel reinforcement cage being inclined to set and pours in steel reinforcement cage and by slanted upper end permeable resin layer, sandstone hydrophobic layer and the permeable backplane level that extremely inclination lower end is sequentially distributed of steel reinforcement cage, the utility model is rational in infrastructure, mainly have the advantages that water conservancy diversion is hydrophobic, when building in road on both sides of the road when, the ponding of vegetation region can be drained, perfect urban water conservancy work.
Description
Technical field
The utility model is related to building material field, more particularly to a kind of hydrophobic concrete block of road.
Background technology
Concrete block is a kind of concrete mix, is made by rubble or cobble for coarse aggregate, is chiefly used in high building
Wall and the load bearing wall of bottom building are filled, in addition for example a kind of air-entrained concrete building block, when being used as filling wall using it, due to it
Weight just corresponds to the 1/4-1/3 of clay brick and Dinas brickes, therefore destructive power during earthquake is small, substantially increases the anti-of building
Shake ability.
It is previously mentioned in the utility model that existing concrete block is for example CN2258891U in notification number, this application patent discloses
A kind of thermal insulation fine ballast concrete wall block, structural feature are that cavity is provided in fine-stone concrete block, have heat preservation in cavity
Heat-barrier material, the concrete wall block insulation thermal insulation is good, in terms of being mainly used in farmland protection.
Urban road both sides vegetation region or the vegetation region of Urban Parks, for producing the low-lying district of recess, in precipitation
Measure it is larger in the case of, usually will appear seeping phenomenon or even can also generate ponding situation in the relatively low lawn of some topographies, though
Right water accumulating volume is few, if but accidentally walking in lawn water accumulation part and still be easy to causeing the situation for drenching shoes.
Utility model content
The purpose of this utility model is to provide a kind of hydrophobic concrete block of road, has the advantages that water conservancy diversion is hydrophobic, when building is in road
When on both sides of the road, the ponding of vegetation region can be drained, perfect urban water conservancy work.
The above-mentioned technical purpose of the utility model technical scheme is that：
A kind of hydrophobic concrete block of road, including concrete block body, which is characterized in that the concrete block body is set by side to opposite side
Inclined hydrophobic structure is equipped with, the hydrophobic structure includes the steel reinforcement cage being inclined to set and pours in steel reinforcement cage and by steel
Permeable resin layer, sandstone hydrophobic layer and the permeable backplane level that the slanted upper end of muscle cage is sequentially distributed to inclination lower end.
By using above-mentioned technical proposal, concrete block is built in road on both sides of the road, and causes the slanted upper end of hydrophobic structure
Close to vegetation region, lower end is tilted in the middle part of road, and so when vegetation region has ponding, ponding can pass sequentially through permeable tree
Lipid layer, sandstone hydrophobic layer and permeable backplane level, when the inclination lower end of hydrophobic structure is located at drainage channel, then when ponding is dredged
Water-bound water conservancy diversion can be discharged into drainage channel after going out.
Preferably, the inclined lower part of the steel reinforcement cage is provided with socket part, and the socket part is equipped with fastener, described tight
Firmware, which wears permeable backplane level and wears end, is threaded with nut.
By using above-mentioned technical proposal, socket part carrying bolt, then by the fixed permeable backplane level of bolt installation, use
This kind of mode has the advantages that easy for installation.
Preferably, the permeable backplane level is the galvanized steel plain sheet for offering several permeable holes.
By using above-mentioned technical proposal, permeable hole is used for water conservancy diversion water, and on the one hand galvanized steel plain sheet has certain structure
Intensity can support remaining hydrophobic structure；Another aspect galvanized steel plain sheet has higher Corrosion Protection, therefore is led for a long time
It is also difficult to be corroded in fluvial processes, in addition, it also is able to disassemble from steel reinforcement cage, reaches the available purpose of recycling.
Preferably, the sandstone hydrophobic layer includes coarse sand rock layers and fine sand rock layers.
By using above-mentioned technical proposal, coarse sand rock layers have fast guiding water relative to permeable resin layer, improve water guide
Efficiency, and fine sand rock layers are mainly for evacuation flowing water so that water is distributed in fine sand rock layers, then so that permeable backplane level is each
Osculum plays a role in the drainage.
Preferably, the permeable resin layer is quartz sand resin pervious bed.
By using above-mentioned technical proposal, the water permeability of quartz sand resin pervious bed is strong, can be in certain period of time
The interior ponding by lawn mountain is drained into the lower part of concrete block.
Preferably, the grain size of the coarse sand rock layers medium coarse sand stone is 16mm-25mm.
By using above-mentioned technical proposal, the grain size of grit is 16mm-25mm, and seepage of water is permeable higher than quartz sand resin
The seepage of water of layer, therefore further improve the drainage of concrete block.
Preferably, the grain size of the fine sand rock layers medium-fine sand stone is 5mm-16mm.
By using above-mentioned technical proposal, grail is used cooperatively with grit so that and concrete block has certain permeability rate,
And grail can avoid lower part impurity from penetrating into the permeable effect of influence in concrete block from bottom to top.
Preferably, the concrete block body is equipped with two hydrophobic structures in the vertical direction.
By using above-mentioned technical proposal, increase the quantity of hydrophobic structure, two hydrophobic structures work at the same time, can be quick
Drain ponding.
In conclusion compared with prior art, the utility model has the following effects that：1st, it is tilted and dredged by two of setting
Water-bound can achieve the purpose that ponding being discharged to sewer pipe downwards.
Description of the drawings
Fig. 1 is the structure diagram of embodiment；
Fig. 2 is used to show steel reinforcement cage and permeable backplane level connection diagram for embodiment；
Fig. 3 is the I portions enlarged drawing of Fig. 1；
Fig. 4 is the schematic diagram that embodiment is used to show permeable resin layer, sandstone hydrophobic layer and permeable backplane level.
Reference numeral：1st, concrete block body；2nd, steel reinforcement cage；3rd, permeable resin layer；4th, coarse sand rock layers；5th, fine sand rock layers；6th, thoroughly
Water backplane level；7th, socket part；8th, fastener；9th, nut.
Specific embodiment
As described below is only the preferred embodiment of the utility model, and protection domain is not limited merely to the embodiment, all
The technical solution belonged under the utility model thinking should belong to the scope of protection of the utility model.Simultaneously it should be pointed out that for
For those skilled in the art, several improvements and modifications under the premise of the utility model principle is not departed from, this
A little improvements and modifications also should be regarded as the scope of protection of the utility model.
Referring to Fig. 1, including concrete block body 1, hydrophobic structure is provided in concrete block body 1 for a kind of hydrophobic concrete block of road, is dredged
Water-bound is provided with two along 1 thickness direction of concrete block body, and two hydrophobic structures are inclined to set.In addition, hydrophobic structure
Opposite side is extended to by the side of concrete block body 1, hydrophobic structure from top to bottom includes permeable resin layer 3, sandstone hydrophobic layer successively
With permeable backplane level 6（Referring to Fig. 4）.
Referring to Fig. 2 and 3, steel reinforcement cage 2 is embedded with when pouring concrete block body 1 first, is then impaled using template, tentatively poured
Template is disassembled after having built concrete block body 1, horizontal socket part 7 is welded in the lower end of steel reinforcement cage 2, then using fastening
Part 8 wears socket part 7, and fastener 8 wears one end of socket part 7 and is then passed through one block of galvanized steel for offering several osculums
Plate, galvanized steel plain sheet are more than the cross-sectional sizes of steel reinforcement cage 2, and galvanized steel plain sheet contradicts the side of concrete block body 1, and then fastener 8 uses
Nut 9 is tightened, and is finally reached the purpose of fixed galvanized steel plain sheet.
Then the fine sand rock layers 5 included by sandstone hydrophobic layer are first filled in steel reinforcement cage 2, in order to avoid grail is lost in,
Gauze bag may be used to wrap up grail, be then placed in steel reinforcement cage 2, be supported by galvanized steel plain sheet, wherein carefully
The grain size of sandstone is 5mm-16mm；Then it is then covered with grit and forms coarse sand rock layers 4, the grain size of grit is 16mm-25mm；So
It is laid with permeable resin layer 3 in the top of grit again afterwards, permeable resin layer 3 uses quartz sand resin pervious bed.
Embodiment is built in the both sides of road, and the slanted upper end of hydrophobic structure is caused close to vegetation region, to tilt lower end
In the middle part of road, so set, being caused when rainfall is excessive there are during ponding in vegetation region, ponding is oozed down by this implementation
Example when, can be flowed into embodiment setting hydrophobic structure in, then pass sequentially through permeable resin layer 3, sandstone hydrophobic layer and
Permeable backplane level 6.If during concrete block is built, if the inner end of concrete block is at drainage channel, ponding is led by hydrophobic structure
It can be discharged into drainage channel after outflow.
Claims (8)
1. a kind of hydrophobic concrete block of road, including concrete block body（1）, which is characterized in that the concrete block body（1）By side to another
Side is provided with inclined hydrophobic structure, and the hydrophobic structure includes the steel reinforcement cage being inclined to set（2）And it pours in steel reinforcement cage
（2）And by steel reinforcement cage（2）Slanted upper end to tilting the permeable resin layer that is sequentially distributed of lower end（3）, sandstone hydrophobic layer and permeable
Backplane level（6）.
A kind of 2. hydrophobic concrete block of road according to claim 1, which is characterized in that the steel reinforcement cage（2）Inclined lower part
It is provided with socket part（7）, the socket part（7）It is equipped with fastener（8）, the fastener（8）Wear permeable backplane level（6）And
It wears end and is threaded with nut（9）.
A kind of 3. hydrophobic concrete block of road according to claim 2, which is characterized in that the permeable backplane level（6）To open up
There is the galvanized steel plain sheet of several permeable holes.
4. the hydrophobic concrete block of a kind of road according to claim 3, which is characterized in that the sandstone hydrophobic layer includes grit
Layer（4）With fine sand rock layers（5）.
A kind of 5. hydrophobic concrete block of road according to claim 4, which is characterized in that the permeable resin layer（3）For quartz
Sand resin pervious bed.
A kind of 6. hydrophobic concrete block of road according to claim 4, which is characterized in that the coarse sand rock layers（4）Medium coarse sand stone
Grain size be 16mm-25mm.
A kind of 7. hydrophobic concrete block of road according to claim 4, which is characterized in that the fine sand rock layers（5）Medium-fine sand stone
Grain size be 5mm-16mm.
A kind of 8. hydrophobic concrete block of road according to claim 1, which is characterized in that the concrete block body（1）In vertical side
It is equipped with two hydrophobic structures upwards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721262760.5U CN207552849U (en) | 2017-09-28 | 2017-09-28 | A kind of hydrophobic concrete block of road |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721262760.5U CN207552849U (en) | 2017-09-28 | 2017-09-28 | A kind of hydrophobic concrete block of road |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207552849U true CN207552849U (en) | 2018-06-29 |
Family
ID=62676797
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721262760.5U Expired - Fee Related CN207552849U (en) | 2017-09-28 | 2017-09-28 | A kind of hydrophobic concrete block of road |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207552849U (en) |
-
2017
- 2017-09-28 CN CN201721262760.5U patent/CN207552849U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180629 Termination date: 20180928 |
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| CF01 | Termination of patent right due to non-payment of annual fee |