CN207672361U - Permeable concrete ground - Google Patents
Permeable concrete ground Download PDFInfo
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- CN207672361U CN207672361U CN201721833716.5U CN201721833716U CN207672361U CN 207672361 U CN207672361 U CN 207672361U CN 201721833716 U CN201721833716 U CN 201721833716U CN 207672361 U CN207672361 U CN 207672361U
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Abstract
The utility model discloses a kind of permeable concrete grounds, including rammed earth layer, base's knead dough layer, face layer includes colorful water-permeable concrete surface layer and plain color pervious concrete layer, base includes porous base course and bed course, is laid with porous base course, bed course, plain color pervious concrete layer and colorful water-permeable concrete surface layer on rammed earth layer successively；The utility model has the beneficial effects that：The utility model enables rainwater to penetrate underground by plain color pervious concrete layer and colorful water-permeable concrete surface layer, to effective recharge of groundwater, eliminate the harm of the environmental pollutions such as the oil compounds on ground, so that road surface is conveniently recognized by colorful water-permeable concrete surface layer simultaneously, label, warning function are played to the vehicle on the way travelled.
Description
Technical field
The utility model is related to terraces, and in particular to permeable concrete ground.
Background technology
Pervious concrete is also known as celluar concrete, can also claim to drain concrete.It is directed to former city by American-European, Japan and other countries
The defect on the road surface of city's road, developing use a kind of can allow rainwater to flow into underground, effective recharge of groundwater；And can effectively it disappear
Except the harm of the environmental pollutions such as oil compounds on ground；Meanwhile being conservation of nature, maintaining ecological balance, city can be alleviated
The excellent pavement material of city's tropical island effect；It is dirty with water that it is conducive to the benign development of environment for human survival and urban rainwater management
In the work such as dye prevention, there is special significance.
Pervious concrete utilize non-fine concrete principle, with cement be main cementitious matter, proportioning efficient additive and
Mineral spike realizes the point connection of the coarse aggregate of high intensity, has 15%~20% hole in structure, ground has stronger carrying
Ability is the hard soil lanscape product for taking into account water penetration and bearing capacity.
Pervious concrete is made of the special cementing agent of pervious concrete, rubble, water；Pervious concrete cementing agent is a kind of special
It is to be equipped with a variety of auxiliary agents using the portland cement of high grade as base-material and increase intensity and cohesive force composition with cementing agent
Powder-material, and inorganic weather-proof pigment can be added by user's requirement, after so that itself and rubble, water is mixed in a certain ratio, composition is different
The pervious concrete face layer of color；The rubble of pervious concrete should have technology requirement, the general height for using seconds standard
Intensity rubble；Gravel particle also has certain requirement；Ordinary tap water is i.e. available.General filtered muddy underground water or
Used impure water cannot utilize.
Utility model content
The purpose of this utility model is to provide a kind of permeable concrete grounds, solve in the feelings for ensureing that pavement structure is stablized
Under condition, rainwater can penetrate concrete, not the problem of concrete surface is assembled.
In order to solve the above technical problems, the utility model uses following technical scheme：
Permeable concrete ground, including rammed earth layer, base's knead dough layer, face layer include colorful water-permeable concrete surface layer and
Plain color pervious concrete layer, base include porous base course and bed course, and porous base course, bed course, element are laid with successively on rammed earth layer
Color pervious concrete layer and colorful water-permeable concrete surface layer.
Further technical solution is to be provided with the water-permeable pipe for draining between porous base course and bed course among the above,
Wherein the first waterproof layer is provided between the outer tube wall of water-permeable pipe and the contact position of porous base course.
Further technical solution is to be further opened with drainage trough on porous base course among the above, the notch of drainage trough with thoroughly
Water pipe is connected to, and the slot bottom of drainage trough is equipped with the second waterproof layer.
Further technical solution is that the upper surface of porous base course is tilted down from middle part to both sides of the edge among the above,
Wherein water-permeable pipe is arranged along the both sides of the edge of porous base course upper surface, and drainage trough is from the middle part of porous base course upper surface to permeable
It is opened up at pipe.
Further technical solution is to offer permeable through-hole on bed course among the above, the aperture bore of permeable through-hole by
The upper surface of bed course to lower surface is gradually reduced, wherein the permeable through-hole aperture positioned at bed course lower surface is located at drainage trough notch
Surface.
Further technical solution is to be vertically arranged with ring holder, annular brace in the pipe of water-permeable pipe among the above
It is vertically-mounted in the inner ring of frame to have cross support bar.
Compared with prior art, the utility model has the beneficial effects that：
The utility model enables rainwater to penetrate underground by plain color pervious concrete layer and colorful water-permeable concrete surface layer,
To effective recharge of groundwater, the harm of the environmental pollutions such as the oil compounds on ground is eliminated, while passing through colorful water-permeable
Concrete surface layer so that road surface is conveniently recognized, and label, warning function are played to the vehicle on the way travelled.
Description of the drawings
FIG. 1 is a schematic structural view of the utility model.
Fig. 2 is the structural schematic diagram that the utility model carries water-permeable pipe.
Fig. 3 is the structural schematic diagram that the utility model carries water-permeable pipe and drainage trough.
Fig. 4 is the overlooking structure diagram of the utility model porous base course.
Fig. 5 is the sectional view of the utility model water-permeable pipe.
Specific implementation mode
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
Embodiment 1：
As shown in Figure 1, permeable concrete ground, including rammed earth layer 1,2 knead dough layer 3 of base, face layer 3 include colored saturating
Water coagulation soil surface layer 4 and plain color pervious concrete layer 5, base 2 include porous base course 6 and bed course 7, on rammed earth layer 1 successively
It is laid with porous base course 6, bed course 7, plain color pervious concrete layer 5 and colorful water-permeable concrete surface layer 4.
In the present embodiment, the permeable concrete ground for high quality, the high standard of constructing out, in the fixed condition of raw material
Under, the stringent proportioning for controlling three of the above raw material is the important key in construction, and responsible person must strictly be controlled at the construction field (site)
Ratio processed, the wherein thickness of colorful water-permeable concrete surface layer 4 are generally not less than 3cm, and base 2 uses graded gravel or graded broken stone
Deng, so that base 2 has intensity appropriate and preferable water penetration, and bed course then uses natural rubble, and when being laid with,
Keep uniform ground.
Embodiment 2：
As shown in Fig. 2, in contrast to embodiment 1, the present embodiment optimizes porous base course 6 and bed course 7, porous base course 6 and pad
It is provided with the water-permeable pipe 8 for draining between layer 7, is wherein arranged between the outer tube wall of water-permeable pipe 8 and the contact position of porous base course 6
There is the first waterproof layer 9.
In the present embodiment, consider torrential rain seasonal factor influences ground, at base 2 to prevent 2 excessive ponding of base
Special water-permeable pipe 8 is arranged to be drained, the drainage system in roadside is led to, excludes excessive rainwater in time.
Embodiment 3：
As shown in Figure 3,4, in contrast to embodiment 2, the present embodiment optimizes porous base course 6, is further opened on porous base course 6
The notch of drainage trough 10, drainage trough 10 is connected to water-permeable pipe 8, and the slot bottom of drainage trough 10 is equipped with the second waterproof layer 14.
In the present embodiment, drainage trough 10 can facilitate is discharged into drainage trough 10 by extra rainwater, and will by drainage trough 10
Rainwater introduces water-permeable pipe 8, to avoid 2 excessive ponding of base, and excludes excessive rainwater in time.
Embodiment 4：
As shown in figure 3, in contrast to embodiment 3, the present embodiment optimizes porous base course 6, and the upper surface of porous base course 6 is in
Portion is tilted down to both sides of the edge, and wherein water-permeable pipe 8 is arranged along the both sides of the edge of 6 upper surface of porous base course, drainage trough 10 by
The middle part of 6 upper surface of porous base course is to opening up at water-permeable pipe 8.
In the present embodiment, the drainage trough 10 by being obliquely installed so that rainwater can more directly be introduced into water-permeable pipe 8
Accelerate the flowing in drainage trough 10 in this way in place so that rainwater is more efficiently flowed into water-permeable pipe 8, to avoid base 2 excessive
Ponding, and excessive rainwater is excluded in time.
Embodiment 5：
As shown in figure 3, in contrast to embodiment 4, the present embodiment optimizes bed course 7, and permeable through-hole 11 is offered on bed course 7,
The aperture bore of permeable through-hole 11 is gradually reduced by upper surface to the lower surface of bed course 7, wherein positioned at the permeable of 7 lower surface of bed course
11 aperture of through-hole is located at the surface of 10 notch of drainage trough.
In the present embodiment, permeable through-hole 11 carries out opening up support by a pipe, passes through the aperture of permeable through-hole 11
Bore is gradually reduced by upper surface to the lower surface of bed course 7, to accelerate the speed of rainwater-collecting between bed course 7 and base 2.
Embodiment 6：
As shown in figure 5, in contrast to embodiment 2, the present embodiment optimizes water-permeable pipe 8, and ring is vertically arranged in the pipe of water-permeable pipe 8
Shape supporting rack 12, it is vertically-mounted in the inner ring of ring holder 12 to have cross support bar 13.
In the present embodiment, water-permeable pipe 8 is supported by ring holder 12, is avoided that water-permeable pipe 8 is influenced by gravity, is led
Water-permeable pipe 8 is caused to crush, and cross support bar 13 can further increase the enabling capabilities of ring holder 12.
Although reference be made herein to the utility model is described in multiple explanatory embodiments of the utility model, still,
It should be understood that those skilled in the art can be designed that a lot of other modification and implementations, these modifications and implementations
It will fall within scope and spirit disclosed in the present application.More specifically, it discloses in the application, drawings and claims
In range, a variety of variations and modifications can be carried out to the building block and/or layout of theme combination layout.In addition to building block
And/or outside the modification and improvement of layout progress, to those skilled in the art, other purposes also will be apparent.
Claims (6)
1. a kind of permeable concrete ground, including rammed earth layer（1）, base（2）Knead dough layer（3）, it is characterised in that：The face
Layer（3）Including colorful water-permeable concrete surface layer（4）With plain color pervious concrete layer（5）, the base（2）Including porous base course
（6）And bed course（7）, the rammed earth layer（1）On be laid with porous base course successively（6）, bed course（7）, plain color pervious concrete layer
（5）With colorful water-permeable concrete surface layer（4）.
2. permeable concrete ground according to claim 1, it is characterised in that：The porous base course（6）With bed course（7）It
Between be provided with water-permeable pipe for draining（8）, wherein water-permeable pipe（8）Outer tube wall and porous base course（6）Contact position between set
It is equipped with the first waterproof layer（9）.
3. permeable concrete ground according to claim 2, it is characterised in that：The porous base course（6）On be further opened with
Drainage trough（10）, the drainage trough（10）Notch and water-permeable pipe（8）Connection, the drainage trough（10）Slot bottom be equipped with second
Waterproof layer（14）.
4. permeable concrete ground according to claim 3, it is characterised in that：The porous base course（6）Upper surface by
Middle part is tilted down to both sides of the edge, wherein water-permeable pipe（8）Along porous base course（6）It is arranged at the both sides of the edge of upper surface, it is described
Drainage trough（10）By porous base course（6）The middle part of upper surface is to water-permeable pipe（8）Place opens up.
5. permeable concrete ground according to claim 4, it is characterised in that：The bed course（7）On offer it is permeable logical
Hole（11）, the permeable through-hole（11）Aperture bore by bed course（7）Upper surface to lower surface be gradually reduced, wherein positioned at pad
Layer（7）The permeable through-hole of lower surface（11）Aperture is located at drainage trough（10）The surface of notch.
6. permeable concrete ground according to claim 2, it is characterised in that：The water-permeable pipe（8）Pipe in set vertically
It is equipped with ring holder（12）, the ring holder（12）Inner ring in vertically-mounted have cross support bar（13）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721833716.5U CN207672361U (en) | 2017-12-25 | 2017-12-25 | Permeable concrete ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721833716.5U CN207672361U (en) | 2017-12-25 | 2017-12-25 | Permeable concrete ground |
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| Publication Number | Publication Date |
|---|---|
| CN207672361U true CN207672361U (en) | 2018-07-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721833716.5U Active CN207672361U (en) | 2017-12-25 | 2017-12-25 | Permeable concrete ground |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235181A (en) * | 2018-09-14 | 2019-01-18 | 北京城建十六建筑工程有限责任公司 | A kind of curb structure that high-strength corrosion-resisting easily seeps water |
| CN109853317A (en) * | 2019-01-10 | 2019-06-07 | 苏州望意阳环保科技有限公司 | A kind of steel slag manufactures sponge urban water-through concrete road engineering paving process |
| CN110158397A (en) * | 2019-06-28 | 2019-08-23 | 淮南东辰集团有限责任公司 | A kind of gangue pervious surface and production and construction method |
| CN111576124A (en) * | 2020-05-30 | 2020-08-25 | 山东交通职业学院 | Highway structure and pavement method |
| CN111794039A (en) * | 2020-06-15 | 2020-10-20 | 广东省水利水电科学研究院 | Road with seepage and storage functions and construction method thereof |
-
2017
- 2017-12-25 CN CN201721833716.5U patent/CN207672361U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235181A (en) * | 2018-09-14 | 2019-01-18 | 北京城建十六建筑工程有限责任公司 | A kind of curb structure that high-strength corrosion-resisting easily seeps water |
| CN109235181B (en) * | 2018-09-14 | 2020-10-16 | 北京城建十六建筑工程有限责任公司 | High-strength corrosion-resistant and water-seepage-prone curb structure |
| CN109853317A (en) * | 2019-01-10 | 2019-06-07 | 苏州望意阳环保科技有限公司 | A kind of steel slag manufactures sponge urban water-through concrete road engineering paving process |
| CN110158397A (en) * | 2019-06-28 | 2019-08-23 | 淮南东辰集团有限责任公司 | A kind of gangue pervious surface and production and construction method |
| CN111576124A (en) * | 2020-05-30 | 2020-08-25 | 山东交通职业学院 | Highway structure and pavement method |
| CN111794039A (en) * | 2020-06-15 | 2020-10-20 | 广东省水利水电科学研究院 | Road with seepage and storage functions and construction method thereof |
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