CN205999747U - A kind of drainage type Route for pedestrians structure - Google Patents
A kind of drainage type Route for pedestrians structure Download PDFInfo
- Publication number
- CN205999747U CN205999747U CN201620638457.XU CN201620638457U CN205999747U CN 205999747 U CN205999747 U CN 205999747U CN 201620638457 U CN201620638457 U CN 201620638457U CN 205999747 U CN205999747 U CN 205999747U
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- Prior art keywords
- face brick
- drainage
- layer
- pedestrians
- drainage type
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Abstract
The utility model discloses a kind of drainage type Route for pedestrians structure, include basic unit, concrete permeable layer, low dosage cement dry mixing layer of sand and surface layer from bottom to up successively, described concrete permeable layer is constructed by the concrete that porosity is 25% and is formed, and the upper surface of described low dosage cement dry mixing layer of sand is parallel to each other with ground;Described surface layer is made up of with the face brick being installed in drainage type face brick compartment drainage type face brick compartment, the face brick installing frame that described drainage type face brick compartment includes drainage frame and is uniformly arranged in drainage frame, the rhone being interconnected is had on described drainage frame, described face brick is tightly packed to be installed in face brick installing frame.This utility model achieves the quick exclusion of rainwater on People's Bank of China's Covered face of Smooth Slide, ensure that aesthetic and the laying quality of surface layer face brick laying simultaneously, improves the service life of Route for pedestrians.
Description
Technical field
This utility model is related to field of road, more particularly, to a kind of drainage type Route for pedestrians structure.
Background technology
Footpath road structure is typically made up of surface layer, basic unit and bed course.Surface layer adopts face brick to lay, the laying of face brick according to
Rely and manually paved, the face brick of laying seam away from, straight cis degree, the uniformity be all by the shadow of the technical ability of operating worker, proficiency level
Ring.Gap between face brick is filled by soil cement, adopts Cement Treated Material, waterproof basic unit more, and road face is soaked through rainwater
The problems such as purt mud often occurs after bubble, comes to nothing.And footpath typically adopts one side horizontal wall inscription surface drainage, and rainwater is drained into runway
In the catch-basin at edge, but only the drainability by horizontal wall inscription is limited, the problem of footpath hydrops when rainfall is larger, easily.
Utility model content
In order to solve People's Bank of China's Covered face of Smooth Slide structure drainage ability, purt mud problem of coming to nothing serious, and footpath face brick paves
Quality depends on the proficiency level of workman, leads to the problems such as face brick smooth degree after laying and uniformity deficiency, this utility model
Purpose be to provide a kind of drainage type Route for pedestrians structure it is achieved that on People's Bank of China's Covered face of Smooth Slide rainwater quick exclusion, protect simultaneously
Demonstrate,prove the attractive in appearance and quality of surface layer face brick laying.
The purpose of this utility model is achieved through the following technical solutions:
A kind of drainage type Route for pedestrians structure, include successively from bottom to up basic unit, concrete permeable layer, low dosage cement do
Sand cutting layer and surface layer, described concrete permeable layer is constructed by the concrete that porosity is 25% and is formed, and described low dosage cement is done
Sand cutting layer is built into by mortar and forms, and the upper surface of low dosage cement dry mixing layer of sand is parallel to each other with ground;Described surface layer is by arranging
Ability of swimming face brick compartment and the face brick being installed in drainage type face brick compartment are constituted, and described drainage type face brick compartment includes drainage frame
With the face brick installing frame being uniformly arranged in drainage frame, described drainage frame has the rhone being interconnected, described face
Brick is tightly packed to be installed in face brick installing frame.
In order to this utility model is better achieved, set between described low dosage cement dry mixing layer of sand and concrete permeable layer
There is loaded filter, described loaded filter constitutes layer structure by anti-filter geotextiles.
In order to strengthen the drainage performance of the concrete permeable layer in the middle part of drainage type Route for pedestrians structure, described concrete permeable
Layer middle part or/and bottom are provided with drain pipe.
Preferably, the thickness of described concrete permeable layer is 15cm.
Preferably, the thickness of described loaded filter is 0.5cm.
Preferably, the thickness stating low dosage cement dry mixing layer of sand is 3cm.
Preferably, the length of described face brick is 20cm, the width of face brick is 10cm, the height 6cm of face brick.
This utility model compared with the prior art, has advantages below and beneficial effect:
(1) surface layer of the present utility model has drainage type face brick compartment, is provided with rhone in drainage type face brick compartment,
Route for pedestrians both sides can be discharged water into by rhone so that rainwater will not be after soaking face brick and cause face brick for a long time
Infringement;Simultaneously because rainwater, through the timely discharge of rhone, decreases rainwater and penetrates within Route for pedestrians through surface layer
The water yield, is conducive to protecting Route for pedestrians.When rainwater is piled up on surface layer, water passes through surface layer, low dosage cement dry mixing layer of sand, anti-filter
Layer is discharged into concrete permeable layer, and the water in concrete permeable layer is easy to flow in drain pipe, then is discharged into through drain pipe
In catch-basin, thus preventing rainwater from Route for pedestrians inside is caused soak infringement.
(2) this utility model achieves the quick exclusion of rainwater on People's Bank of China's Covered face of Smooth Slide, ensure that surface layer face brick is laid simultaneously
Aesthetic and laying quality, improve the service life of Route for pedestrians.
Brief description
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the surface layer being not installed with face brick;
Fig. 3 is the structural representation of the surface layer being provided with face brick.
Wherein, entitled corresponding to the reference in accompanying drawing:
1- surface layer, 11- drainage type face brick compartment, 12- drainage frame, 13- face brick installing frame, 14- rhone,
15- face brick, 2- low dosage cement dry mixing layer of sand, 3- loaded filter, 4- concrete permeable layer, 41- drain pipe, 5- basic unit.
Specific embodiment
With reference to embodiment, this utility model is described in further detail:
Embodiment
As shown in FIG. 1 to 3, a kind of drainage type Route for pedestrians structure, includes basic unit 5, concrete saturating from bottom to up successively
Water layer 4, low dosage cement dry mixing layer of sand 2 and surface layer 1, concrete permeable layer 4 is constructed by the concrete that porosity is 25% and is formed,
Concrete permeable layer 4 can store the moisture flowing down successively from surface layer 1, low dosage cement dry mixing layer of sand 2.Low dosage cement is done
Sand cutting layer 2 is built into by mortar and forms, and the upper surface of low dosage cement dry mixing layer of sand 2 is parallel to each other with ground, low dosage cement
Dry mixing layer of sand 2 can fill and lead up concrete permeable layer 4 so that showing level thereon, in order in low dosage cement dry mixing layer of sand 2 water
Flat face brick 15 is installed it is ensured that the smooth degree of face brick 15 after installing, level be attractive in appearance, installation quality is higher.Surface layer 1 is by drainage type
Face brick compartment 11 and the face brick 15 being installed in drainage type face brick compartment 11 are constituted, and drainage type face brick compartment 11 can be along draining
Formula Route for pedestrians structure infinitely stretches;Drainage type face brick compartment 11 can also be a unit, in drainage type Route for pedestrians structure
On lay drainage type face brick compartment 11 successively and constitute surface layer 1.Drainage type face brick compartment 11 includes drainage frame 12 and uniformly sets
It is placed in the face brick installing frame 13 in drainage frame 12, as shown in Fig. 2 drainage frame 12 by outward flange frame and is arranged at outward flange
In frame, the spacing frame of transverse and longitudinal direction arrangement is constituted, and is separated into several face brick installing frames by spacing frame in drainage frame 12
13, drainage frame 12 has the rhone 14 being interconnected, rhone 14 is made up of two parts, and a part is arranged at outward flange
In the frame of frame, another part is arranged in the framework of spacing frame, the rhone being arranged on outward flange frame be arranged at
Rhone on spacing frame is connected.Face brick 15 is tightly packed to be installed in face brick installing frame 13, as shown in Fig. 2 each face brick
15 correspondences are installed in each face brick installing frame 13 of drainage type face brick compartment 11.
As shown in figure 1, being provided with loaded filter 3 between low dosage cement dry mixing layer of sand 2 and concrete permeable layer 4, loaded filter 3 by
Anti-filter geotextiles constitute layer structure.
As shown in figure 1, concrete permeable layer 4 middle part or/and bottom are provided with drain pipe 41, during use, drainage type footpath
Easy heap hydrops on the surface layer 1 of line structure, and water is through will be easily advanced into low dosage cement dry mixing layer of sand 2 after surface layer 1
In, water also slowly can be discharged into concrete permeable layer 4 through loaded filter 3, due to concrete by low dosage cement dry mixing layer of sand 2
Pervious bed 4 is constructed by the concrete that porosity is 25% and is formed, then the water in concrete permeable layer 4 is easy to flow to drain pipe
In 41, drain pipe 41 is connected with the catch-basin at Route for pedestrians edge, and the water so permeating from surface layer 1 is flowed into concrete
In pervious bed 4, then it is discharged in catch-basin through drain pipe 41, thus preventing rainwater from Route for pedestrians inside is caused soak damage
Evil.
The thickness of the present embodiment preferred concrete permeable layer 4 is 15cm.
The thickness of the preferred loaded filter of the present embodiment 3 is 0.5cm.
The thickness of the present embodiment preferred low dosage cement dry mixing layer of sand 2 is 3cm.
The length of the preferred face brick of the present embodiment 15 is 20cm, and the width of face brick 15 is 10cm, the height 6cm of face brick 15.
Operation principle of the present utility model is as follows:
Rainwater drops on surface layer 1, because surface layer 1 has drainage type face brick compartment 11, in drainage type face brick compartment 11
It is provided with rhone 14, Route for pedestrians both sides can be discharged water into by rhone 14 so that rainwater will not soak after for a long time
Steep face brick 15 and cause the infringement of face brick 15;Simultaneously because rainwater is through the timely discharge of rhone 14, decreases rainwater and pass through
Surface layer 1 penetrates into the water yield within Route for pedestrians, is conducive to protecting Route for pedestrians.If rainwater is piled up on surface layer 1, and water is saturating
Will be easily advanced into after crossing surface layer 1 in low dosage cement dry mixing layer of sand 2, low dosage cement dry mixing layer of sand 2 also can slowly by
Water is discharged into concrete permeable layer 4 through loaded filter 3, because concrete permeable layer 4 is constructed by the concrete that porosity is 25%
Form, then the water in concrete permeable layer 4 is easy to flow in drain pipe 41, the rainwater at drain pipe 41 and Route for pedestrians edge
Well is connected, and so after the water that surface layer 1 permeates is flowed into concrete permeable layer 4, then is discharged into through drain pipe 41
In catch-basin, thus preventing rainwater from Route for pedestrians inside is caused soak infringement.
Above-mentioned embodiment is a preferred embodiment of the present utility model, is not of the present utility model for limiting
Implement with interest field, all equivalence changes made according to the content described in this utility model patent protection scope and
Approximate replacement, all should fall in protection domain of the present utility model.
Claims (7)
1. a kind of drainage type Route for pedestrians structure it is characterised in that:Include basic unit from bottom to up successively(5), concrete permeable layer
(4), low dosage cement dry mixing layer of sand(2)And surface layer(1), described concrete permeable layer(4)The concrete structure being 25% by porosity
Build and form, described low dosage cement dry mixing layer of sand(2)It is built into by mortar and form, low dosage cement dry mixing layer of sand(2)Upper table
Face is parallel to each other with ground;Described surface layer(1)By drainage type face brick compartment(11)Be installed on drainage type face brick compartment(11)In
Face brick(15)Constitute, described drainage type face brick compartment(11)Including drainage frame(12)Be uniformly arranged on drainage frame(12)
In face brick installing frame(13), described drainage frame(12)On there is the rhone being interconnected(14), described face brick(15)Tightly
Close filling is installed on face brick installing frame(13)In.
2. according to a kind of drainage type Route for pedestrians structure described in claim 1 it is characterised in that:Described low dosage cement dry mixing
Layer of sand(2)With concrete permeable layer(4)Between be provided with loaded filter(3), described loaded filter(3)It is made up of stratiform knot anti-filter geotextiles
Structure.
3. according to a kind of drainage type Route for pedestrians structure described in claim 1 or 2 it is characterised in that:Described concrete permeable
Layer(4)Middle part or/and bottom are provided with drain pipe(41).
4. according to a kind of drainage type Route for pedestrians structure described in claim 1 it is characterised in that:Described concrete permeable layer
(4)Thickness be 15cm.
5. according to a kind of drainage type Route for pedestrians structure described in claim 2 it is characterised in that:Described loaded filter(3)Thickness
Spend for 0.5cm.
6. according to a kind of drainage type Route for pedestrians structure described in claim 1 it is characterised in that:Described low dosage cement dry mixing
Layer of sand(2)Thickness be 3cm.
7. according to a kind of drainage type Route for pedestrians structure described in claim 1 it is characterised in that:Described face brick(15)Length
For 20cm, face brick(15)Width be 10cm, face brick(15)Height 6cm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620638457.XU CN205999747U (en) | 2016-06-24 | 2016-06-24 | A kind of drainage type Route for pedestrians structure |
Applications Claiming Priority (1)
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CN201620638457.XU CN205999747U (en) | 2016-06-24 | 2016-06-24 | A kind of drainage type Route for pedestrians structure |
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Publication Number | Publication Date |
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CN205999747U true CN205999747U (en) | 2017-03-08 |
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ID=58205191
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CN201620638457.XU Expired - Fee Related CN205999747U (en) | 2016-06-24 | 2016-06-24 | A kind of drainage type Route for pedestrians structure |
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CN (1) | CN205999747U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112211056A (en) * | 2020-10-20 | 2021-01-12 | 福建中设工程咨询有限公司 | Municipal road paving structure and paving method thereof |
-
2016
- 2016-06-24 CN CN201620638457.XU patent/CN205999747U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112211056A (en) * | 2020-10-20 | 2021-01-12 | 福建中设工程咨询有限公司 | Municipal road paving structure and paving method thereof |
CN112211056B (en) * | 2020-10-20 | 2021-12-07 | 福建中设工程咨询有限公司 | Municipal road paving structure and paving method thereof |
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Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170308 Termination date: 20190624 |
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CF01 | Termination of patent right due to non-payment of annual fee |