CN205557216U - Building rubbish road bed course - Google Patents
Building rubbish road bed course Download PDFInfo
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- CN205557216U CN205557216U CN201620132475.0U CN201620132475U CN205557216U CN 205557216 U CN205557216 U CN 205557216U CN 201620132475 U CN201620132475 U CN 201620132475U CN 205557216 U CN205557216 U CN 205557216U
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Abstract
The utility model discloses a building rubbish road bed course, including the concrete mortar surface course, concrete mortar surface course lower surface is equipped with the steel fiber concrete layer, steel fiber concrete passes through on the layer mortar and is connected with the steel fiber concrete layer, steel fiber concrete layer lower surface is equipped with water seepage layer, all be equipped with the infiltration gap with the water seepage layer intercommunication on concrete mortar surface course and the steel fiber concrete layer, the water seepage layer lower surface is equipped with the soil matrix layer, the soil matrix layer is seamless lays the lower surface at water seepage layer, soil matrix layer lower surface is equipped with building rubbish road bed course, building rubbish road bed course thickness is 20 millimeters at least, still including the buffering platform, the utility model discloses a building rubbish road bed course can be better the building rubbish road bed course that utilizes replace the blotter, both satisfied the strength requirement of road surface structure and road bed, again can the outward transport of effectual reduction building rubbish, greatly reduced construction cost, the result of use is better.
Description
Technical field
This utility model relates to a kind of road equipment, particularly to a kind of building waste road cushion.
Background technology
Building waste refers at the garbage built and produce during demolition of buildings; along with China's urbanization, the quickening of industrialization development speed; urban construction develops simultaneously with extensive reconstruction of the old city town from extensional mode exploitation, residential quarters scale construction and the reorganization and expansion of road; a large amount of building waste is caused drastically to produce; these building waste overwhelming majority, without any process, directly transport landfill.Not only cause the refuse collection cost of great number, and occupy a large amount of soil.Thus, having had the generation of building waste road cushion, but general building waste road cushion using effect is the best, easily affecting entirety bears dynamics.
Summary of the invention
The technical problems to be solved in the utility model is: overcome the problems referred to above, it is provided that a kind of building waste road cushion that can preferably utilize building waste road cushion to substitute blotter.
To achieve these goals, the technical solution adopted in the utility model is such that building waste road cushion of the present utility model, including concrete mortar surface layer, concrete mortar surface layer lower surface is provided with steel fiber reinforced concrete layer, steel fiber reinforced concrete layer is connected with steel fiber reinforced concrete layer by mortar, steel fiber reinforced concrete layer lower surface is provided with permeable layer, the infiltration gap connected with permeable layer it is equipped with on concrete mortar surface layer and steel fiber reinforced concrete layer, permeable layer lower surface is provided with soil matrix layer, soil matrix layer is seamless is laid on permeable layer lower surface, soil matrix layer lower surface is provided with building waste road cushion, building waste road cushion thickness is at least 20 millimeters, also include buffer table, buffer table is fixed on building waste road cushion, soil matrix layer, permeable layer, steel fiber reinforced concrete layer and concrete mortar surface layer side.
Further, as a kind of concrete version, the building waste maximum particle diameter of building waste road cushion described in the utility model is below 400 millimeters.
Further, as a kind of concrete version, the thickness of concrete mortar surface layer described in the utility model is less than the thickness of steel fiber reinforced concrete layer.
Further, as a kind of concrete version, soil matrix layer thickness described in the utility model is more than permeable layer thickness.
Further, as a kind of concrete version, buffer table described in the utility model uses concave structure.
Further, as a kind of concrete version, buffer table described in the utility model uses steel-concrete structure to make.
Compared with prior art, the utility model has the advantage of: building waste road cushion of the present utility model can preferably utilize building waste road cushion to substitute blotter, both the requirement of strength of pavement structure and roadbed had been met, can effectively reduce again building waste outward transport, greatly reducing construction cost, using effect is more preferably.
Accompanying drawing explanation
With embodiment, this utility model is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the present utility model；In figure: 1. concrete mortar surface layer；2. steel fiber reinforced concrete layer；3. permeable layer；4. soil matrix layer；5. building waste road cushion；6. buffer table.
Detailed description of the invention
Presently in connection with accompanying drawing, this utility model is described in further detail.These accompanying drawings are the schematic diagram of simplification, and basic structure of the present utility model is described the most in a schematic way, and therefore it only shows the composition relevant with this utility model.
nullThe preferred embodiment of this utility model building waste road cushion as shown in Figure 1，Including concrete mortar surface layer 1，Concrete mortar surface layer 1 lower surface is provided with steel fiber reinforced concrete layer 2，Steel fiber reinforced concrete layer 2 is connected with steel fiber reinforced concrete layer 1 by mortar，Steel fiber reinforced concrete layer 2 lower surface is provided with permeable layer 3，The infiltration gap connected with permeable layer 3 it is equipped with on concrete mortar surface layer 1 and steel fiber reinforced concrete layer 2，Permeable layer 3 lower surface is provided with soil matrix layer 4，Soil matrix layer 4 is seamless is laid on permeable layer 3 lower surface，Soil matrix layer 4 lower surface is provided with building waste road cushion 5，Building waste road cushion 5 thickness is at least 20 millimeters，Also include buffer table 6，Buffer table 6 is fixed on building waste road cushion 5、Soil matrix layer 4、Permeable layer 3、Steel fiber reinforced concrete layer 2 and concrete mortar surface layer 1 side.
The building waste maximum particle diameter of described building waste road cushion 5 is below 400 millimeters.Dynamics of bearing is bigger, meets road self-strength design requirement.
The thickness of described concrete mortar surface layer 1 is less than the thickness of steel fiber reinforced concrete layer 2.Meet actual design demand, do not result in raw-material waste.
Described soil matrix layer 4 thickness is more than permeable layer 3 thickness.Overall using effect is more preferable.
Described buffer table 6 uses concave structure.Buffering effect is more preferable.
Described buffer table 6 uses steel-concrete structure to make.Buffer table 6 can avoid both sides the phenomenon that collapses occur, and it can be reminded by line, and buffer table 6 uses on lateral surface at normal road.
The building waste road cushion of utility model of the present utility model can preferably utilize building waste road cushion 5 to substitute blotter, both the requirement of strength of pavement structure and roadbed had been met, can effectively reduce again building waste outward transport, greatly reduce construction cost, using effect is more preferably.Concrete mortar surface layer 1 lower surface is provided with steel fiber reinforced concrete layer 2, improves the steel and concrete structure of road, further increases road entirety and bears dynamics；It is equipped with the infiltration gap connected with permeable layer 3 on concrete mortar surface layer 1 and steel fiber reinforced concrete layer 2, seeps water effective, be difficult to that hydrops problem occurs.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff can carry out various change and amendment completely in the range of without departing from this invention technological thought.The content that the technical scope of this invention is not limited in description, it is necessary to determine its technical scope according to right.
Claims (6)
1. a building waste road cushion, including concrete mortar surface layer, it is characterized in that: concrete mortar surface layer lower surface is provided with steel fiber reinforced concrete layer, steel fiber reinforced concrete layer is connected with steel fiber reinforced concrete layer by mortar, steel fiber reinforced concrete layer lower surface is provided with permeable layer, the infiltration gap connected with permeable layer it is equipped with on concrete mortar surface layer and steel fiber reinforced concrete layer, permeable layer lower surface is provided with soil matrix layer, soil matrix layer is seamless is laid on permeable layer lower surface, soil matrix layer lower surface is provided with building waste road cushion, building waste road cushion thickness is at least 20 millimeters, also include buffer table, buffer table is fixed on building waste road cushion, soil matrix layer, permeable layer, steel fiber reinforced concrete layer and concrete mortar surface layer side.
Building waste road cushion the most according to claim 1, it is characterised in that: the building waste maximum particle diameter of described building waste road cushion is below 400 millimeters.
Building waste road cushion the most according to claim 1, it is characterised in that: the thickness of described concrete mortar surface layer is less than the thickness of steel fiber reinforced concrete layer.
Building waste road cushion the most according to claim 1, it is characterised in that: described soil matrix layer thickness is more than permeable layer thickness.
Building waste road cushion the most according to claim 1, it is characterised in that: described buffer table uses concave structure.
Building waste road cushion the most according to claim 1, it is characterised in that: described buffer table uses steel-concrete structure to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620132475.0U CN205557216U (en) | 2016-02-22 | 2016-02-22 | Building rubbish road bed course |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620132475.0U CN205557216U (en) | 2016-02-22 | 2016-02-22 | Building rubbish road bed course |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205557216U true CN205557216U (en) | 2016-09-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201620132475.0U Active CN205557216U (en) | 2016-02-22 | 2016-02-22 | Building rubbish road bed course |
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| Country | Link |
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| CN (1) | CN205557216U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592362A (en) * | 2016-11-28 | 2017-04-26 | 北京市政建设集团有限责任公司 | Method for utilizing building rubbish to construct bottom layer roadbed |
-
2016
- 2016-02-22 CN CN201620132475.0U patent/CN205557216U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592362A (en) * | 2016-11-28 | 2017-04-26 | 北京市政建设集团有限责任公司 | Method for utilizing building rubbish to construct bottom layer roadbed |
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