CN105625128A - Construction waste road cushion - Google Patents
Construction waste road cushion Download PDFInfo
- Publication number
- CN105625128A CN105625128A CN201610095675.8A CN201610095675A CN105625128A CN 105625128 A CN105625128 A CN 105625128A CN 201610095675 A CN201610095675 A CN 201610095675A CN 105625128 A CN105625128 A CN 105625128A
- Authority
- CN
- China
- Prior art keywords
- layer
- building waste
- road cushion
- steel fiber
- waste road
- 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.)
- Pending
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/003—Foundations for pavings characterised by material or composition used, e.g. waste or recycled material
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/14—Concrete paving
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a construction waste road cushion. The construction waste road cushion comprises a concrete mortar cover, wherein a steel fiber concrete layer is arranged on the lower surface of the concrete mortar cover; the steel fiber concrete layer is connected with the steel fiber concrete layer through mortar; a seepage layer is arranged on the lower surface of the steel fiber concrete layer; seepage gaps communicated with the seepage layer are formed in both the concrete mortar cover and the steel fiber concrete layer; a soil base layer is arranged on the lower surface of the seepage layer; the soil base layer is seamlessly laid on the lower surface of the seepage layer; the lower surface of the soil base layer is provided with a construction waste road cushion; the thickness of the construction waste road cushion is at least 20 mm; and the construction waste road cushion further comprises a buffering platform. The construction waste road cushion disclosed by the invention is advantaged in that the construction waste road cushion can be fully used to replace a gravel cushion, strength requirements of a pavement structure and a roadbed are satisfied, the outward transporting of construction wastes can be effectively reduced, the construction cost is greatly reduced and the use effect is perfect.
Description
Technical field
The present invention 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 in the process of demolition of buildings; quickening along with China's urbanization, industrialization development speed; urban construction develops simultaneously from extensional mode exploitation with extensive reconstruction of the old city town, the reorganization and expansion of residential quarters scale construction and road; cause that a large amount of building waste sharply produces; 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, there is the generation of building waste road cushion, but general building waste road cushion result of use is not good, it is easy to affected entirety and bear dynamics.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, it is provided that a kind of building waste road cushion that can better utilize building waste road cushion to substitute blotter.
To achieve these goals, the technical solution used in the present invention is such that the building waste road cushion of the present invention, 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, concrete mortar surface layer and steel fiber reinforced concrete layer are equipped with the infiltration gap connected with permeable 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 of the present invention is below 400 millimeters.
Further, as a kind of concrete version, the thickness of concrete mortar surface layer of the present invention is less than the thickness of steel fiber reinforced concrete layer.
Further, as a kind of concrete version, soil matrix layer thickness of the present invention is more than permeable layer thickness.
Further, as a kind of concrete version, buffer table of the present invention adopts concave structure.
Further, as a kind of concrete version, buffer table of the present invention adopts steel-concrete structure to make.
Compared with prior art, it is an advantage of the current invention that: the building waste road cushion of the present invention can better 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, result of use is more preferably.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is the structural representation of the present invention; 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
In conjunction with the accompanying drawings, the present invention is further detailed explanation. These accompanying drawings are the schematic diagram of simplification, and the basic structure of the present invention is only described in a schematic way, and therefore it only shows the composition relevant with the present invention.
The preferred embodiment of building waste road cushion of the present invention 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, concrete mortar surface layer 1 and steel fiber reinforced concrete layer 2 are equipped with the infiltration gap connected with permeable layer 3, 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 result of use is better.
Described buffer table 6 adopts concave structure. Buffering effect is better.
Described buffer table 6 adopts 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 the invention of the present invention can better utilize building waste road cushion 5 to substitute blotter, both the requirement of strength of pavement structure and roadbed had been met, effectively reducing again building waste outward transport, greatly reduce construction cost, result of use 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; Concrete mortar surface layer 1 and steel fiber reinforced concrete layer 2 are equipped with the infiltration gap connected with permeable layer 3, seep water effective, hydrops problem not easily occurs.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff in the scope not necessarily departing from this invention technological thought, can carry out various change and amendment completely. The technical scope of this invention is not limited to the content 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, concrete mortar surface layer and steel fiber reinforced concrete layer are equipped with the infiltration gap connected with permeable 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.
2. building waste road cushion 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.
3. building waste road cushion 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.
4. building waste road cushion according to claim 1, it is characterised in that: described soil matrix layer thickness is more than permeable layer thickness.
5. building waste road cushion according to claim 1, it is characterised in that: described buffer table adopts concave structure.
6. building waste road cushion according to claim 1, it is characterised in that: described buffer table adopts steel-concrete structure to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610095675.8A CN105625128A (en) | 2016-02-22 | 2016-02-22 | Construction waste road cushion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610095675.8A CN105625128A (en) | 2016-02-22 | 2016-02-22 | Construction waste road cushion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105625128A true CN105625128A (en) | 2016-06-01 |
Family
ID=56040441
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610095675.8A Pending CN105625128A (en) | 2016-02-22 | 2016-02-22 | Construction waste road cushion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105625128A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106116358A (en) * | 2016-06-29 | 2016-11-16 | 山东建筑大学 | High-performance permeable concrete system prepared by a kind of building waste and preparation method thereof |
| CN106758650A (en) * | 2016-11-18 | 2017-05-31 | 天津工业化建筑有限公司 | A kind of novel ecological pervious concrete pavement |
| CN108086083A (en) * | 2017-11-22 | 2018-05-29 | 温州伟国建设有限公司 | Road cushion |
| CN108951332A (en) * | 2018-07-21 | 2018-12-07 | 河南城建学院 | A kind of building waste stabilized expansive soil road structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4131743A1 (en) * | 1991-09-24 | 1993-04-01 | Peter Dipl Ing Telge | Sealing material layer for rubbish tips or road construction - comprises lower mat covered by 3=dimensionally plastic grid filled with sealing concrete and bitumen emulsion layer |
| CN203923839U (en) * | 2014-06-03 | 2014-11-05 | 张秋英 | Road surface, a kind of permeable gardens |
| CN104153271A (en) * | 2014-07-07 | 2014-11-19 | 成都科创佳思科技有限公司 | Road pavement structure |
| CN204803702U (en) * | 2015-07-22 | 2015-11-25 | 济南市市政工程设计研究院（集团）有限责任公司 | Building rubbish road bed course structure |
| CN105155387A (en) * | 2015-06-23 | 2015-12-16 | 滁州市瑞景园林建设有限公司 | Garden road structure |
| CN105332328A (en) * | 2015-10-27 | 2016-02-17 | 北方民族大学 | Collapsible loess road structure capable of preventing water seepage and construction method of road with structure |
-
2016
- 2016-02-22 CN CN201610095675.8A patent/CN105625128A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4131743A1 (en) * | 1991-09-24 | 1993-04-01 | Peter Dipl Ing Telge | Sealing material layer for rubbish tips or road construction - comprises lower mat covered by 3=dimensionally plastic grid filled with sealing concrete and bitumen emulsion layer |
| CN203923839U (en) * | 2014-06-03 | 2014-11-05 | 张秋英 | Road surface, a kind of permeable gardens |
| CN104153271A (en) * | 2014-07-07 | 2014-11-19 | 成都科创佳思科技有限公司 | Road pavement structure |
| CN105155387A (en) * | 2015-06-23 | 2015-12-16 | 滁州市瑞景园林建设有限公司 | Garden road structure |
| CN204803702U (en) * | 2015-07-22 | 2015-11-25 | 济南市市政工程设计研究院（集团）有限责任公司 | Building rubbish road bed course structure |
| CN105332328A (en) * | 2015-10-27 | 2016-02-17 | 北方民族大学 | Collapsible loess road structure capable of preventing water seepage and construction method of road with structure |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106116358A (en) * | 2016-06-29 | 2016-11-16 | 山东建筑大学 | High-performance permeable concrete system prepared by a kind of building waste and preparation method thereof |
| CN106116358B (en) * | 2016-06-29 | 2018-05-01 | 山东建筑大学 | High-performance permeable concrete system prepared by a kind of building waste and preparation method thereof |
| CN106758650A (en) * | 2016-11-18 | 2017-05-31 | 天津工业化建筑有限公司 | A kind of novel ecological pervious concrete pavement |
| CN108086083A (en) * | 2017-11-22 | 2018-05-29 | 温州伟国建设有限公司 | Road cushion |
| CN108951332A (en) * | 2018-07-21 | 2018-12-07 | 河南城建学院 | A kind of building waste stabilized expansive soil road structure |
| CN108951332B (en) * | 2018-07-21 | 2020-03-31 | 河南城建学院 | Construction waste improvement inflation dirt road bed structure |
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Application publication date: 20160601 |