CN109252432A - A kind of road structure that stable type prevents ground loose - Google Patents
A kind of road structure that stable type prevents ground loose Download PDFInfo
- Publication number
- CN109252432A CN109252432A CN201811322290.6A CN201811322290A CN109252432A CN 109252432 A CN109252432 A CN 109252432A CN 201811322290 A CN201811322290 A CN 201811322290A CN 109252432 A CN109252432 A CN 109252432A
- Authority
- CN
- China
- Prior art keywords
- bed course
- ground
- stable type
- road structure
- layer
- 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
Links
Classifications
-
- 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
-
- 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
- E01C3/06—Methods or arrangements for protecting foundations from destructive influences of moisture, frost or vibration
Abstract
The invention discloses the road structures that a kind of stable type prevents ground loose, including ground, the ground upper end opens up jagged, the first bed course is equipped on the ground, first bed course, first bed course is equipped with the second bed course, second bed course is equipped with basal layer far from one end of first bed course, the basal layer is equipped with supercrust far from one end of second bed course, the basal layer, second bed course, through equipped with pre- pile anchoring between first bed course and ground, the supercrust includes several concrete layers, reinforcement net is equipped in the concrete layer, it is connected between the reinforcement net by reinforcing rib, the supercrust, basal layer, second bed course, the two sides of first bed course and ground are equipped with baffle.The utility model has the advantages that can guarantee that cushion lime will not be easily lost simultaneously, the service life of roadbed used greatly is increased, the globality of ground is increased, the stability of ground is increased, reduces the case where ground is broken.
Description
Technical field
The present invention relates to road construction fields, it particularly relates to the road structure that a kind of stable type prevents ground loose.
Background technique
With flourishing for China's economy and being constantly progressive for society, highway bridge is increasing to the effect of people,
Its construction technology is naturally also being constantly progressive.In recent years, in all parts of the country all to pay much attention to highway bridge construction.Highway bridge is not only
As the main artery for linking up north and south economy, can more promote the development of economy to a certain extent.Highway bridge belongs to national basis
Facilities Construction, the requirement to construction technology is very high, but China's current technology level is not mature enough, and many technologies are not enough
It is perfect, so relevant departments all take much count of highway bridge construction technology.
Roadbed is the basis on road surface and the arrying main body of road, and thus its quality directly affects whole road surface
Quality.The phenomenon that Bridgehead by Blastig differential settlement, can have a huge impact the life security of passing vehicle and pedestrian,
It only takes appropriate measures and is controlled, just can guarantee the quality on road surface.
In Mountainous Highway Construction, most highways will be winding and be built, and some engineering two sides side slopes are precipitous, it usually needs
Carry out a large amount of slope excavating and form roadbed could to be laid with road surface, and roadbed side slope is because of reasons such as its strata structures, if often having
Heavy transit equipment passes through, or meets heavy rain and wash away, and very easy landslide collapses, and causes road equipment to damage, causes pole to driving
Big security risk, it is also possible to because of its traffic accident.Therefore in response to this series of problems, need to build a kind of be suitble to
It wants high in the subvertical road structure of side slope, and to basic bearing capacity, improves the compactness on road surface, increase whole knot
The formedness of structure can preferably guarantee service life, reduce the generation of safety accident.
For the problems in the relevant technologies, currently no effective solution has been proposed.
Summary of the invention
The purpose of the present invention is to provide the road structures that a kind of stable type prevents ground loose, to solve above-mentioned background skill
The problem of being proposed in art.
To achieve the above object, the invention provides the following technical scheme:
A kind of road structure that stable type prevents ground loose, including ground, the ground upper end open up it is jagged, it is described
The first bed course, first bed course are equipped on ground, first bed course is equipped with the second bed course, and second bed course is separate
One end of first bed course is equipped with basal layer, and the basal layer is equipped with supercrust far from one end of second bed course, institute
It states through pre- pile anchoring is equipped between basal layer, the second bed course, the first bed course and ground, if the supercrust includes dry concrete
Layer, the concrete layer is interior to be equipped with reinforcement net, is connected between the reinforcement net by reinforcing rib, the supercrust, base
Plinth layer, the second bed course, the first bed course and ground two sides be equipped with baffle, the baffle side is fixed with transverse plate, described
Transverse plate mutually agrees with the notch, and the baffle side is fixed with triangle follow block.
Further, first bed course is 3: 7 cushion limes.
Further, second bed course is blotter.
Further, the basal layer is concrete foundation layer.
Further, the reinforcement net is plastics reinforcement net.
Further, the reinforcing rib is plastics reinforcing rib.
Further, first bed course with a thickness of 10CM.
Further, the side of the triangle follow block is welded with inclination bottom bar, and the length of the inclination bottom bar is more than or equal to
One meter, and, the tilt angle of the inclination bottom bar is 75 °.
Further, side of the supercrust far from the basal layer is sharp road surface, and, the supercrust is far from institute
The angle of the side and horizontal direction of stating basal layer is 7 °.
Further, the both ends of the supercrust offer drainage ditch, and the drainage ditch is equipped with several water inlets, described
Water inlet is equipped with filtering door.
In conclusion the invention has the benefit that
(1), by being equipped with baffle in the two sides of supercrust, basal layer, the second bed course, the first bed course and ground, so that
Basal layer, the second bed course, the first bed course will not easily intake, while can guarantee that cushion lime will not be easily lost, greatly
The big service life used for increasing roadbed.
(2), the whole of ground is increased so that entire ground is in the form of an entirety by setting baffle and pre- pile anchoring
Body increases the stability of ground, reduces the case where ground is broken.
(3), by increasing reinforcement net and reinforcing rib on supercrust, it can guarantee the globality on entire road surface, subtract
Lack the cracked situation in road surface to occur, to reduce since there is a situation where traffic accidents to occur for crackle.
(4), 7 ° of inclinations for cooperating supercrust by setting drainage ditch, enable rainwater to be quickly discharged from road surface,
The case where reducing rainy day surface gathered water occurs.
Detailed description of the invention
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the invention
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is the structural schematic diagram for the road structure that a kind of stable type according to an embodiment of the present invention prevents ground loose；
Fig. 2 is the structure of supercrust in road structure that a kind of stable type according to an embodiment of the present invention prevents ground loose
Schematic diagram.
Appended drawing reference:
1, ground；2, notch；3, the first bed course；4, the second bed course；5, basal layer；6, supercrust；7, pre- pile anchoring；8, coagulation
Soil layer；9, reinforcement net；10, reinforcing rib；11, baffle；12, transverse plate；13, triangle follow block；14, bottom bar is tilted；15, it drains
Canal；16, door is filtered.
Specific embodiment
In the following, making further description to invention in conjunction with attached drawing and specific embodiment:
The road structure that a kind of stable type according to an embodiment of the present invention prevents ground loose referring to FIG. 1-2, including ground
Base 1,1 upper end of ground open up jagged 2, are equipped with the first bed course 3 on the ground 1, first bed course 3, and described
One bed course 3 is equipped with the second bed course 4, and second bed course 4 is equipped with basal layer 5, the base far from one end of first bed course 3
Plinth layer 5 is equipped with supercrust 6, the basal layer 5, the second bed course 4, the first bed course 3 and ground far from one end of second bed course 4
Through pre- pile anchoring 7 is equipped between base 1, the supercrust 6 includes several concrete layers 8, is equipped with reinforcing rib in the concrete layer 8
Net 9 is connected between the reinforcement net 9 by reinforcing rib 10, the supercrust 6, basal layer 5, the second bed course 4, first pad
The two sides of layer 3 and ground 1 are equipped with baffle 11, and 11 side of baffle is fixed with transverse plate 12, the transverse plate 12 and institute
It states 2 phase of notch to agree with, 11 side of baffle is fixed with triangle follow block 13.
Above scheme through the invention, can be by supercrust 6, basal layer 5, the second bed course 4,3 and of the first bed course
The two sides of ground 1 are equipped with baffle 11, so that basal layer 5, the second bed course 4, the first bed course 3 will not easily intake, while energy
Enough guarantee that cushion lime will not be easily lost, and greatly increase the service life of roadbed used.
In a particular application, for the first bed course 3, first bed course 3 is 3:7 cushion lime.For the second pad
For layer 4, second bed course 4 is blotter.For basal layer 5, the basal layer 5 is concrete foundation layer.It is right
For reinforcement net 9, the reinforcement net 9 is plastics reinforcement net.For reinforcing rib 10, the reinforcing rib 10 is modeling
Expect reinforcing rib.For the first bed course 3, first bed course 3 with a thickness of 10CM.It is described for triangle follow block 13
The side of triangle follow block 13 be welded with inclination bottom bar 14, it is described inclination bottom bar 14 length be more than or equal to one meter, and, the inclination
The tilt angle of bottom bar 14 is 75 °.For supercrust 6, side of the supercrust 6 far from the basal layer 5 is sharp
Road surface, and, the angle of side and horizontal direction of the supercrust 6 far from the basal layer 5 is 7 °.For supercrust 6,
The both ends of the supercrust 6 offer drainage ditch 15, and the drainage ditch 15 is equipped with several water inlets, and the water inlet is equipped with
Filter door 16.
In conclusion by means of above-mentioned technical proposal of the invention, by supercrust 6, basal layer 5, the second bed course 4,
The two sides of first bed course 3 and ground 1 are equipped with baffle 11, so that basal layer 5, the second bed course 4, the first bed course 3 will not be easily
Water inlet, while can guarantee that cushion lime will not be easily lost, greatly increase the service life of roadbed used.Pass through setting
Baffle 11 and pre- pile anchoring 7 increase the globality of ground, increase ground so that entire ground is in the form of an entirety
Stability reduces the case where ground is broken.It, can by increasing reinforcement net 9 and reinforcing rib 10 on supercrust 6
The globality for guaranteeing entire road surface reduces the cracked situation in road surface and occurs, to reduce since traffic thing occurs for crackle
Therefore situation occur.7 ° of inclinations for cooperating supercrust 6 by setting drainage ditch 15, enable rainwater quickly to arrange from road surface
Out, the case where reducing rainy day surface gathered water occurs.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (10)
1. the road structure that a kind of stable type prevents ground loose, which is characterized in that including ground (1), ground (1) upper end
It opens up jagged (2), is equipped with the first bed course (3) on the ground (1), first bed course (3), first bed course (3)
It is equipped with the second bed course (4), second bed course (4) is equipped with basal layer (5) far from one end of first bed course (3), described
Basal layer (5) is equipped with supercrust (6) far from one end of second bed course (4), the basal layer (5), the second bed course (4),
Through pre- pile anchoring (7) are equipped between first bed course (3) and ground (1), the supercrust (6) includes several concrete layers (8), institute
It states in concrete layer (8) and is equipped with reinforcement net (9), be connected between the reinforcement net (9) by reinforcing rib (10), the road
Surface layer (6), basal layer (5), the second bed course (4), the first bed course (3) and ground (1) two sides be equipped with baffle (11), the gear
Plate (11) side is fixed with transverse plate (12), and the transverse plate (12) is mutually agreed with the notch (2), the baffle (11) one
Side is fixed with triangle follow block (13).
2. the road structure that a kind of stable type stated according to claim 1 prevents ground loose, which is characterized in that first pad
Layer (3) is 3:7 cushion lime.
3. the road structure that a kind of stable type stated according to claim 1 prevents ground loose, which is characterized in that second pad
Layer (4) is blotter.
4. the road structure that a kind of stable type stated according to claim 1 prevents ground loose, which is characterized in that the basal layer
It (5) is concrete foundation layer.
5. the road structure that a kind of stable type stated according to claim 1 prevents ground loose, which is characterized in that the reinforcing rib
Net (9) is plastics reinforcement net.
6. the road structure that a kind of stable type stated according to claim 1 prevents ground loose, which is characterized in that the reinforcing rib
It (10) is plastics reinforcing rib.
7. the road structure for preventing ground loose according to a kind of stable type that claim 2 is stated, which is characterized in that first pad
Layer (3) with a thickness of 10CM.
8. the road structure that a kind of stable type stated according to claim 1 prevents ground loose, which is characterized in that the triangle supports
The side of plate (13) be welded with inclination bottom bar (14), it is described inclination bottom bar (14) length be more than or equal to one meter, and, the inclination
The tilt angle of bottom bar (14) is 75 °.
9. the road structure that a kind of stable type stated according to claim 1 prevents ground loose, which is characterized in that the supercrust
(6) side far from the basal layer (5) is sharp road surface, and, side of the supercrust (6) far from the basal layer (5)
Angle with horizontal direction is 7 °.
10. the road structure for preventing ground loose according to a kind of stable type that claim 9 is stated, which is characterized in that the road surface
The both ends of layer (6) offer drainage ditch (15), and the drainage ditch (15) is equipped with several water inlets, and the water inlet was equipped with
It filters door (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811322290.6A CN109252432A (en) | 2018-11-08 | 2018-11-08 | A kind of road structure that stable type prevents ground loose |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811322290.6A CN109252432A (en) | 2018-11-08 | 2018-11-08 | A kind of road structure that stable type prevents ground loose |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109252432A true CN109252432A (en) | 2019-01-22 |
Family
ID=65044518
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811322290.6A Pending CN109252432A (en) | 2018-11-08 | 2018-11-08 | A kind of road structure that stable type prevents ground loose |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109252432A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111809470A (en) * | 2020-07-17 | 2020-10-23 | 齐昊 | Structure and method for preventing cracks of road base layer and road subbase layer |
| CN114108412A (en) * | 2021-12-29 | 2022-03-01 | 浙江省交通运输科学研究院 | High-performance steel slag concrete road |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6079909A (en) * | 1995-04-26 | 2000-06-27 | Jte, Inc. | System and method for widening a highway and supporting a sound wall |
| GB2467129A (en) * | 2009-01-22 | 2010-07-28 | Brett Landscaping Ltd | Paving structure |
| CN205223770U (en) * | 2015-12-07 | 2016-05-11 | 山西省交通科学研究院 | Crowded close stake of rubble adds muscle roadbed structure |
| CN205804078U (en) * | 2016-07-19 | 2016-12-14 | 江西建工第二建筑有限责任公司 | A kind of pervious concrete pavement structure of band reinforcement |
| CN205893842U (en) * | 2016-08-09 | 2017-01-18 | 闫换英 | Roadbed structure |
| CN107700300A (en) * | 2017-10-17 | 2018-02-16 | 蒋昌霞 | A kind of safety protective road foundation |
-
2018
- 2018-11-08 CN CN201811322290.6A patent/CN109252432A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6079909A (en) * | 1995-04-26 | 2000-06-27 | Jte, Inc. | System and method for widening a highway and supporting a sound wall |
| GB2467129A (en) * | 2009-01-22 | 2010-07-28 | Brett Landscaping Ltd | Paving structure |
| CN205223770U (en) * | 2015-12-07 | 2016-05-11 | 山西省交通科学研究院 | Crowded close stake of rubble adds muscle roadbed structure |
| CN205804078U (en) * | 2016-07-19 | 2016-12-14 | 江西建工第二建筑有限责任公司 | A kind of pervious concrete pavement structure of band reinforcement |
| CN205893842U (en) * | 2016-08-09 | 2017-01-18 | 闫换英 | Roadbed structure |
| CN107700300A (en) * | 2017-10-17 | 2018-02-16 | 蒋昌霞 | A kind of safety protective road foundation |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111809470A (en) * | 2020-07-17 | 2020-10-23 | 齐昊 | Structure and method for preventing cracks of road base layer and road subbase layer |
| CN114108412A (en) * | 2021-12-29 | 2022-03-01 | 浙江省交通运输科学研究院 | High-performance steel slag concrete road |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109252432A (en) | A kind of road structure that stable type prevents ground loose | |
| CN206448125U (en) | A kind of express highway roadbed ruggedized construction | |
| CN211256535U (en) | A concrete road surface structure that permeates water for heavy-duty traffic | |
| CN211815317U (en) | Asphalt pavement | |
| CN213507862U (en) | Municipal administration road widen structure | |
| CN209924091U (en) | Rectangular side ditch structure for reducing roadbed water level and discharging road surface | |
| CN210315113U (en) | Permeable pavement | |
| CN206467514U (en) | A kind of roadbed | |
| CN214613395U (en) | Asphalt pavement structure capable of draining water and reducing noise | |
| CN111424495A (en) | Integrated kerbstone double-filtration drainage device and construction method | |
| CN213740384U (en) | Municipal administration road bed with prevent soil erosion and water loss | |
| CN217517282U (en) | Anti-seepage composite pavement structure | |
| CN216378973U (en) | Novel permeable pavement | |
| CN219825183U (en) | Protection device for wetland soft foundation and roadbed slope | |
| CN219886486U (en) | Permeable concrete pavement | |
| CN205115951U (en) | Porous pavement that can be used to driveway | |
| CN214831606U (en) | Permeable pavement structure based on inorganic material of building rubbish regeneration | |
| CN209456831U (en) | A kind of storage infiltration structure for Gobi desert terrain wind-light-electricity industrial zone road pavement | |
| CN215976695U (en) | Permeable pavement structure based on building rubbish crushed aggregates | |
| CN210657853U (en) | Non-motor vehicle lane road surface structure | |
| CN112726312A (en) | Highway subgrade settlement-preventing facility | |
| CN216006475U (en) | Rural highway thickening road surface structure | |
| CN212077535U (en) | High-strength high-permeability pavement system | |
| CN219568519U (en) | Roadbed structure with water permeable structure | |
| CN215714609U (en) | Drainage structures for public road bridge roof beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190122 |
|
| RJ01 | Rejection of invention patent application after publication |