CN214364367U - Brick embankment for preventing river channel from scouring - Google Patents
Brick embankment for preventing river channel from scouring Download PDFInfo
- Publication number
- CN214364367U CN214364367U CN202120439889.9U CN202120439889U CN214364367U CN 214364367 U CN214364367 U CN 214364367U CN 202120439889 U CN202120439889 U CN 202120439889U CN 214364367 U CN214364367 U CN 214364367U
- Authority
- CN
- China
- Prior art keywords
- brick
- embankment
- road surface
- road
- basic unit
- 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.)
- Active
Links
Images
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model relates to a prevent brick embankment that river course erodeed, backfill the compact layer including road surface layer, road surface basic unit, road bed, brick structure, pine stake and plain soil, the road surface layer is located road surface basic unit top, and road surface basic unit's below is the road bed, builds brick structure in the below of the road surface basic unit of the one side that the embankment is close to water, brick structure's upper surface aligns with the road bed top surface, is provided with plain soil in brick structure's periphery and backfills the compact layer, and plain soil backfills the compact layer middle berth and is equipped with the pine stake.
Description
Technical Field
The utility model relates to an embankment specifically is a brick embankment that prevents river course and erode belongs to road bed engineering technical field.
Background
The base soil of the near-water machine plowed road is easily corroded by water flow, the water content of the soil is increased, the mechanical property similar to that of mucky soil is generated, the soil is soft, the bearing capacity is reduced, the soil of a pavement structure layer is easily subjected to a phenomenon of void, and particularly after river dredging, the void of the soil is more obvious. In the prior art, the construction waste is mostly adopted for replacement and filling, so that the bearing capacity can be improved, the repairing and reinforcing effects of the embankment are achieved, a road roller is required for compaction, the forming is inconvenient, the manufacturing cost is high, and the phenomenon of roadbed void under a road surface structure layer still occurs under the scouring of water flow. Therefore, if a river-facing anti-scouring brick-laid embankment which is simple in construction, low in manufacturing cost and capable of solving problems can be designed, the river-facing anti-scouring brick-laid embankment is meaningful work.
SUMMERY OF THE UTILITY MODEL
The utility model aims at creating a river embankment that is easy and simple to construct, and the cost is low can the solution problem again to realize the reinforcement requirement of low level road that is close to water.
The utility model discloses mainly realize through following technical scheme:
the utility model provides a prevent brick embankment that river course erodees which characterized in that: including road surface layer, road surface basic unit, road bed, brick structure, pine stake and plain soil backfill compaction layer, the road surface layer is located road surface basic unit top, and road surface basic unit's below is the road bed, builds brick structure in the below of the road surface basic unit of the one side that the embankment is close to water, the upper surface and the road bed top surface of brick structure align, are provided with plain soil backfill compaction layer in brick structure's periphery, and plain soil backfill compaction layer middle berth is equipped with the pine stake.
Furthermore, the bricks with the brick-laying structure are made of common sintered bricks MU 15.
Further, the gradient of the plain soil backfilled compacted layer is 1: 1.5.
Furthermore, the width of the brick structure is 0.4-1 meter, and the height is 0.5-1.5 meter.
Further, the length of the pine pile is 3-6 meters.
Further, the pile diameter of the pine pile is 10-20 cm.
Further, the distance between the pine piles is 10-30 cm.
Further, the mortar of the brick-laid structure adopts a strength grade of M7.5.
The brick structure is easy to fix in shape, can be deleted according to actual conditions, does not need a road roller for compaction, and omits construction steps.
Further, dense pine piles are driven at a position 0.5 m away from the roadside.
The utility model discloses a theory of operation is: the brick structure is replaced and filled in the place where the soil is weak and runs off due to erosion of water, so that the bearing capacity of the place is improved, and the requirement of safe driving is met; and then dense pine piles are driven at the periphery of the replacement and filling position to play a role in preventing future soil loss and preventing the displacement of a later brick structure.
The utility model discloses following beneficial technological effect has:
1. the utility model discloses building brick masonry structure in the below of the road surface structure of the one side that the embankment is close to water, not only easy fixed position shape, the increase and decrease of fragment of brick is carried out according to actual conditions to the convenience moreover, and the flexibility is strong.
2. The utility model discloses a structure of brick laying has not only reduced the construction degree of difficulty, does not need the road roller to enter the field and rolls, has reduced construction steps simultaneously, has reduced engineering cost.
3. The utility model discloses can be applicable to road roller discrepancy inconvenient road, the basic unit's reinforcement of restoration reinforcement and other low grade roads of waterside road embankment and so on, consequently, the utility model discloses there are great spreading value and application space in the road construction field.
Drawings
Fig. 1 is a cross-sectional view of a brick embankment for preventing river erosion.
Reference numerals:
1. pavement surface course, 2 pavement base course, 3 roadbed, 4 brick structure, 5 pine pile, 6 plain soil backfill compaction layer, 7 river
Surge of
Detailed Description
The technical solution of the present invention will be clearly and completely described below with reference to the accompanying drawing 1 of the specification, and the specific technical solution is:
this prevent brick embankment that river course erodeed, backfill the compact layer 6 including pavement layer 1, road surface basic unit 2, road bed 3, brick structure 4, pine stake 5 and plain soil, pavement layer 1 is located 2 tops of road surface basic unit, and the below of road surface basic unit 2 is road bed 3, builds brick structure 4 in the below of road surface basic unit 2 of the one side that the embankment is close to water, the upper surface of brick structure 4 aligns with 3 top surfaces of road bed, is provided with plain soil backfill compact layer 6 in the periphery of brick structure 4, and plain soil backfill the compact layer 6 in-lying and is equipped with pine stake 5.
Further, the bricks of the brick-laying structure 4 are made of common sintered bricks MU 15.
Further, the slope of the plain soil backfill compaction layer 6 is 1: 1.5.
Furthermore, the width of the brick structure 4 is 0.4-1 meter, and the height is 0.5-1.5 meter.
Further, the length of the pine pile 5 is 3-6 meters.
Further, the pile diameter of the pine pile 5 is 10-20 cm.
Further, the distance between the pine piles 5 is 10-30 cm.
Further, the mortar of the brick structure 4 adopts a strength grade of M7.5.
The brick structure 4 is easy to fix in shape, can be deleted according to actual conditions, does not need a road roller for compaction, and omits construction steps.
Further, dense pine piles 5 are driven at a position 0.5 m away from the roadside.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes may be made to the embodiment of the present invention by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (7)
1. The utility model provides a prevent brick embankment that river course erodees which characterized in that: including road surface layer, road surface basic unit, road bed, brick structure, pine stake and plain soil backfill compaction layer, the road surface layer is located road surface basic unit top, and road surface basic unit's below is the road bed, builds brick structure in the below of the road surface basic unit of the one side that the embankment is close to water, the upper surface and the road bed top surface of brick structure align, are provided with plain soil backfill compaction layer in brick structure's periphery, and plain soil backfill compaction layer middle berth is equipped with the pine stake.
2. A brick embankment for preventing river erosion according to claim 1, wherein: the brick with the brick-laying structure is made of a common sintered brick MU 15.
3. A brick embankment for preventing river erosion according to claim 1, wherein: the gradient of the plain soil backfill compaction layer is 1: 1.5.
4. A brick embankment for protection against river erosion according to any one of claims 1 to 3, wherein: the width of the brick structure is 0.4-1 meter, and the height is 0.5-1.5 meter.
5. A brick embankment for protection against river erosion according to any one of claims 1 to 3, wherein: the pine pile is 3-6 m long.
6. A brick embankment for protection against river erosion according to any one of claims 1 to 3, wherein: the pile diameter of the pine pile is 10-20 cm.
7. A brick embankment for protection against river erosion according to any one of claims 1 to 3, wherein: the distance between the pine piles is 10-30 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120439889.9U CN214364367U (en) | 2021-03-01 | 2021-03-01 | Brick embankment for preventing river channel from scouring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120439889.9U CN214364367U (en) | 2021-03-01 | 2021-03-01 | Brick embankment for preventing river channel from scouring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214364367U true CN214364367U (en) | 2021-10-08 |
Family
ID=77966964
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120439889.9U Active CN214364367U (en) | 2021-03-01 | 2021-03-01 | Brick embankment for preventing river channel from scouring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214364367U (en) |
-
2021
- 2021-03-01 CN CN202120439889.9U patent/CN214364367U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204059124U (en) | A kind of sand drain strong rammer grouting behind shaft or drift lining foundation reinforcing structure | |
| CN104131555B (en) | A kind of outsourcing water penetration concrete reinforced pipe crushed stone grouting pile and construction method thereof | |
| CN104278608A (en) | Novel highway embankment widened structure and construction method | |
| CN108330764B (en) | Shallow layer solidified pile bearing type embankment and construction method | |
| CN110144783B (en) | Roadbed construction method | |
| CN102561132A (en) | Plate supporting type embankment technology for post-construction settlement controlling of deep soft soil foundation on high-grade highway | |
| CN106592608A (en) | Differential settlement control method for new foundation and old roadbed of utility tunnel | |
| CN211228591U (en) | Steel fiber concrete gravity type retaining wall protective structure | |
| CN107841908A (en) | For eliminating the road structure of the high embankment lateral variation sedimentation in high-speed railway abrupt slope | |
| CN108487234B (en) | Construction method of cast-in-situ pile plate type platform wall | |
| CN213508795U (en) | Concrete module type inspection well shaft structure and concrete module brick | |
| CN207032212U (en) | A kind of stabilization by drainage structure of new and old roadbed in the firm splicing of watersplash | |
| CN210529400U (en) | Solidified building residue soil road structure | |
| CN214364367U (en) | Brick embankment for preventing river channel from scouring | |
| CN106869153A (en) | A kind of method of the quick soft soil foundation treatment of well-points dewatering | |
| CN111021378A (en) | Highway subgrade slope broken line type anchoring pile retaining structure and construction method thereof | |
| CN215976642U (en) | Soft foundation treatment structure for high-water-level deep garbage soil of coastal railway | |
| CN215976663U (en) | Excavation area composite foundation treatment structure crossing under high-voltage line | |
| CN206916686U (en) | A kind of subgrade protection system in debris flow gully | |
| CN210658236U (en) | Slag stacking structure | |
| CN218521536U (en) | Road bed construction structures | |
| CN109797616A (en) | A kind of water quenching ferronickel slag, which changes, doses muscle cushion layer structure and its construction method | |
| CN219604048U (en) | Existing railway high-filling roadbed widening structure | |
| CN216193708U (en) | High fill embankment deep soft soil district flexible pile composite foundation handles structure | |
| CN218540735U (en) | Marine anti-seepage cofferdam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |