CN110424415A - A kind of side slope of railway bed, railway bed and construction method - Google Patents
A kind of side slope of railway bed, railway bed and construction method Download PDFInfo
- Publication number
- CN110424415A CN110424415A CN201910668027.0A CN201910668027A CN110424415A CN 110424415 A CN110424415 A CN 110424415A CN 201910668027 A CN201910668027 A CN 201910668027A CN 110424415 A CN110424415 A CN 110424415A
- Authority
- CN
- China
- Prior art keywords
- geotechnical grid
- side slope
- railway bed
- roadbed
- geotechnical
- 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
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2/00—General structure of permanent way
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/202—Securing of slopes or inclines with flexible securing means
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a kind of side slope of railway bed, railway bed and construction method, the side slope of the railway bed includes the support column of the geotechnical grid that preset quantity stacks from bottom to top and the fixed geotechnical grid；Roadbed filling is filled in the cell compartment of the geotechnical grid, the central filler of two neighbouring geotechnical grids has the roadbed filling of preset height；The bottom of the geotechnical grid is fixed in the upper end of the support column, and the lower end of the support column is inserted into the roadbed filling below the geotechnical grid.Side slope, railway bed and the construction method of railway bed of the invention can reduce cost, effectively greening and reduce land seizure.
Description
Technical field
The present invention relates to railway bed fields, and in particular to a kind of side slope of railway bed, railway bed and construction method.
Background technique
With common people trip increase and the development of railway technology, bullet train and corresponding high-speed railway are increasingly
It is more.
In order to ensure the safety and even running of High Speed Railway Trains, roadbed should have enough intensity, stability and resistance to
Long property.For this purpose, the side slope of roadbed is also required to have enough stability, in the prior art, side slope often uses TGXG+slurry
Slabstone arch is built to intercept water skeleton slope protection.But this structure has the disadvantage in that
1) mortar flag stone arch slope quantity of masonry is big, at high cost；
2) due to being mortar flag stone arch slope, not the soil of adequate thickness for plant growth or plant growth root system not
Surely, it can not effectively be afforested in roadbed side slope；
3) it is not suitable for the big side slope of gradient, side slope is made to occupy more soils.
Summary of the invention
In view of this, an embodiment of the present invention is intended to provide a kind of side slope of railway bed, railway bed and construction method, energy
It reduces cost, effectively greening and reduces land seizure.
In order to achieve the above objectives, the technical solution of the embodiment of the present invention is achieved in that
In a first aspect, the embodiment of the invention provides a kind of side slope of railway bed, the side slope of the railway bed includes
The support column of geotechnical grid and the fixed geotechnical grid that preset quantity stacks from bottom to top；The cell compartment of the geotechnical grid
Interior to be filled with roadbed filling, the central filler of two neighbouring geotechnical grids has the roadbed filling of preset height；Institute
The bottom of the geotechnical grid is fixed in the upper end for stating support column, and the lower end of the support column is inserted into below the geotechnical grid
In roadbed filling.
Preferably, in the width direction of roadbed, the outer end of the geotechnical grid of lower section is than the geotechnological lattice of top
The length of at least wide cell compartment in the outer end of room.
Preferably, the geotechnical grid includes base layer and the surface layer that is coated on outside base layer, and the base layer is steel
Silk and/or fiber filament are formed by connecting, and the surface layer is plastic material.
Preferably, the height of the geotechnical grid is 0.15 meter, and the cell compartment width of the geotechnical grid is 0.3 meter.
Preferably, the roadbed filling height of the neighbouring two geotechnical grid central fillers is 0.6 meter.
Preferably, the height of the support column is 2~4 times of the geotechnical grid height.
Preferably, the side slope further includes toe wall, and the toe wall is located at the side-lower of the geotechnical grid of bottom.
Second aspect, the embodiment of the invention provides a kind of railway bed, the two sides of the railway bed include institute above
The side slope for any one railway bed stated is filled with roadbed filling between the side slope of two railway beds；The road
The transverse width of the geotechnical grid of base two sides is greater than or equal to 3 meters.
The third aspect, the embodiment of the invention provides a kind of construction method of railway bed, the method is applied to above
The railway bed, which comprises
Roadbed filling is filled in two stifled toe walls and is compacted, and the roadbed filling after compacting is higher than the default height of the toe wall
Degree；
By support column, the geotechnical grid of preset quantity is fixed on roadbed filling from bottom to top；In the fixation soil
During work cell compartment, roadbed filling is filled in the cell compartment of the geotechnical grid, and in two neighbouring geotechniques
The roadbed filling of the central filler preset height of cell compartment.
Preferably, described to be fixed on the geotechnical grid of preset quantity on roadbed filling from bottom to top by support column, packet
It includes:
In the geotechnical grid on fixed upper layer, preset than the geotechnical grid of lower section to the retraction of roadbed center long
Degree.
Side slope, railway bed and the construction method of the railway bed of the embodiment of the present invention, by the way that geotechnical grid to be applied to
The side slope of railway bed can reduce cost, effectively greening and reduce land seizure.
Other beneficial effects of the embodiment of the present invention will combine specific technical solution furtherly in a specific embodiment
It is bright.
Detailed description of the invention
To describe the technical solutions in the embodiments of the present invention more clearly, make required in being described below to embodiment
Attached drawing makees brief description.It should be appreciated that drawings discussed below is only a part of attached drawing of the embodiment of the present invention, it is right
For those of ordinary skill in the art, without creative efforts, it can also be obtained according to these attached drawings
Its attached drawing.
Fig. 1 is the schematic diagram one of the side slope of railway bed of the embodiment of the present invention；
Fig. 2 is the schematic diagram two of the side slope of railway bed of the embodiment of the present invention；
Fig. 3 is the schematic diagram three of the side slope of railway bed of the embodiment of the present invention.
Specific embodiment
It should be noted that unless otherwise indicated and being limited, term " connection " should be done extensively in record of the embodiment of the present invention
Reason and good sense solution.For example, it may be electrical connection, the connection being also possible to inside two elements can be directly connected, can also pass through
Intermediary is indirectly connected.For the ordinary skill in the art, above-mentioned term can be understood as the case may be
Concrete meaning.The term " Yi Er third " such as related in the embodiment of the present invention is only the similar object of difference, not generation
Particular sorted of the indicator to object.It is to be appreciated that " first second third " can be interchanged in the case where permission it is specific
Sequence or precedence.
The embodiment of the invention provides a kind of side slope of railway bed, the side slope of the railway bed includes preset quantity
The support column of the geotechnical grid and the fixed geotechnical grid that stack from bottom to top；Road is filled in the cell compartment of the geotechnical grid
The centre of based filler, two neighbouring geotechnical grids is filled with the roadbed filling of preset height；The support column
Upper end be fixed on the bottom of the geotechnical grid, the roadbed filling below the geotechnical grid is inserted into the lower end of the support column
In.The geotechnical grid of preset quantity is depending on the height of roadbed.The centre of two neighbouring geotechnical grids
The preset height of roadbed filling be to comprehensively consider in roadbed solidness and construction cost and be arranged.
In one embodiment, in the width direction of roadbed, the outer end of the geotechnical grid of lower section is than top
The length of at least wide cell compartment in the outer end of the geotechnical grid.In this way, side slope is made to form a gradient, keep side slope firmer,
It is preferred embodiment.Moreover, being also convenient for plantation trees.It can afforest, it also can further reinforcing side slope.
In one embodiment, the geotechnical grid includes base layer and the surface layer that is coated on outside base layer, described
Base layer is that steel wire and/or fiber filament are formed by connecting, and the surface layer is plastic material.In this way, intensity is high, also there is certain corrosion resistant
Corrosion is preferred embodiment.
In one embodiment, the height of the geotechnical grid is 0.15 meter, and the cell compartment width of the geotechnical grid is
0.3 meter.This be size selection and soil property it is related.Different soil properties, may there is different requirements, and above-mentioned size is relatively suitble to
Most of soil property situations.
In one embodiment, the roadbed filling height of the neighbouring two geotechnical grid central fillers is
0.6 meter.In this way, side slope can be made firmer, construction cost can be also saved, is preferred embodiment.
In one embodiment, the height of the support column is 2~4 times of the geotechnical grid height.In this way, can
Keep side slope firmer, can also save construction cost, is preferred embodiment.
In one embodiment, the side slope further includes toe wall, and the toe wall is located at the geotechnical grid of bottom
Side-lower.In this way, side slope and ground contact position can be made firmer.
The embodiment of the invention also provides a kind of railway bed, the two sides of the railway bed include recited above any
A kind of side slope of railway bed is filled with roadbed filling between the side slope of two railway beds；The roadbed two sides
The transverse width of geotechnical grid is greater than or equal to 3 meters.
The embodiment of the invention also provides a kind of construction method of railway bed, the method is applied to iron recited above
Road roadbed, which comprises
Roadbed filling is filled in two stifled toe walls and is compacted, and the roadbed filling after compacting is higher than the default height of the toe wall
Degree；
By support column, the geotechnical grid of preset quantity is fixed in roadbed filling from bottom to top；The geotechnical grid
Cell compartment in be filled with roadbed filling, the centre of two neighbouring geotechnical grids is filled with the roadbed of preset height
Filler.
The preset height of the toe wall is generally set according to the height of roadbed and width, prevents the lateral shift of roadbed.
In one embodiment, described by support column, the geotechnical grid of preset quantity is fixed on road from bottom to top
In based filler, comprising:
In the geotechnical grid on fixed upper layer, preset than the geotechnical grid of lower section to the retraction of roadbed center long
Degree.In this way, side slope is made to form a gradient, keeps side slope firmer, be preferred embodiment.
Below in conjunction with drawings and the specific embodiments, the present invention will be described in further detail.It should be appreciated that this place is retouched
It states that specific examples are only used to explain the present invention, is not intended to limit the present invention；Also, the embodiments described below, only
It is a part of the embodiments of the present invention, instead of all the embodiments, those skilled in the art, according to these realities
Example is applied, all other embodiment obtained without creative efforts belongs to the scope of protection of the invention.
First embodiment
As shown in Figure 1-3, the two sides of the railway bed include side slope the embodiment of the invention provides a kind of railway bed
And the filler between the side slope of two railway beds.Described Fig. 1, Fig. 2 and Fig. 3 illustrate the feelings of side slope difference ratio of slope
Condition, wherein Fig. 3 is high abrupt slope, and ratio of slope can achieve 1:0.5.
Wherein, the side slope includes geotechnical grid 11, support column 21 and toe wall 31.The geotechnical grid 11 is from bottom to top
It stacks.Roadbed filling 41 is filled in the cell compartment of the geotechnical grid 11.In the geotechnical grid 11 of neighbouring two
Between be filled with preset height roadbed filling 41.The bottom of the geotechnical grid 11 is fixed in the upper end of the support column 21,
The lower end of the support column 21 is inserted into the roadbed filling 41 of 11 lower section of geotechnical grid.The toe wall 31 is located at bottom
Geotechnical grid 11 side-lower.Specifically, the support column 21 can be steel nail.In this way, support column is firm, service life
It is long.
Wherein, in the width direction of roadbed, the outer end of the geotechnical grid 11 of lower section is than the geotechnological lattice of top
The length of wide two cell compartments in the outer end of room 11.
Wherein, the geotechnical grid 11 include base layer (being not shown) and the surface layer that is coated on outside base layer
(being not shown), the base layer is formed by connecting for steel wire, and the surface layer is plastic material.Specifically, the steel wire
Elongation is lower, i.e., the described steel wire is made of the higher steel of tensile strength, such as can be medium carbon steel.Steel wire can be one kind
Muscle ability or skeleton, and plastics are covering material.Specifically, the geotechnical grid is two-way geotechnical grid.In this way, can bear multiple
The load in direction.
Wherein, the height of the geotechnical grid 11 is 0.15 meter, and the cell compartment width of the geotechnical grid 11 is 0.3 meter；Institute
The transverse width for stating the geotechnical grid of roadbed two sides is greater than or equal to 3 meters.It should be noted that attached drawing is not drawn strictly in proportion
System.
Wherein, 41 height of roadbed filling of neighbouring two 11 central fillers of geotechnical grid is 0.6 meter.
Wherein, the height of the support column 21 is 2~4 times of 11 height of geotechnical grid.
Wherein, in the longitudinal direction of the roadbed, the spacing of adjacent supports column 21 is 0.3~0.7 meter.
Second embodiment
In order to better understand railway bed, the work progress of the railway bed is described below, the process includes such as
Lower step:
Step 501: building toe wall 31 on ground.It is all built in the two sides of roadbed, the distance of two stifled toe walls 31 is roadbed
Width.Specifically, toe wall uses M10 mortar flag stone.In this way, stronger.Before building toe wall, smooth location item is answered
Part, guarantee roadbed levelling of the land, uniformly.Smooth location and the construction of foot wall are identical as conventional method.
Step 502: roadbed filling 41 is filled between two stifled toe walls 31.The roadbed filled between two stifled toe walls 31
Filler 41 needs to be higher by the certain height of toe wall 31.Geotechnical grid 11 can in this way will not be laid in short transverse too close,
Reduce cost.
Step 503: sequentially stacking geotechnical grid 11 on the roadbed filling 41 above toe wall 31.When stacking, in addition to soil
It needs to fill outside roadbed filling 41 in the cell compartment of work cell compartment 11, filling roadbed is also needed to fill out between geotechnical grid 11 and geotechnical grid 11
Material 41.It is too close that this can also make geotechnical grid 11 that will not be laid with, and reduces cost.
In addition, when stacking, on the roadbed filling 41 that needs to be fixed on geotechnical grid 11 by support column 21 lower section.That is institute
The bottom of the geotechnical grid 11 is fixed in the upper end for stating support column 21, and the geotechnical grid is inserted into the lower end of the support column 21
In the roadbed filling 41 of 11 lower sections.In the geotechnical grid 11 on fixed upper layer, than lower section the geotechnical grid 11 to
Roadbed center is retracted preset length.
Pave above geotechnical grid filler when, discharging equipment and panel distance be no less than 1.0m, equipment must not be not
It covers and is travelled in the cell compartment of filler.Forbid directly to roll geotechnical grid, forbids to be laid with the soil-shifting of (stress) direction along cell compartment.Meeting in this way
Damage geotechnical grid.
Step 504: the 11 roadbed paving filler 41 of geotechnical grid in roadbed the top.It is default to be higher by the geotechnical grid 11
Highly, it is related that it is laid with which kind of rail on this preset height and roadbed, does not repeat.
Step 505: trees 51 are planted in the side slope of the two sides of roadbed.I.e. in the cell compartment that geotechnical grid 11 exposes two sides
Plant trees 51.
The foregoing is only a preferred embodiment of the present invention, is not intended to limit the scope of the present invention, it is all
Made any modifications, equivalent replacements, and improvements etc. within the spirit and principles in the present invention, should be included in protection of the invention
Within the scope of.
Claims (10)
1. a kind of side slope of railway bed, which is characterized in that the side slope of the railway bed includes that preset quantity is a from bottom to top
The support column of the geotechnical grid of stacking and the fixed geotechnical grid；Roadbed filling is filled in the cell compartment of the geotechnical grid,
The central filler of two neighbouring geotechnical grids has the roadbed filling of preset height；The upper end of the support column is fixed
In the bottom of the geotechnical grid, the lower end of the support column is inserted into the roadbed filling below the geotechnical grid.
2. the side slope of railway bed according to claim 1, which is characterized in that in the width direction of roadbed, the institute of lower section
State the length of an outer end cell compartment at least wider than the outer end of the geotechnical grid of top for geotechnical grid.
3. the side slope of railway bed according to claim 1 or 2, which is characterized in that the geotechnical grid includes base layer
With the surface layer being coated on outside base layer, the base layer is that steel wire and/or fiber filament are formed by connecting, and the surface layer is plastics material
Matter.
4. the side slope of railway bed according to claim 3, which is characterized in that the height of the geotechnical grid is 0.15
Rice, the cell compartment width of the geotechnical grid are 0.3 meter.
5. the side slope of railway bed according to claim 4, which is characterized in that two neighbouring geotechnical grids
The roadbed filling height of central filler is 0.6 meter.
6. the side slope of railway bed according to claim 5, which is characterized in that the height of the support column is the geotechnique
2~4 times of cell compartment height.
7. the side slope of railway bed according to claim 5, which is characterized in that the side slope further includes toe wall, described
Toe wall is located at the side-lower of the geotechnical grid of bottom.
8. a kind of railway bed, which is characterized in that the two sides of the railway bed include described in claim 1~7 any one
Railway bed side slope, between the side slope of two railway beds be filled with roadbed filling；The soil of the roadbed two sides
The transverse width of work cell compartment is greater than or equal to 3 meters.
9. a kind of construction method of railway bed, which is characterized in that the method is applied to railway road according to any one of claims 8
Base, which comprises
Roadbed filling is filled in two stifled toe walls and is compacted, and the roadbed filling after compacting is higher than the toe wall preset height；
By support column, the geotechnical grid of preset quantity is fixed on roadbed filling from bottom to top；In the fixation geotechnological lattice
During room, roadbed filling is filled in the cell compartment of the geotechnical grid, and in two neighbouring geotechnical grids
Central filler preset height roadbed filling.
10. according to the method described in claim 9, it is characterized in that, described by support column, by the geotechnical grid of preset quantity
It is fixed on roadbed filling from bottom to top, comprising:
In the geotechnical grid on fixed upper layer, the geotechnical grid than lower section is retracted preset length to roadbed center.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910668027.0A CN110424415A (en) | 2019-07-23 | 2019-07-23 | A kind of side slope of railway bed, railway bed and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910668027.0A CN110424415A (en) | 2019-07-23 | 2019-07-23 | A kind of side slope of railway bed, railway bed and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110424415A true CN110424415A (en) | 2019-11-08 |
Family
ID=68412027
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910668027.0A Pending CN110424415A (en) | 2019-07-23 | 2019-07-23 | A kind of side slope of railway bed, railway bed and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110424415A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110939141A (en) * | 2019-11-26 | 2020-03-31 | 中铁第四勘察设计院集团有限公司 | Supporting construction of side slope |
-
2019
- 2019-07-23 CN CN201910668027.0A patent/CN110424415A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110939141A (en) * | 2019-11-26 | 2020-03-31 | 中铁第四勘察设计院集团有限公司 | Supporting construction of side slope |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206071600U (en) | A kind of rigid flexible system support system in swelling clay rock tunnel | |
| CN105274922B (en) | A kind of antiskid key steel-pipe pile composite construction and method for repairing landslide roadbed | |
| CN101560772A (en) | Prestressed grid anchorage technology for side slope governance | |
| CN107794887A (en) | A kind of mud-rock flow beneficial to ecological management is blocked structure and construction method | |
| AT509482B1 (en) | UNDER CONSTRUCTION FOR LOADING A CONSTRUCTION WORK OR AN OBJECT | |
| CN205225280U (en) | A combined supporting structure that is used for steel -pipe pile bar planting tunnel composite lining of soft base | |
| CN110424415A (en) | A kind of side slope of railway bed, railway bed and construction method | |
| CN205329425U (en) | Frost zone area high -speed railway road bed foundation bed | |
| CN202000234U (en) | Tray type U-shaped reinforced subgrade structure | |
| CN210737561U (en) | Side slope of railway roadbed and railway roadbed | |
| CN210066391U (en) | Shock attenuation environmental protection roadbed structure | |
| CN203007761U (en) | Grouting reinforcement structure for steel floral tube of existing railway roadbed under operation condition | |
| CN212316949U (en) | Supporting construction of side slope | |
| CN206408474U (en) | Cover plate and cover plate assembly | |
| CN211228536U (en) | Supporting construction of rock cutting slope | |
| CN214530265U (en) | Take steel ripple culvert pipe structure of EPS offloading board | |
| CN210529395U (en) | Highway subgrade settlement-preventing structure | |
| CN104631393A (en) | Asphalt concrete slab structure based on steel wire gauze and used for rock-fill dam | |
| CN109763388B (en) | Roadbed structure and construction method thereof | |
| CN209260448U (en) | One kind is constructed by karez high-speed railway Reinforced subgrade | |
| RU136815U1 (en) | WINTER ROAD CONSTRUCTION | |
| CN114197520A (en) | Novel energy-dissipation greening gabion retaining wall and construction method | |
| CN211368771U (en) | Pile-supported gabion retaining wall structure | |
| CN207362868U (en) | A kind of geotechnical grid flexible retaining wall sectional form | |
| CN110939141A (en) | Supporting construction of side slope |
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 |