CN206279410U - A kind of Duo Xue areas road crossing avalanche slide rock body subgrade drainage system - Google Patents
A kind of Duo Xue areas road crossing avalanche slide rock body subgrade drainage system Download PDFInfo
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- CN206279410U CN206279410U CN201620998478.2U CN201620998478U CN206279410U CN 206279410 U CN206279410 U CN 206279410U CN 201620998478 U CN201620998478 U CN 201620998478U CN 206279410 U CN206279410 U CN 206279410U
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Abstract
The utility model discloses a kind of Duo Xue areas road crossing avalanche slide rock body subgrade drainage system, including side slope, rhone；Also include：Gabion retaining wall, it is arranged in the rhone, and the gabion retaining wall includes pedestal and overlays the retaining wall on pedestal；Draining roadbed, it includes gradient roadbed, the first waterproof layer, the first microlith bed course, the first erosion control brush layer, drainage blanket, the second erosion control brush layer, the second microlith bed course, the second waterproof layer, embankment and top course successively from bottom to top；The draining roadbed and the side slope are respectively positioned at the front and back of gabion retaining wall.The road crossing avalanche slide rock body subgrade drainage system that the utility model is provided is applied to the roadbed of the severe cold large-scale slide rock body of many snow mountain area road crossings, with draining is rapid, the manager that suits measures to local conditions is reasonable, the characteristics of easy construction, solve the problems, such as that roadbed side slope draining is unfavorable during the large-scale avalanche slide rock body in many snow mountain areas of road crossing.
Description
Technical field
The utility model is related to highway subgrade water-proof drainage technical field, and more specifically, the utility model is related to one kind
Duo Xue areas road crossing avalanche slide rock body subgrade drainage system.
Background technology
With the development of transportation business, the mountain area that the increasing highway of China is avenged the severe cold more is built.Work as highway
When passing through large-scale avalanche slide rock body, can run into existing highway subgrade drainage system can not meet large-scale avalanche slide rock body area
Drainage requirement.Avalanche slide rock body area slope quality is soft, if bottom of slope generation rainwater soaks meeting when having rainfall, snowfall snow melt
Avalanche is caused, the stability of roadbed and the transportation function of highway communication is seriously threatened.High and cold mountain area is ecological weak, with rainy season or
The characteristics of person's snow melt season side slope flow rate of water flow is big, erosion is serious, the highway embankment stabilization to building causes great threat.
Winter severe cold period, if rainwater can not emptying rapidly, there is frost heave, serious destruction road under severe cold effect in the rainwater of residual
Base side slope and retaining wall structure.
Traditional highway subgrade water discharge method is to set an open drain along line alignment, and open drain is collected domatic
With the water that attacks of roadbed side slope excretion again by spaced transverse drain ditch arrange in a row it is middle discharge roadbed side slope beyond.This road
The discharge structure of base only considers from the project profile of common low altitude area, is not particularly suited for the large-scale avalanche slide rock avenged severe cold more
Body area.When many snow mountain areas of severe cold run into the seasons such as rainy season, snowfall, snow melt, it may occur that the current of big flow high flow rate collect
Leave from slide rock body surface face.Traditional gravity retaining wall protection side slope, its drainage pattern is to set drainpipe in wall bottom,
Drainage effect can not meet precipitate big flow high flow rate current.If can not discharge rapidly, rainwater can be long-pending behind in wall
Store, continuous lifting water level increases the stabilization that hydrostatic pressure threatens retaining wall, and in bottom of slope aggregation, soaks bottom of slope, it is likely that another
Secondary generation avalanche.When heavy showers occurs, more current can be collected at slide rock body, the design drainability of open drain is often
The drainage requirement at slide rock body can not be met, current can cover open drain and wash away roadbed, damage road surface.
Utility model content
A purpose of the present utility model is to solve at least the above, and provides the advantage that at least will be described later.
The utility model is it is also an object that provide a kind of suitable for many snow mountain area road crossing avalanche slide rocks of severe cold
Body subgrade drainage system, the drainage system has that draining is rapid, can avoid the retaining of Slope bottom, and it is tight to solve road crossing
Roadbed side slope draining unfavorable problem during Han Duo snow mountains area road crossing large-scale avalanche slide rock body.
The utility model is it is also an object that provide a kind of suitable for many snow mountain area road crossing avalanche slide rocks of severe cold
Body subgrade drainage system, the drainage system has suits measures to local conditions and the characteristics of easy construction, takes full advantage of highway cutting construction
A large amount of discarded building stones are left afterwards, the characteristics of with green economy ecological, environmental protective.
To achieve these goals, the utility model provides a kind of Duo Xue areas road crossing avalanche slide rock body subgrade drainage
System, including side slope and the rhone at the Slope bottom is opened in, also include：
Gabion retaining wall, it is arranged in the rhone, and the gabion retaining wall includes pedestal and overlays the base
Retaining wall on seat, the first gabion group that the pedestal is arranged in order by multiple along the Longitudinal extending direction of the rhone
Into the retaining wall is vertically superimposed by multilayer net cage and is formed, and every layer of net cage is arranged successively by multiple along the length direction of the pedestal
The second gabion composition of row, the multilayer net cage is connected with the anchor pole in side slope described in partial insertion respectively, to cause
The gabion retaining wall is connected with the side slope flexible；
Draining roadbed, it includes gradient roadbed, the first waterproof layer, the first microlith bed course, the first erosion control successively from bottom to top
Brush layer, drainage blanket, the second erosion control brush layer, the second microlith bed course, the second waterproof layer, embankment and top course, the gradient
One end of roadbed is flush with the bottom land of the rhone, and the height of one end of the gradient roadbed is higher than the other end, with shape
Into certain gradient, second waterproof layer is flushed with the upper surface of the pedestal and is connected；
Wherein, the size of second gabion is not more than the size of first gabion, the draining roadbed
With the side slope respectively positioned at the front and back of the gabion retaining wall.
Can be filled in discarded building stones in pedestal and retaining wall by the utility model, larger stone can be inserted into pedestal
In first gabion, some less rubbles are inserted in the second gabion of retaining wall, it is achieved thereby that waste resource
Recycling, it is economic and environment-friendly, and the characteristics of realize gabion retaining wall good water permeability, drainage pressure-reducing, can in rainy season set
Draining sluices, and stops mudstone, protects side slope and roadbed.
And by discarded building stones with draining roadbed so that draining roadbed has preferable drainage effect, pedestal
Interior to serve not only as the basis of gabion retaining wall filled with larger stone and larger gap can drainage permeable, can be by
The rainwater catchment that side slope leaves is discharged by the drainage blanket of draining roadbed, and the more traditional retaining wall of the method for designing sets draining
Ditch is more suitable for the precipitate instantaneous high-speed large-flow mountain torrents mud-rock flow of reply, being capable of draining rapidly, it is to avoid water level after retaining wall
Rise, hydrostatic pressure increase destroys retaining wall.The rainwater that side slope of embankment is flowed down can be received simultaneously, its stabilization is safeguarded.
Draining roadbed is made drainage blanket by the utility model with larger-size stone, the rainwater that can be left side slope
Rapid emptying, with significant drainage effect.Drainage blanket bottom sets certain gradient and is easy to emptying ponding.Avoid in frost heave
There is frost heave action destruction basic unit in season.
The accumulation superposition of second gabion is constituted retaining wall by the utility model, constitutes flexible structural system, and anchor pole is squeezed into
Side slope deep, for gabion retaining wall provides reliable antidumping and skid resistance.Different from traditional retaining wall by local punching
There is local failure when hitting, the utility model, can be during mud-rock flow temporary impact be resisted when Freshets roar down from the mountains
Cooperative bearing is deformed according to stressing conditions adjust automatically, the effect of whole retaining wall is played well, efficiency is higher.And rushed
Hitting after deforming can be by the method reparation of reset, simple and practical economy and facility.Simultaneously in the draining of filling large-size stone
Bed course level setting up and down matches somebody with somebody rational first microlith bed course, the second microlith bed course, the first waterproof layer and the second waterproof layer, it is to avoid water
Stream permeates up and down, is stored in draining roadbed and frost heaving failure occurs in frost heave season.
With anchor pole be connected gabion retaining wall by the utility model.So on the one hand can make gabion retaining wall in material-saving
In the case of constantly accumulation superposition raise, adapt to mountain area it is tall and big, on the other hand the engineering situation of gradient slope can make gabion earth-retaining
Wall turns into an entirety well with side slope.
Preferably, in described Duo Xue areas road crossing avalanche slide rock body subgrade drainage system, the drainage system is also
Including：
Protector, it is filled between the side slope and the gabion retaining wall.
Preferably, in described Duo Xue areas road crossing avalanche slide rock body subgrade drainage system, the protector by
Multiple ecology bag compositions, each ecology bag is built with the flourishing vegetable seeds of rhizome.
The utility model is built in view of frigid mountainous areas highway and causes destruction to the weak ecological environment in location, therefore
Certain measure need to be taken to recover ecological.The utility model landfill ecology bag after gabion retaining wall, to recovering original ecological ring
There is very big power-assisted in border.Plant germination is taken root in later stage ecology bag, and the protective action of side slope is further enhanced, by the side slope in later stage
Protective action is further upgraded.
Preferably, in described Duo Xue areas road crossing avalanche slide rock body subgrade drainage system, first protection against erosion
Layer is laid on the first microlith bed course by earth work grille net and is formed；
The second erosion control brush layer is laid on the drainage blanket by earth work grille net and is formed.
The drainage blanket is formed by ratchel laying.
Preferably, in described Duo Xue areas road crossing avalanche slide rock body subgrade drainage system, in every layer of net cage
Multiple second gabions between by steel wire lashing together；
And pass through steel wire lashing together between adjacent two-layer net cage.And the retaining wall and the pedestal are passed through into steel
Silk colligation together, while, can also be fixed on pedestal in rhone by the stability in order to increase gabion retaining wall.
Preferably, in described Duo Xue areas road crossing avalanche slide rock body subgrade drainage system, second gabion net
The ratio between length, width and height of case are 3:2:2.
Preferably, in described Duo Xue areas road crossing avalanche slide rock body subgrade drainage system, in every layer of net cage extremely
The quoit being connected with the anchor pole is welded with a few frame for second gabion.It is easy to the connection with anchor pole.
Preferably, in described Duo Xue areas road crossing avalanche slide rock body subgrade drainage system, the drainage blanket
Lower surface is gradient bottom surface, and the gradient of the gradient bottom surface is identical with the gradient of the gradient roadbed, the drainage blanket
Upper surface is horizontal end face
The utility model to the drainage system when constructing, it is necessary to note：
Gradient roadbed is easy to emptying ponding, and the gradient is suitable, it is to avoid the too small draining of the gradient is unfavorable and the gradient is excessive makes
It is unstable into each layer on gradient roadbed.The first microlith bed course and the second microlith bed course not can select the sharp grain of corner angle
Stone, it is to avoid destruction the first waterproof layer and the second waterproof layer, and the first erosion control brush layer is laid on the first microlith bed course, second
The second erosion control brush layer is laid under microlith bed course, can prevent current from washing away microlith, while drainage blanket need to select quality hard, water
The stone of good stability needs densification to tamp as filler, after the completion of laying, it is to avoid future settlement of subgrade.Ecology bag is built-in
Enter the flourishing vegetable seeds of the primary rhizome in location, so can both help recover the ecosystem that construction of road cutting is damaged,
Plant roots and stems bank protection can be played again.
Preferably, it is described in the construction method of described Duo Xue areas road crossing avalanche slide rock body subgrade drainage system
The lower surface of drainage blanket is gradient bottom surface, and the gradient of the gradient bottom surface is identical with the gradient of the gradient roadbed, described
The upper surface of drainage blanket is horizontal end face.
The utility model at least includes following beneficial effect：
1st, Duo Xue areas road crossing avalanche slide rock body subgrade drainage system described in the utility model is applied to snow more than severe cold
Mountain highway passes through the subgrade drainage of large-scale slide rock body, and the structure of its draining roadbed and gabion retaining wall is with permeable well
Property, the rainwater flowed down in side slope when rainy season set can discharge quickly, it is to avoid rainwater accumulation after retaining wall, harm retaining wall
Stability, while having good interception result to silt stone, it is to avoid mud-rock-flow-impact embankment road；Base in gabion retaining wall
The first gabion of filling large-size stone being capable of permeable draining in seat.When the current scour of big flow high flow rate is got off
When, the flourishing rapid emptying of drainage system energy, it is to avoid rainwater is accumulated；It is high that drainage blanket in draining roadbed can receive big flow
The current of flow velocity, the current discharge that will can be flowed down in side slope rapidly is not remained, and is safeguarded the water stability of roadbed and is avoided frost heave；
The upper and lower waterproof layer of drainage blanket can avoid infiltration of the drainage blanket reclaimed water to roadbed, make subgrade stability reliability.
2nd, the gabion retaining wall in Duo Xue areas road crossing avalanche slide rock body subgrade drainage system described in the utility model
It is flexible connection relation and side slope between, gabion retaining wall can be made constantly to raise, keep the stabilization of gabion retaining wall, is gabion
Retaining wall provides antiskid, anchorage, adapts to towering precipitous side slope protection, has the advantages that low cost.
3rd, Duo Xue areas road crossing avalanche slide rock body subgrade drainage system described in the utility model is recycled and builds public affairs
The waste stone that road leaves, turns waste into wealth, convenient material drawing, while substantial amounts of cement will not be consumed, environmental protection, easy construction,
Economy and facility.
4th, in gabion retaining wall in Duo Xue areas road crossing avalanche slide rock body subgrade drainage system described in the utility model
Landfill ecology bag, has very big power-assisted to recovering original ecological environment afterwards.Plant germination is taken root in later stage ecology bag, side slope it is anti-
Shield effect is further enhanced, by the side slope protection effect further upgrading in later stage.
Further advantage of the present utility model, target and feature embody part by following explanation, and part will also pass through
Research of the present utility model and practice are understood by the person skilled in the art.
Brief description of the drawings
Fig. 1 is the Duo Xue areas road crossing avalanche slide rock body subgrade drainage described in the one of embodiment of the utility model
The structural representation of system；
Fig. 2 is the Duo Xue areas road crossing avalanche slide rock body subgrade drainage described in the one of embodiment of the utility model
The structural representation of the gabion retaining wall of system；
Fig. 3 is the Duo Xue areas road crossing avalanche slide rock body subgrade drainage described in the one of embodiment of the utility model
The structural representation of the second gabion of system.
Specific embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings, to make those skilled in the art with reference to explanation
Book word can be implemented according to this.
It should be appreciated that it is used herein such as " have ", "comprising" and " including " term is not precluded from one or many
The presence or addition of individual other elements or its combination.
As shown in Figure 1, Figure 2 and Figure 3, a kind of Duo Xue areas road crossing is provided in the one of embodiment of the utility model
Avalanche slide rock body subgrade drainage system, including side slope 1 and the rhone 16 of the bottom of slope of the side slope 1 is opened in, also include：
Gabion retaining wall, it is arranged in the rhone 16, and the gabion retaining wall includes pedestal 2 and overlays described
Retaining wall 3 on pedestal 2, the first lattice that the pedestal 2 is arranged in order by multiple along the Longitudinal extending direction of the rhone 16
Guest's net cage 210 is constituted, and the retaining wall 3 is vertically superimposed by multilayer net cage and is formed, every layer of net cage by multiple along the pedestal 2 length
The second gabion 310 for being arranged in order of degree direction is constituted, the multilayer net cage respectively with side slope described in partial insertion 1 in anchor
Bar 4 is connected, to cause that the gabion retaining wall is flexibly connected with the side slope 1；
Draining roadbed, it includes that gradient roadbed 5, the first waterproof layer 6, the first microlith bed course 7, first are prevented successively from bottom to top
Erosional layer 8, drainage blanket 9, the second erosion control brush layer 10, the second microlith bed course 11, the second waterproof layer 12, embankment 13 and road surface face
Layer 14, one end and the bottom land of the rhone 16 of the gradient roadbed 5 are flush, and one end of the gradient roadbed 5 height
Degree is higher than the other end, and to form certain gradient, second waterproof layer 12 is flushed with the upper surface of the pedestal 2 and is connected；
Wherein, the size of second gabion 310 is not more than the size of first gabion 210, the row
Water route base and the side slope 1 are respectively positioned at the front and back of the gabion retaining wall.
Discarded building stones can be filled in pedestal 2 and retaining wall 3 in the embodiment, and larger stone is inserted into pedestal
In 2 the first gabion 210, some less rubbles are inserted in the second gabion 310 of retaining wall 3, so as to realize
The recycling of waste resource, it is economic and environment-friendly, and the characteristics of realize gabion retaining wall good water permeability, drainage pressure-reducing, in rainy season
Coming temporarily being capable of draining sluicing, stop mudstone, protection side slope and roadbed.
And by discarded building stones with draining roadbed so that draining roadbed has preferable drainage effect, pedestal 2
Interior to serve not only as the basis of gabion retaining wall filled with larger stone and larger gap can drainage permeable, can be by
The rainwater catchment that side slope leaves is discharged by the drainage blanket 9 of draining roadbed, and the more traditional retaining wall of the method for designing sets row
Ditch is more suitable for the precipitate instantaneous high-speed large-flow mountain torrents mud-rock flow of reply, being capable of draining rapidly, it is to avoid water after retaining wall
Position rises, hydrostatic pressure increase, destroys retaining wall.The rainwater that side slope of embankment is flowed down can be received simultaneously, its stabilization is safeguarded.
Draining roadbed is made drainage blanket 9 by the embodiment with larger-size stone, the rainwater that can be left side slope
Rapid emptying, with significant drainage effect.The bottom of drainage blanket 9 sets certain gradient and is easy to emptying ponding.Avoid freezing
There is frost heave action destruction basic unit in swollen season.
Second gabion 310 is accumulated superposition and constitutes retaining wall 3 by the embodiment, constitutes flexible structural system, anchor pole 4 dozens
Enter the deep of side slope 1, for gabion retaining wall provides reliable antidumping and skid resistance.Different from traditional retaining wall by part
There is local failure when impact, when Freshets roar down from the mountains, can be during mud-rock flow temporary impact be resisted according to stress
Situation adjust automatically deforms cooperative bearing, and the effect of whole retaining wall is played well, and efficiency is higher.And after the deformation that is hit
Can be by the method reparation of reset, simple and practical economy and facility.Simultaneously in the drainage blanket about 9 of filling large-size stone
Level is set and matches somebody with somebody rational first microlith bed course 7, the second microlith bed course 11, the first waterproof layer 6 and the second waterproof layer 12, it is to avoid current
Permeate up and down, be stored in draining roadbed and frost heaving failure occurs in frost heave season.
With anchor pole 4 be connected gabion retaining wall by the embodiment.So on the one hand can make gabion retaining wall in material-saving
In the case of constantly accumulation superposition raise, adapt to mountain area it is tall and big, on the other hand the engineering situation of gradient slope can make gabion earth-retaining
Wall turns into an entirety well with side slope.
Wherein in one embodiment, as shown in figure 1, described road crossing avalanche slide rock body subgrade drainage system of Duo Xue areas
System also includes：
Protector 15, it is filled between the side slope 1 and the gabion retaining wall.For example, the protector 15
It is made up of multiple ecology bags, each ecology bag is built with the flourishing vegetable seeds of rhizome.
The embodiment considers that frigid mountainous areas highway is built and causes destruction to the weak ecological environment in location, therefore needs
Certain measure is taken to recover ecological.The utility model landfill ecology bag after gabion retaining wall, to recovering original ecological environment
There is very big power-assisted.Plant germination is taken root in later stage ecology bag, and the protective action of side slope is further enhanced, and the side slope in later stage is prevented
Shield effect further upgrading.
Wherein in one embodiment, the first erosion control brush layer 8 is laid on the first microlith pad by earth work grille net
Formed on layer 7；
The second erosion control brush layer 10 is laid on the drainage blanket 9 by earth work grille net and is formed.
The drainage blanket 9 is formed by ratchel laying.
Wherein in one embodiment, tied up by steel wire between multiple second gabions 310 in every layer of net cage
Bind together；
And pass through steel wire lashing together between adjacent two-layer net cage.And pass through the retaining wall 3 and the pedestal 2
Steel wire lashing together, while, can also be fixed on pedestal 2 in rhone 16 by the stability in order to increase gabion retaining wall.
Wherein in one embodiment, as shown in figure 3, the ratio between length, width and height of second gabion 310 are 3:2:2.
Wherein in one embodiment, it is welded with least one of every layer of net cage frame of the second gabion 310
The quoit being connected with the anchor pole 4.It is easy to the connection with anchor pole 4.
Wherein in one embodiment, as shown in figure 1, the lower surface of the drainage blanket 9 is gradient bottom surface, and the slope
The gradient for spending bottom surface is identical with the gradient of the gradient roadbed 5, and the upper surface of the drainage blanket 9 is horizontal end face.It is easy to row
The draining of water subfill.
A kind of Duo Xue areas road crossing avalanche slide rock body subgrade drainage system described in any of the above described one embodiment is entered
During row construction, need to be constructed according to following description, specially：
Step one, open up a groove in the bottom of slope of side slope 1, and bottom land and side wall to the groove carries out cement mortar and smears
Face, to form rhone 16；Length direction in the rhone 16 and along the rhone 16 is arranged in order multiple fillings
There is the first gabion 210 of ratchel, and with steel wire lashing together to form pedestal 2, then along the length of the pedestal 2
Direction is arranged in order multiple the second gabions 310 filled with rubble and forms one layer of net cage, and multilayer net cage is vertically folded
Plus forming retaining wall 3, the pedestal 2 and the retaining wall 3 form gabion retaining wall by together with steel wire lashing, will be described many
Layer net cage is attached with the anchor pole 4 in side slope described in partial insertion 1 respectively, to cause the gabion retaining wall and the side slope
1 flexible connection；
Step 2, the roadbed that the base being located in front of the gabion retaining wall is built into certain slope, the roadbed
One end flushes with the bottom land of the rhone 16, the height of the height less than one end of the roadbed of the other end of the roadbed,
To form gradient roadbed 5；
Step 3, set waterproof material on the upper berth of gradient roadbed 5, form the first waterproof layer 6；In first waterproof layer
Microlith is laid on 6, to form the first microlith bed course 7；Earth work grille net is laid on the first microlith bed course 7, to form
One erosion control brush layer 8；Stone is laid on the first erosion control brush layer 8, to form drainage blanket 9, and densification is tamped；In the row
Earth work grille net is laid on water subfill 9, to form the second erosion control brush layer 10；Microlith is laid on the second erosion control brush layer 10,
To form the second microlith bed course 11；Set waterproof material on the upper berth of the second microlith bed course 11, and with the upper surface of the pedestal 2
Connection is flushed, to form the second waterproof layer 12；Carry out embankment 13 and top course 14 successively on second waterproof layer 12
Construction.
And for example in order to recover the ecological environment in many snow mountain areas of severe cold, protector is set at the rear of the gabion retaining wall
15, the protector 15 is the multiple ecology bags being filled between the side slope 1 and the gabion retaining wall, and is given birth to each
Load the flourishing vegetable seeds of rhizome in state bag.
When being constructed, it should be noted that：
Gradient roadbed 5 is easy to emptying ponding, and the gradient is suitable, it is to avoid the too small draining of the gradient is unfavorable and the gradient is excessive makes
It is unstable into each layer on gradient roadbed.The first microlith bed course 7 and the second microlith bed course 11 not can select corner angle cutting edge of a knife or a sword
Sharp grain stone, it is to avoid destruction the first waterproof layer 6 and the second waterproof layer 12, and lay the first protection against erosion on the first microlith bed course 7
Layer 8, lays the second erosion control brush layer 10 under the second microlith bed course 11, can prevent current from washing away microlith, while drainage blanket 9 is needed
Selection quality is hard, and the good stone of water stability needs densification to tamp as filler, after the completion of laying, it is to avoid future, roadbed was uneven
Sedimentation.Load the flourishing vegetable seeds of the primary rhizome in location in ecology bag, so can both help to recover construction of road cutting to cause
The ecosystem of destruction, can play plant roots and stems bank protection again.
Although embodiment of the present utility model is disclosed as above, it is not restricted in specification and implementation method
Listed utilization, it can be applied to various suitable fields of the present utility model completely, for those skilled in the art,
Other modification is easily achieved, therefore under the universal limited without departing substantially from claim and equivalency range, this reality
Specific details is not limited to new and shown here as the legend with description.
Claims (8)
1. a kind of Duo Xue areas road crossing avalanche slide rock body subgrade drainage system, including side slope and the Slope bottom is opened in
Rhone, it is characterised in that also include：
Gabion retaining wall, it is arranged in the rhone, and the gabion retaining wall includes pedestal and overlays on the pedestal
Retaining wall, the pedestal is made up of multiple along the first gabion that the Longitudinal extending direction of the rhone is arranged in order,
The retaining wall is vertically superimposed by multilayer net cage and is formed, and every layer of net cage is arranged in order by multiple along the length direction of the pedestal
Second gabion is constituted, and the multilayer net cage is connected with the anchor pole in side slope described in partial insertion respectively, described to cause
Gabion retaining wall is connected with the side slope flexible；
Draining roadbed, its from bottom to top successively include gradient roadbed, the first waterproof layer, the first microlith bed course, the first erosion control brush layer,
Drainage blanket, the second erosion control brush layer, the second microlith bed course, the second waterproof layer, embankment and top course, the gradient roadbed
One end is flush with the bottom land of the rhone, and the height of one end of the gradient roadbed is higher than the other end, certain to be formed
The gradient, second waterproof layer flushes with the upper surface of the pedestal and is connected；
Wherein, the size of second gabion is not more than the size of first gabion, and the draining roadbed and
The side slope is respectively positioned at the front and back of the gabion retaining wall.
2. Duo Xue areas road crossing avalanche slide rock body subgrade drainage system as claimed in claim 1, it is characterised in that also wrap
Include：
Protector, it is filled between the side slope and the gabion retaining wall.
3. Duo Xue areas road crossing avalanche slide rock body subgrade drainage system as claimed in claim 2, it is characterised in that described anti-
Protection unit is made up of multiple ecology bags, and each ecology bag is built with the flourishing vegetable seeds of rhizome.
4. Duo Xue areas road crossing avalanche slide rock body subgrade drainage system as claimed in claim 1, it is characterised in that described
One erosion control brush layer is laid on the first microlith bed course by earth work grille net and is formed；
The second erosion control brush layer is laid on the drainage blanket by earth work grille net and is formed；
The drainage blanket is formed by ratchel laying.
5. Duo Xue areas road crossing avalanche slide rock body subgrade drainage system as claimed in claim 1, it is characterised in that described every
Between multiple second gabions in layer net cage by steel wire lashing together；
And pass through steel wire lashing together between adjacent two-layer net cage.
6. Duo Xue areas road crossing avalanche slide rock body subgrade drainage system as claimed in claim 1, it is characterised in that described
The ratio between length, width and height of two gabions are 3:2:2.
7. Duo Xue areas road crossing avalanche slide rock body subgrade drainage system as claimed in claim 1, it is characterised in that every layer of net
The quoit being connected with the anchor pole is welded with the frame of the gabion of at least one of case second.
8. Duo Xue areas road crossing avalanche slide rock body subgrade drainage system as claimed in claim 1, it is characterised in that the row
The lower surface of water subfill is gradient bottom surface, and the gradient of the gradient bottom surface is identical with the gradient of the gradient roadbed, the row
The upper surface of water subfill is horizontal end face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620998478.2U CN206279410U (en) | 2016-08-30 | 2016-08-30 | A kind of Duo Xue areas road crossing avalanche slide rock body subgrade drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620998478.2U CN206279410U (en) | 2016-08-30 | 2016-08-30 | A kind of Duo Xue areas road crossing avalanche slide rock body subgrade drainage system |
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| Publication Number | Publication Date |
|---|---|
| CN206279410U true CN206279410U (en) | 2017-06-27 |
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| CN201620998478.2U Active CN206279410U (en) | 2016-08-30 | 2016-08-30 | A kind of Duo Xue areas road crossing avalanche slide rock body subgrade drainage system |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109826066A (en) * | 2019-03-14 | 2019-05-31 | 广西双象建设工程有限责任公司 | A kind of road structure and construction method of light soil roadbed combination steel-pipe pile |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826066A (en) * | 2019-03-14 | 2019-05-31 | 广西双象建设工程有限责任公司 | A kind of road structure and construction method of light soil roadbed combination steel-pipe pile |
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