CN208545758U - A kind of mud stone location roadbed high slope structure - Google Patents
A kind of mud stone location roadbed high slope structure Download PDFInfo
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- CN208545758U CN208545758U CN201821015022.5U CN201821015022U CN208545758U CN 208545758 U CN208545758 U CN 208545758U CN 201821015022 U CN201821015022 U CN 201821015022U CN 208545758 U CN208545758 U CN 208545758U
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- inclined slope
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Abstract
The utility model discloses a kind of mud stone location roadbed high slope structures, including the first level slope basis being set in sequence from high to low along mud stone massif, first inclined slope basis, second horizontal slope basis, second inclined slope basis, the horizontal slope basis of third, third inclined slope basis and concrete guard wall, the first level slope basis, first inclined slope basis, the anchoring beam being distributed in length and breadth is provided on the surface on the second horizontal slope basis and the second inclined slope basis, the first level slope basis, first inclined slope basis, second horizontal slope basis, second inclined slope basis, injected hole is offered on the basis of the horizontal slope basis of third and third inclined slope, cement mortar is perfused in the injected hole, first inclined slope basis and the second inclined slope basis are additionally provided with friction pile.The mud stone location roadbed high slope structure is had many advantages, such as stable structure, highly-safe, can be used with popularity.
Description
Technical field
The utility model belongs to building structure technology field, and in particular to a kind of mud stone location roadbed high slope structure.
Background technique
Mud stone refers to the clay of weak consolidation by moderate epigenesis (such as squeezing action, dehydration, recrystallization
Effect and cementation) form the rock of strong knot.It is to have consolidated diagenesis, but stratification is unobvious, or in bulk, locally lose
Plasticity meets the appositional pattern rock that water does not expand immediately.
High slope refers to soil-slope height greater than 10m, less than 100m or rock side slope height greater than 15m, less than 100m.
Wherein High Cut Slope is influenced by various unstable factors, becomes the more of the geological disasters such as landslide, avalanche and engineering accident
Location is sent out, the extensive concern of the related fieldss such as building, geology and highway construction design and construction personnel has been caused.
Utility model content
The purpose of this utility model is to provide a kind of mud stone location roadbed high slope structures, to solve above-mentioned background technique
The problem of middle proposition.
To achieve the above object, the utility model provides the following technical solutions: a kind of mud stone location roadbed high slope structure,
Including first level slope basis, the first inclined slope basis, the second horizontal slope base being set in sequence from high to low along mud stone massif
Plinth, the second inclined slope basis, the horizontal slope basis of third, third inclined slope basis and concrete guard wall, first level slope base
The anchor being distributed in length and breadth is provided on plinth, the first inclined slope basis, the second horizontal slope basis and the surface on the second inclined slope basis
Gu Liang, the first level slope basis, the first inclined slope basis, the second horizontal slope basis, the second inclined slope basis, third are horizontal
Injected hole is offered on the basis of slope basis and third inclined slope, is perfused with cement mortar in the injected hole, described first
Inclined slope basis and the second inclined slope basis are additionally provided with friction pile, in the concrete guard wall, the second inclined slope basis, third
Gap between inclined slope basis, the horizontal slope basis of third goes out to be filled with rock ballast backfill layer.
Preferably, first inclined slope basis and the second inclined slope basis offer the stake for friction pile to be arranged
Hole, the friction pile are each passed through the first inclined slope basis and the second inclined slope basis and squeeze into the inside of mud stone massif side slope.
Preferably, the anchoring beam is concrete structure, is filled with concrete layer between the anchoring beam and anchoring beam.
Preferably, the bottom end of the concrete guard wall is provided with the dowel being connected with batholith, buries in the concrete guard wall
Equipped with drainpipe.
Preferably, the surface of the anchoring beam offers the gutter being distributed in length and breadth, the longitudinal drainage ditch and laterally row
Ditch communicates with each other.
The technical effect and advantage of the utility model: the mud stone location roadbed high slope structure, the first inclined slope basis and
It is provided with friction pile at second inclined slope basis, substantially improves at the first inclined slope basis slope foot and the second inclined slope is basic
Stress state at slope foot, increases stability；Gap, construction are filled by the way that concrete guard wall is arranged, and with rock ballast backfill layer
It is convenient, the drag at the slope foot of third inclined slope basis is increased, efficiently solves the problems, such as landslide, landslide.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the concrete guard wall structural schematic diagram of the utility model；
Fig. 3 is the gutter schematic diagram of the utility model.
In figure: 1 anchoring beam, 2 first level slopes basis, 3 first inclined slopes basis, 4 second horizontal slope bases, 5 second are inclined
Slope basis, 7 rock ballasts backfill layer, 8 concrete guard walls, 9 third inclined slope bases, the horizontal slope basis of 10 thirds, 11 friction piles, 12
Injected hole, 13 drainpipes, 14 dowels, 15 concrete layers, 16 gutters.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
The utility model provides a kind of mud stone location roadbed high slope structure as shown in Figs. 1-3, including along mud stone
First level slope basis 2 that massif is set in sequence from high to low, the first inclined slope basis 3, the second horizontal slope basis 4, second incline
Slope basis 5, the horizontal slope basis 10 of third, third inclined slope basis 9 and concrete guard wall 8, first level slope basis 2,
The anchor being distributed in length and breadth is provided on the surface on the first inclined slope basis 3, the second horizontal slope basis 4 and the second inclined slope basis 5
Gu beam 1, first level slope basis 2, the first inclined slope basis 3, the second horizontal slope basis 4, the second inclined slope basis 5,
Injected hole 12 is offered on three horizontal slope bases 10 and third inclined slope basis 9, is perfused with cement in the injected hole 12
Mortar, first inclined slope basis 3 and the second inclined slope basis 5 are additionally provided with friction pile 11, the concrete guard wall 8,
Second inclined slope basis 5, third inclined slope basis 9, the gap between the horizontal slope basis 10 of third go out to be filled with rock ballast backfill layer
7。
Specifically, the first inclined slope basis 3 and the second inclined slope basis 5 are offered for friction pile 11 to be arranged
Stake holes, the friction pile 11 is each passed through the first inclined slope basis 3 and the interior of mud stone massif side slope is squeezed on the second inclined slope basis 5
Portion, the setting of friction pile 11 substantially improve the stress at basic 2 slope foots of the first inclined slope and at basic 4 slope foots of the second inclined slope
Situation.
Specifically, the anchoring beam 1 is concrete structure, concrete layer is filled between the anchoring beam 1 and anchoring beam 1
15, anchoring beam 1 substantially increases the stability and fastness of high slope structure.
Specifically, the bottom end of the concrete guard wall 8 is provided with the dowel 14 being connected with batholith, stable structure is improved
Property is embedded with drainpipe 13 in the concrete guard wall 8.
Specifically, the surface of the anchoring beam 1 offers the gutter 16 being distributed in length and breadth, longitudinal gutter 16 with
Lateral gutter 16 communicates with each other, and gutter 16 is for draining, and the bottom end in gutter 16 is connect with drainpipe 13.
Specifically, the mud stone location roadbed high slope structure is when in use, the first inclined slope basis 2 and the second inclined slope base
It is provided with friction pile 11 at plinth 4, substantially improves at basic 2 slope foots of the first inclined slope and at basic 4 slope foots of the second inclined slope
Stress state, increase stability；Gap is filled by the way that concrete guard wall 8 is arranged, and with rock ballast backfill layer 7, it is easy for construction,
The drag at basic 9 slope foots of third inclined slope is increased, efficiently solves the problems, such as landslide, landslide.The mud stone location roadbed flash
Slope structure is had many advantages, such as stable structure, highly-safe, can be used with popularity.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (5)
1. a kind of mud stone location roadbed high slope structure, including the first level slope being set in sequence from high to low along mud stone massif
Basic (2), the first inclined slope basic (3), the second horizontal slope basic (4), the second inclined slope basic (5), the horizontal slope basis of third
(10), third inclined slope basic (9) and concrete guard wall (8), it is characterised in that: the first level slope basic (2), first incline
The anchor being distributed in length and breadth is provided on the surface on slope basis (3), the second horizontal slope basic (4) and the second inclined slope basic (5)
Gu Liang (1), the first level slope basic (2), the first inclined slope basic (3), the second horizontal slope basic (4), the second inclined slope
Injected hole (12), the injected hole are offered in basic (5), the horizontal slope of third basic (10) and third inclined slope basic (9)
(12) cement mortar is perfused in, first inclined slope basic (3) and the second inclined slope basic (5) are additionally provided with friction pile
(11), on the concrete guard wall (8), the second inclined slope basic (5), third inclined slope basic (9), the horizontal slope basis of third
(10) gap between goes out to be filled with rock ballast backfill layer (7).
2. a kind of mud stone location roadbed high slope structure according to claim 1, it is characterised in that: first inclined slope
Basic (3) and the second inclined slope basic (5) offer the stake holes for friction pile (11) to be arranged, and the friction pile (11) is respectively
The inside of mud stone massif side slope is squeezed into across the first inclined slope basic (3) and the second inclined slope basic (5).
3. a kind of mud stone location roadbed high slope structure according to claim 1, it is characterised in that: the anchoring beam (1)
For concrete structure, concrete layer (15) are filled between the anchoring beam (1) and anchoring beam (1).
4. a kind of mud stone location roadbed high slope structure according to claim 1, it is characterised in that: the concrete guard wall
(8) bottom end is provided with the dowel (14) being connected with batholith, is embedded with drainpipe (13) in the concrete guard wall (8).
5. a kind of mud stone location roadbed high slope structure according to claim 1, it is characterised in that: the anchoring beam (1)
Surface offer the gutter (16) being distributed in length and breadth, the gutter (16) of longitudinal gutter (16) and transverse direction connects each other
It is logical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821015022.5U CN208545758U (en) | 2018-06-28 | 2018-06-28 | A kind of mud stone location roadbed high slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821015022.5U CN208545758U (en) | 2018-06-28 | 2018-06-28 | A kind of mud stone location roadbed high slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208545758U true CN208545758U (en) | 2019-02-26 |
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ID=65422198
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821015022.5U Active CN208545758U (en) | 2018-06-28 | 2018-06-28 | A kind of mud stone location roadbed high slope structure |
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| CN (1) | CN208545758U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113756337A (en) * | 2021-09-06 | 2021-12-07 | 百盛联合集团有限公司 | Slope structure reinforced by anchor rod |
-
2018
- 2018-06-28 CN CN201821015022.5U patent/CN208545758U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113756337A (en) * | 2021-09-06 | 2021-12-07 | 百盛联合集团有限公司 | Slope structure reinforced by anchor rod |
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