CN207775744U - Lead rampart - Google Patents
Lead rampart Download PDFInfo
- Publication number
- CN207775744U CN207775744U CN201820033768.2U CN201820033768U CN207775744U CN 207775744 U CN207775744 U CN 207775744U CN 201820033768 U CN201820033768 U CN 201820033768U CN 207775744 U CN207775744 U CN 207775744U
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- CN
- China
- Prior art keywords
- wall
- fore
- steel column
- pedestal
- rampart
- Prior art date
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 49
- 239000010959 steel Substances 0.000 claims abstract description 49
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 23
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 10
- 239000004568 cement Substances 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 239000004575 stone Substances 0.000 claims 1
- 238000012423 maintenance Methods 0.000 abstract description 6
- 239000000203 mixture Substances 0.000 abstract description 3
- 210000002683 foot Anatomy 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model discloses one kind leading rampart, including, first wall and the second wall, intersect one end of first wall and the second wall, and the angle between first wall and the second wall is 60 °, first wall and the second wall have wall composition, the wall, including steel column pedestal, steel column, reinforcing prop, fore-set, fore-set pedestal and steel plate, the steel column is installed on steel column pedestal, the fore-set is arranged on fore-set pedestal, reinforcing rib is arranged between the steel column and fore-set, the steel plate is installed on steel column.With realize conducive to snowslide guiding and under let out, sturdy and durable and convenient later period maintenance advantage.
Description
Technical field
The utility model is related to the engineering control fields of anti-snowslide, and in particular, to one kind leading rampart.
Background technology
Currently, the engineering control of anti-snowslide according to its engineering characteristic can be divided into steady snow engineering, lead snow engineering, blocking engineering and
Slow resistance four kinds of main Types of engineering.It is common wherein to lead snow comparison between projects, there is job location to concentrate, expense is relatively low excellent
Point.Lead snow engineering be a kind of main avalanche protection engineering, lead snow engineering in general be located at groove side but with snowslide campaign mainstream
Line oblique is located at the upper side of transmission line of electricity column foot, and by the direction of motion of engineering change snowslide body, snowslide body is directed to
Scheduled path or place make it not endanger transmission line of electricity facility.It leads snow engineering and mainly leads snowbank.It is laid dry or slurry to lead snowbank
Build the structure that slabstone or galvanized wire cage are piled up.And it is in the prior art lead snowbank exist be unfavorable for snowslide guiding and under
It lets out, solidness is insufficient and the problem of later period maintenance inconvenience.
Utility model content
The purpose of this utility model is that in view of the above-mentioned problems, proposing that one kind leading rampart, to realize the guiding conducive to snowslide
It is let out under, sturdy and durable and convenient later period maintenance advantage.
To achieve the above object, the technical solution adopted in the utility model is：
One kind leading rampart, including, the first wall and the second wall, one end intersection of first wall and the second wall,
And the angle between first wall and the second wall is 60 °, first wall and the second wall have wall composition, institute
Wall, including steel column pedestal, steel column, reinforcing prop, fore-set, fore-set pedestal and steel plate are stated, it is vertical that the steel column is installed in steel
On base for post, the fore-set is arranged on fore-set pedestal, reinforcing rib is arranged between the steel column and fore-set, the steel plate is fixed
On steel column.
Further, the thickness of the steel plate is 5 to 20mm, and the height of the steel plate is 2m.
Further, between first wall and the angular bisector of angle and the vertical line of topographic contour of the second wall
Angle be not more than 30 °.
Further, the angular bisector of the angle of first wall and the second wall and the vertical line of topographic contour are flat
Row.
Further, the steel column pedestal and fore-set pedestal are made of cement and sandstone.
The technical solution of the utility model has the advantages that：
The technical solution of the utility model, by optimize wall between angle, to conducive to snowslide guiding and under let out
Purpose, and wall is using the standardization structure such as steel column pedestal, steel column, reinforcing prop, fore-set, fore-set pedestal and steel plate, from
And the component of the same area for leading rampart of different places is made to can be interchanged, reach later period maintenance easily a little, and steel construction
Have the characteristics that sturdy and durable.To realize be conducive to snowslide guiding and under let out, sturdy and durable and later period maintenance is easily excellent
Point.
Description of the drawings
Fig. 1 is the structural schematic diagram for leading rampart described in the utility model embodiment；
Fig. 2 is the structural schematic diagram for leading the wall section in rampart at A shown in FIG. 1；
Fig. 3 is the rearview of the wall described in the utility model embodiment.
In conjunction with attached drawing, reference numeral is as follows in the utility model embodiment：
The first walls of 1-；The second walls of 2-；The 3- snowslide directions of motion；4- column foots are built；5- steel column pedestals；6- fore-set bases
Seat；7- fore-sets；8- reinforcing ribs；9- steel columns；10- steel plates.
Specific implementation mode
The preferred embodiment of the utility model is illustrated below in conjunction with attached drawing, it should be understood that described herein excellent
It selects embodiment to be only used for describing and explaining the present invention, is not used to limit the utility model.
As shown in Figure 1, Figure 2 and Figure 3, one kind leading rampart, including, the first wall and the second wall, the first wall and second
One end of wall is intersected, and the angle between the first wall and the second wall is 60 °, and the first wall and the second wall have wall
It constitutes, wall, including steel column pedestal, steel column, reinforcing prop, fore-set, fore-set pedestal and steel plate, steel column are installed in steel column
On pedestal, fore-set is arranged on fore-set pedestal, reinforcing rib is arranged between steel column and fore-set, steel plate is installed on steel column.
Wherein, the thickness of preferred steel plate is 5 to 20mm on the basis of the above embodiments, and the height of steel plate is 2m.
Angle between the angular bisector and the vertical line of topographic contour of the angle of first wall and the second wall is not more than
30°.The angular bisector of the angle of preferred first wall and the second wall is parallel with the vertical line of topographic contour.Steel column pedestal
It is made of cement and sandstone with fore-set pedestal.
As shown in Figure 1, the design principle that the technical program leads rampart is, all are to let out under being conducive to let out under snowslide, guiding
Snowslide avoid column foot building be standard, standardization herringbone lead rampart use 2m high, the folder of lambdoid top twice wall
Angle is 60 °, and herringbone leads the angular bisector of rampart, it should it is parallel with the vertical line of topographic contour, even if can not be in parallel,
Between angle, also not be preferably greater than 30 degree, angle is the smaller the better, be conducive to snowslide guiding and under let out.
The rampart composition standardization herringbone of leading of the technical program leads rampart, and uses standardized architectural design and installation
Structure, easy for construction based on steel member, supplemented by cement building, structure standardization, different places lead the identical of rampart
The component at position can be interchanged.Later period maintenance is convenient.
Finally it should be noted that：The above descriptions are merely preferred embodiments of the present invention, 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 still can be with technical scheme described in the above embodiments is modified, or to which part technical characteristic
Carry out equivalent replacement.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. one kind leading rampart, which is characterized in that including, the first wall and the second wall, first wall and the second wall
One end is intersected, and the angle between first wall and the second wall is 60 °, and first wall and the second wall have wall
Body is constituted, the wall, including steel column pedestal, steel column, reinforcing prop, fore-set, fore-set pedestal and steel plate, and the steel column is solid
It is located on steel column pedestal, the fore-set is arranged on fore-set pedestal, and reinforcing rib is arranged between the steel column and fore-set, described
Steel plate is installed on steel column.
2. according to claim 1 lead rampart, which is characterized in that the thickness of the steel plate is 5 to 20mm, the steel plate
Height is 2m.
3. according to claim 1 or 2 lead rampart, which is characterized in that the angle of first wall and the second wall
Angle between angular bisector and the vertical line of topographic contour is not more than 30 °.
4. according to claim 3 lead rampart, which is characterized in that the angle of the angle of first wall and the second wall is flat
Separated time is parallel with the vertical line of topographic contour.
5. according to claim 4 lead rampart, which is characterized in that the steel column pedestal and fore-set pedestal are by cement and sand
Stone is constituted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820033768.2U CN207775744U (en) | 2018-01-09 | 2018-01-09 | Lead rampart |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820033768.2U CN207775744U (en) | 2018-01-09 | 2018-01-09 | Lead rampart |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207775744U true CN207775744U (en) | 2018-08-28 |
Family
ID=63222852
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820033768.2U Active CN207775744U (en) | 2018-01-09 | 2018-01-09 | Lead rampart |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207775744U (en) |
-
2018
- 2018-01-09 CN CN201820033768.2U patent/CN207775744U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |