CN207794109U - Expressway slope structure - Google Patents
Expressway slope structure Download PDFInfo
- Publication number
- CN207794109U CN207794109U CN201820112133.1U CN201820112133U CN207794109U CN 207794109 U CN207794109 U CN 207794109U CN 201820112133 U CN201820112133 U CN 201820112133U CN 207794109 U CN207794109 U CN 207794109U
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- China
- Prior art keywords
- supporting rod
- side slope
- anchored frame
- montant
- cross bar
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Abstract
Expressway slope structure, including side slope and anchored frame, side slope is equipped with soil horizon, protection network is equipped on soil horizon, anchored frame is arranged in the top of protection network, anchored frame includes integrally formed montant and cross bar, montant and cross bar are equipped with two or more, and the distance between adjacent montant or cross bar are 1~2 meter, montant and cross bar intersection are equipped with circular hole, fixed anchor is equipped in side slope, fixed anchor is equipped with supporting rod and is connected with one end of supporting rod, the other end of supporting rod is equipped with limit hole and sequentially passes through out side slope, soil horizon and circular hole, spacer pin is equipped in limit hole, the relative position of limit hole fixation supporting rod and anchored frame is worn above anchored frame by spacer pin.Fixed anchor is set in side slope, and fixed anchor is connected to anchored frame by supporting rod, and supporting rod is pierced by the circular hole of anchored frame, and passes through the limit hole on supporting rod that anchored frame is made to be connected with supporting rod by spacer pin, ensures the stability of side slope by this method.
Description
Technical field
The utility model is related to edge slope structure design fields, specifically expressway slope structure.
Background technology
Also day the problem of generally use of the highway as basic means of transportation in China, design and construction
Benefit is concerned, and the Slope Design in highway industry is a main problem.With the fast development of highway construction,
Building for mountainous area highway is more and more, and the design and application of side slope are also more and more, due to the influence of various geological conditions,
Phenomena such as deforming and coming down can occur because insecure in side slope, and side slope occurs deforming or coming down that more serious harm can be caused.
Utility model content
The purpose of this utility model is to provide expressway slope structure, to solve the side slope of highway because of structure not
Stablize and leads to the problem of slopes deformation or landslide.
In order to solve the above technical problems, the utility model uses following technical scheme：
Expressway slope structure, including side slope and anchored frame, the side slope are equipped with soil horizon, are laid on soil horizon
There are protection network, anchored frame to be arranged in the top of protection network；
The anchored frame includes integrally formed montant and cross bar, and the montant and cross bar are equipped with two or more, and
And the distance between adjacent montant or cross bar are 1~2 meter, the montant and cross bar intersection are equipped with circular hole；
Fixed anchor is equipped in side slope, the fixed anchor is equipped with supporting rod and is connected with one end of supporting rod, supporting rod
The other end is equipped with limit hole and sequentially passes through out side slope, soil horizon and circular hole, spacer pin is equipped in the limit hole, by limiting
Position pin wears the relative position that limit hole fixes supporting rod and anchored frame above anchored frame.
Preferably, the fixed anchor is in crescent, and the supporting rod is connected with the concave surface of fixed anchor.
Preferably, the supporting rod is equipped with barb, and the barb is equipped with two or more, and uniform on the surface of supporting rod
Distribution.
Preferably, the side slope is equipped with drainage ditch, and drainage ditch is connected to the gutter being arranged on the downside of side slope.
Preferably, each point of intersection of the protection network is equipped with annulus, and steel nail is equipped in annulus, and steel nail runs through soil horizon simultaneously
It pricks in side slope.
Preferably, the steel nail includes embedded division and the head of a nail, and the embedded division is cylindrical, the diameter and annulus of embedded division
Size match, the front end of embedded division is tapered, and the rear end of embedded division is connected with the head of a nail, and the head of a nail is rounded and the head of a nail
Diameter be more than annulus diameter.
Preferably, the size of the circular hole is adapted with the size of supporting rod, the size of the limit hole and spacer pin
Size is adapted.
Compared with prior art, the utility model has the beneficial effects that：Greening is played by the way that soil horizon is arranged in side slope
Effect, one layer of protection network is laid with outside soil horizon to prevent the landing of soil horizon, fixed anchor is set in side slope, fixed anchor is logical
It crosses supporting rod and is connected to anchored frame, supporting rod is pierced by the circular hole of anchored frame, and passes through the limit on supporting rod by spacer pin
Position hole makes anchored frame be connected with supporting rod, ensures the stability of side slope by this method.Pass through this expressway slope structure
Application, enhance the stability of side slope, prevent side slope from occurring deforming or come down, ensure that the safety of expressway up train.
Description of the drawings
Fig. 1 is the structural schematic diagram of expressway slope structure.
Fig. 2 is the front view of expressway slope structure.
Fig. 3 is the structural schematic diagram of supporting rod.
Fig. 4 is the structural schematic diagram of anchored frame.
Fig. 5 is the structural schematic diagram of protection network.
Fig. 6 is the structural schematic diagram of steel nail and annulus.
In figure：1, side slope；2, fixed anchor；3, supporting rod；4, soil horizon；5, anchored frame；6, protection network；7, drainage ditch；
8, gutter；9, steel nail；10, spacer pin；31, barb；32, limit hole；51, montant；52, cross bar；53, circular hole；61, annulus；
91, embedded division；92, the head of a nail.
Specific implementation mode
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
Fig. 1-6 shows the embodiment of expressway slope structure.
Embodiment one：
Expressway slope structure, including side slope 1 and anchored frame 5, side slope 1 are equipped with soil horizon 4,4 upper berth of soil horizon
Equipped with protection network 6, anchored frame 5 is arranged in the top of protection network 6, and anchored frame 5 includes integrally formed montant 51 and cross bar
52, montant 51 and cross bar 52 are equipped with two or more, and the distance between adjacent montant 51 or cross bar 52 are 1~2 meter, montant
51 and 52 intersection of cross bar be equipped with circular hole 53, be equipped with fixed anchor 2 in side slope 1, fixed anchor 2 be equipped with supporting rod 3 and with supporting rod 3
One end be connected, the other end of supporting rod 3 is equipped with limit hole 32 and sequentially passes through out side slope 1, soil horizon 4 and circular hole 53,
Spacer pin 10 is equipped in limit hole 32, wearing limit hole 32 above anchored frame 5 by spacer pin 10 fixes supporting rod 3 and anchor cable
The relative position of frame 5.
One layer of soil horizon 4 is set in side slope 1, green grass can be planted to play the role of greening, then in soil on soil horizon 4
It is laid with one layer of protection network 6 outside layer 4, is avoided that falling for soil horizon 4 by the way that protection network 6 is arranged, prevents soil horizon 4 from part occur de-
It falls and falls into highway and influence traffic, the fixed anchor 2 of setting in side slope 1, and fixed anchor 2 is connected by supporting rod 3
Anchored frame 5, anchored frame 5 is provided in except soil horizon 4 and protection network 6, can make the side slope simultaneously of anchored frame 5
1 and soil horizon 4 play support and firm effect.
Anchored frame 5 is arranged to integrally formed montant 51 and cross bar 52, and montant 51 and cross bar 52 are both provided with
Two or more, the distance between adjacent montant 51 or cross bar 52 are 1~2 meter, and the montant 51 and cross bar 52 of setting two or more make
Anchored frame 5 is obtained in sphere of movements for the elephants shape and the active area bigger of anchored frame 5, fixed effect can be allowed more preferable, it will be adjacent
The distance between montant 51 or cross bar 52 are 1~2 meter, prevent spacing excessive and keep the stability of anchored frame 5 relatively low, ensure that
The stability of this expressway slope structure.It is both provided with circular hole 53, fixed anchor 2 in each montant 51 and 52 intersection of cross bar
It is equipped with two or more with supporting rod 3, supporting rod 3 is sequentially passed through into out side slope 1, soil horizon 4 and circular hole 53, in supporting rod 3
It is pierced by the part of circular hole 53 one limit hole 32 of setting, limit hole 32 is being together in series by spacer pin 10 and by this side
Formula enables supporting rod 3 to link together with what anchored frame 5 consolidated.
By the application of this expressway slope structure, support and firm work are played to the side slope 1 of height both sides of highway
With, avoid side slope 1 occur slopes deformation and landslide, enhance the stability of expressway slope.
Embodiment two：
Fixed anchor 2 is in crescent, and supporting rod 3 is connected with the concave surface of fixed anchor 2, sets fixed anchor 2 to crescent, and
When the setting of anchor 2 will be fixed in side slope 1, inwardly towards arcuate surface by the concave surface of crescent, supporting rod 3 is fixed in concave surface
The heart can preferably fix the anchored frame 5 that 3 other end of supporting rod is connected to so that fixed anchor 2 can bear bigger pulling force.
Embodiment three：
Supporting rod 3 is equipped with barb 31, and barb 31 is equipped with two or more, and is uniformly distributed on the surface of supporting rod 3, passes through
Barb 31 is set on supporting rod 3, and when the anchored frame 5 connected on supporting rod 3 generates pulling force to supporting rod 3, supporting rod 3 is not
The balance of power can be only carried out by fixed anchor 2, moreover it is possible to certain resistance be generated by barb 31 and produced to balance anchored frame 5
Raw pulling force, not only improves stability, also reduces the stress of fixed anchor 2, increases the service life of fixed anchor 2.
Example IV：
Side slope 1 is equipped with drainage ditch 7, and drainage ditch 7 is connected to the gutter 8 being arranged on the downside of side slope 1, passes through and draining is arranged
7 side slope 1 of canal carries out drainage sunk well, prevent in side slope 1 water content excessively high and side slope 1 made to be deformed, avalanche, shallow failure or
Local wedge body sliding, drainage ditch 7 is equipped with two or more, and all drainage ditch 7 are connected to gutter 8, the water enable
It is flowed into gutter 8 to then flow by drainage ditch 7 and be processed elsewhere or the irrigation of crops.On drainage ditch 7
One end of side slope 1 is being provided with aperture, the size of aperture is identical as the cross-sectional sizes of spacer pin 10, is placed in spacer pin 10
When, the lower end of spacer pin 10 is fastened in aperture to play the role of fixed spacer pin 10.
Embodiment five：
Each point of intersection of protection network 6 is equipped with annulus 61, steel nail 9 is equipped in annulus 61, steel nail 9 is through soil horizon 4 and pricks
In side slope 1, it is respectively provided with an annulus 61 in each focal point of protection network 6, each equal annulus 61 is arranged there are one steel nail
9, steel nail 9 is penetrated through into soil horizon 4 and is fixed in side slope 1, it just can be by the collective effect of steel nail 9 and annulus 61 by protection network
6 are fixed.
Embodiment six：
Steel nail 9 includes embedded division 91 and the head of a nail 92, and embedded division 91 is cylindrical, and the diameter of embedded division 91 is big with annulus 61
Small to match, the front end of embedded division 91 is tapered, and the rear end of embedded division 91 is connected with the head of a nail 92, and the head of a nail 92 is rounded and the head of a nail
92 diameter is more than the diameter of annulus 61.Steel nail 9 is divided for embedded division 91 and the head of a nail 92, in order to enable steel nail 9 preferably to pass through
Annulus 61 is that just the diameter of embedded division 91 is arranged to match with annulus 61 size with fixed protection net 6, enables embedded division 91
Just stick into annulus 61, and set the front end of embedded division 91 to taper, the front end of taper can enable steel nail 9 preferably prick into
Soil horizon 4 and side slope 1, at the same the diameter of the ratio annulus 61 of the diameter of the head of a nail 92 setting is big, when steel nail 9 is thrown into, just can
Annulus 61 is blocked by the head of a nail 92, is played the role of to annulus 61 fixed.
Embodiment seven：
The size of circular hole 53 is adapted with the size of supporting rod 3, and the size of limit hole 32 is mutually fitted with the size of spacer pin 10
Match, the size of circular hole 53 is arranged to be adapted with the size of supporting rod 3, ensures that supporting rod 3 can pass through circular hole 53, by limit hole
32 are sized to be adapted with the size of spacer pin 10, can be fastened on by spacer pin 10 in limit hole 32 with reach by
The purpose that anchored frame 5 is connected with supporting rod 3.
Although reference be made herein to the utility model is described in multiple explanatory embodiments of the utility model, still,
It should be understood that those skilled in the art can be designed that a lot of other modification and implementations, these modifications and implementations
It will fall within scope and spirit disclosed in the present application.More specifically, it discloses in the application, drawings and claims
In range, a variety of variations and modifications can be carried out to the building block and/or layout of theme combination layout.In addition to building block
And/or outside the modification and improvement of layout progress, to those skilled in the art, other purposes also will be apparent.
Claims (7)
1. expressway slope structure, including side slope（1）And anchored frame（5）, it is characterised in that：The side slope（1）It is equipped with
Soil horizon（4）, soil horizon（4）On be equipped with protection network（6）, anchored frame（5）It is arranged in protection network（6）Top；
The anchored frame（5）Including integrally formed montant（51）And cross bar（52）, the montant（51）And cross bar（52）
Equipped with two or more, and adjacent montant（51）Or cross bar（52）The distance between be 1~2 meter, the montant（51）And cross bar
（52）Intersection is equipped with circular hole（53）；
Side slope（1）It is interior to be equipped with fixed anchor（2）, the fixed anchor（2）It is equipped with supporting rod（3）And and supporting rod（3）One end phase
Even, supporting rod（3）The other end be equipped with limit hole（32）And sequentially pass through out side slope（1）, soil horizon（4）And circular hole
（53）, the limit hole（32）It is interior to be equipped with spacer pin（10）, by spacer pin（10）From anchored frame（5）Top wears limit hole
（32）Fixed supporting rod（3）And anchored frame（5）Relative position.
2. expressway slope structure according to claim 1, it is characterised in that：The fixed anchor（2）In crescent, institute
State supporting rod（3）With fixed anchor（2）Concave surface be connected.
3. expressway slope structure according to claim 1, it is characterised in that：The supporting rod（3）It is equipped with barb
（31）, the barb（31）Equipped with two or more, and in supporting rod（3）Surface be uniformly distributed.
4. expressway slope structure according to claim 1, it is characterised in that：The side slope（1）It is equipped with drainage ditch
（7）, drainage ditch（7）With setting in side slope（1）The gutter of downside（8）Connection.
5. expressway slope structure according to claim 1, it is characterised in that：The protection network（6）Each intersection point
Place is equipped with annulus（61）, annulus（61）It is interior to be equipped with steel nail（9）, steel nail（9）Through soil horizon（4）And it pricks in side slope（1）It is interior.
6. expressway slope structure according to claim 5, it is characterised in that：The steel nail（9）Including embedded division
（91）And the head of a nail（92）, the embedded division（91）It is cylindrical, embedded division（91）Diameter and annulus（61）Size match,
Embedded division（91）Front end it is tapered, embedded division（91）Rear end and the head of a nail（92）It is connected, the head of a nail（92）It is rounded and
The head of a nail（92）Diameter be more than annulus（61）Diameter.
7. expressway slope structure according to claim 1, it is characterised in that：The circular hole（53）Size and support
Bar（3）Size be adapted, the limit hole（32）Size and spacer pin（10）Size be adapted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820112133.1U CN207794109U (en) | 2018-01-23 | 2018-01-23 | Expressway slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820112133.1U CN207794109U (en) | 2018-01-23 | 2018-01-23 | Expressway slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794109U true CN207794109U (en) | 2018-08-31 |
Family
ID=63269418
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820112133.1U Expired - Fee Related CN207794109U (en) | 2018-01-23 | 2018-01-23 | Expressway slope structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207794109U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109958138A (en) * | 2019-04-15 | 2019-07-02 | 中国水电顾问集团贵阳勘测设计研究院岩土工程有限公司 | A kind of broken Rock And Soil cut slope flexible shoring ruggedized construction and reinforcement means |
| CN111254948A (en) * | 2020-01-19 | 2020-06-09 | 深圳市鼎邦工程有限公司 | Ecological slope protection structure and ecological slope protection method |
| CN113179864A (en) * | 2021-04-25 | 2021-07-30 | 中煤长江基础建设有限公司 | Slope greening ecological management system |
| CN114263182A (en) * | 2020-09-16 | 2022-04-01 | 深圳市能亿建设工程有限公司 | Foundation pit supporting system |
-
2018
- 2018-01-23 CN CN201820112133.1U patent/CN207794109U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109958138A (en) * | 2019-04-15 | 2019-07-02 | 中国水电顾问集团贵阳勘测设计研究院岩土工程有限公司 | A kind of broken Rock And Soil cut slope flexible shoring ruggedized construction and reinforcement means |
| CN111254948A (en) * | 2020-01-19 | 2020-06-09 | 深圳市鼎邦工程有限公司 | Ecological slope protection structure and ecological slope protection method |
| CN114263182A (en) * | 2020-09-16 | 2022-04-01 | 深圳市能亿建设工程有限公司 | Foundation pit supporting system |
| CN113179864A (en) * | 2021-04-25 | 2021-07-30 | 中煤长江基础建设有限公司 | Slope greening ecological management system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180831 Termination date: 20220123 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |