CN212294401U - Flexible branch leads system - Google Patents
Flexible branch leads system Download PDFInfo
- Publication number
- CN212294401U CN212294401U CN201720686272.0U CN201720686272U CN212294401U CN 212294401 U CN212294401 U CN 212294401U CN 201720686272 U CN201720686272 U CN 201720686272U CN 212294401 U CN212294401 U CN 212294401U
- Authority
- CN
- China
- Prior art keywords
- supporting
- longitudinal
- transverse
- ropes
- slope
- 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.)
- Active
Links
Images
Abstract
The utility model provides a system is led to flexibility branch, system is led to flexibility branch includes: the supporting columns are arranged along the longitudinal slope direction, and the height of each supporting column is gradually increased downwards along the slope surface; the top ends of the supporting ropes are crossed and anchored together, and the longitudinal supporting ropes on the two side edges incline outwards; the transverse supporting ropes are arranged on two sides of the supporting column along the transverse slope direction, one end of each transverse supporting rope is connected to the top of the supporting column, the other end of each transverse supporting rope is anchored on a mountain body where the corresponding longitudinal supporting rope is located, and each transverse supporting rope is provided with an energy dissipater; the intercepting nets are connected to the longitudinal supporting ropes and the transverse supporting ropes and are closed at the starting positions of the upper ends of the longitudinal slopes and the longitudinal side edges of the intercepting nets in a pasting mode to form flexible longitudinal guiding slope surfaces and transverse shunting slope surfaces. The system can conduct shunting guidance and directional accumulation on rockfall, rock collapse, soil blocks and the like in the mountainous region, and effective protection on target buildings is achieved.
Description
Technical Field
The utility model relates to a side slope protection engineering field, particularly, relates to a system is led to flexibility branch.
Background
At present, the field of domestic railway slope flexible protection mainly comprises an active net, a passive net, a curtain type net, shed tunnels and the like. The rock fall protection function can be well played for the respective applicable side slope types according to the respective protection principles. However, the protection mode has certain defects in the protection of slopes above railway tunnel portals: for example, for the protection of side slope rockfall above the tunnel portal of a railway, most of the existing lines and newly-built lines are provided with side slope active and passive protective nets, open cut tunnels, shed tunnels and other structures to prevent rockfall, but the protection has certain limitation due to large engineering quantity, high manufacturing cost and the like.
1. An active network: can effectively stabilize the rockfall in a short period, but along with the continuous weathering of side slope rocks, two drawbacks can appear in the initiative net: the metal net sheet has the phenomenon of bulging, the cleaning workload is large, and the collapse of the protective net can be caused for a long time; the prestress applied to the rock by the longitudinal and transverse supporting ropes 2 of the protective net is lost, so that the active net fails.
2. A passive net: because the net sheet of the passive net can be greatly deformed in the process of intercepting falling rocks, the passive net is too low, and the electrified equipment and the train on the railway are damaged by a larger buffer distance; the passive net is too high, and the falling rocks on the slope surface below the passive net cannot be protected; meanwhile, no matter the active network or the passive network is adopted, the intercepted falling rocks are difficult to clean, and the potential safety hazard can be formed due to excessive accumulation.
3. Curtain type net: the bottom of the curtain wire requires sufficient rockfall collection area, which is often not the case at the top of the tunnel opening.
4. Open cut tunnel, shed tunnel: open cut tunnels have high requirements on foundations, but many projects cannot meet the requirement due to complex terrains, and the impact resistance of open cut tunnels and shed tunnels is limited to a certain extent.
Disclosure of Invention
In order to solve the above-mentioned condition that is similar to tunnel portal slope protection technique not enough, the utility model discloses a system is led to flexible branch.
In order to realize the purpose, the utility model discloses a technical scheme as follows:
the utility model provides a system is led to flexibility branch, system is led to flexibility branch includes: the supporting columns are arranged along the longitudinal slope direction, and the lengths of the supporting columns are gradually increased along the slope surface downwards; the top ends of the supporting ropes are crossed and anchored together, and the longitudinal supporting ropes on the two side edges incline outwards; the transverse supporting ropes are arranged on two sides of the supporting column along the transverse slope direction, one end of each transverse supporting rope is connected to the top of the supporting column, the other end of each transverse supporting rope is anchored on a mountain body where the corresponding longitudinal supporting rope is located, and each transverse supporting rope is provided with an energy dissipater; the intercepting nets are connected to the longitudinal supporting ropes and the transverse supporting ropes and are closed at the starting positions of the upper ends of the longitudinal slopes and the longitudinal side edges of the intercepting nets in a pasting mode to form flexible longitudinal guiding slope surfaces and transverse shunting slope surfaces.
Preferably, pulling anchor ropes are arranged on two sides of the supporting column.
Preferably, the anchoring position of the anchor pulling rope position connected to the same supporting column is higher than that of the transverse supporting rope.
Preferably, the flexible branch guide system is arranged in bilateral symmetry, the central axis of the flexible branch guide system is arranged along a longitudinal slope of a mountain land, and the support columns are arranged on the central axis.
The principle of the utility model is that: by constructing an artificial slope (in the longitudinal direction and the transverse direction), the falling rocks intercepted by the upper curtain type net and subjected to energy consumption and speed reduction are intercepted and guided in a shunting manner, and the falling rocks can only move above the net surface and roll down to a designated position along the slope direction.
Compared with the prior art, the utility model discloses following beneficial effect has:
(1) the utility model discloses combine together the curtain formula net "guide" theory and the theory of "reposition of redundant personnel", realized falling the safe guide of stone and directional piling up effectively. The system can conduct shunting guidance and directional accumulation on rockfall, rock collapse, soil blocks and the like in mountainous regions, and effective protection on target buildings is achieved;
(2) the utility model can effectively solve the problem that the rockfall is hard to be cleaned;
(3) the utility model has simple structure, convenient maintenance and component replacement;
(4) the utility model discloses have good suitability, can complement each other with bright, shed tunnel, reduce the configuration requirement and the design degree of difficulty of bright, shed tunnel.
Drawings
Fig. 1 is a front view of the present invention.
Fig. 2 is a schematic side view of the present invention.
Fig. 3 is an axis measuring and indicating diagram of the present invention.
1-supporting columns, 2-transverse supporting ropes, 3-longitudinal supporting ropes, 4-anchor pulling ropes, 5-intercepting nets and 6-energy dissipaters.
Detailed Description
The present invention will be further described with reference to the following drawings and examples, and embodiments of the present invention include, but are not limited to, the following examples.
Examples
As shown in the figures, the flexible layering system of the present invention includes a flexible longitudinal guide slope and a flexible transverse flow diversion slope. The flexible shunt system comprises: the supporting columns 1 are arranged along the longitudinal slope direction, preferably, the system is arranged in a bilateral symmetry mode, the central axes of the supporting columns 1 are arranged along the longitudinal slope of the mountain land, the supporting columns 1 are arranged on the central axes, in order to better achieve guiding and flow dividing, the lengths of the supporting columns 1 are gradually increased downwards along the slope surface, so that the distance from the top end of the intercepting net 5 to the slope surface is gradually increased along the slope surface, and in order to enable the supporting columns 1 to be more stable, the two sides of each supporting column 1 are provided with anchor pulling ropes 4; the top ends of the three longitudinal supporting ropes 3 are intersected and anchored together, and the longitudinal supporting ropes 3 on the two side edges are inclined outwards; the support structure comprises transverse support ropes 2 arranged on two sides of a support column 1 along the cross slope direction, wherein one ends of the transverse support ropes 2 are connected to the top of the support column 1, the other ends of the transverse support ropes 2 are anchored on a mountain body at the position of a longitudinal support rope 3, and energy dissipaters 6 can be arranged on the transverse support ropes 2 according to needs; the intercepting net 5 is connected to the longitudinal and transverse supporting ropes 2, and the intercepting net 5 is closed in a pasting mode at the starting position of the upper end of the longitudinal slope and the longitudinal side edge to form a flexible longitudinal guiding slope surface and a flexible transverse shunting slope surface.
In order to increase the balance of the system, the anchor position of the pull anchor line 4 connected to the same support column 1 is higher than the anchor position of the transverse support line 2.
The flexible guide system is an auxiliary measure for protecting falling rocks at the tunnel portal, and the falling rocks enter the flexible guide system at a lower speed by arranging the curtain type net in the upper area of the flexible guide system, so that the phenomenon that the falling rocks rebound or puncture the net surface greatly due to overlarge impact speed is prevented.
For better guidance and diversion the height of the supporting column 1 increases gradually down the ramp.
The diversion width B, the guide length L, the tail end intercepting height H and the arrangement span can be considered according to actual conditions such as different gradients, falling rock tracks, protection energy levels and the like, because the initial position and the longitudinal side edges of the intercepting net 5 at the upper end of the longitudinal slope are closed in a pasting mode, falling rocks can only move on the net surface, and because the net surface has enough rigidity and has gradients in the longitudinal direction and the transverse direction, the falling rocks are difficult to stay on the net surface and can only roll down to two sides along the slope surface, and the diversion guide and directional accumulation effects are achieved.
According to the above embodiment, alright realize the utility model discloses well. It should be noted that, on the premise of the above design principle, in order to solve the same technical problem, even if some insubstantial changes or retouching are made on the basis of the disclosure of the present invention, the essence of the adopted technical solution is still the same as the present invention, so it should be within the scope of the present invention.
Claims (4)
1. A flexible shunt system, comprising: the support columns (1) are arranged along the longitudinal slope direction, and the length of each support column (1) is gradually increased along the slope surface; the top ends of the supporting ropes are crossed and anchored together, and the longitudinal supporting ropes (3) on the two side edges are inclined outwards; the supporting device comprises transverse supporting ropes (2) arranged on two sides of a supporting column (1) along the transverse slope direction, wherein one ends of the transverse supporting ropes (2) are connected to the top of the supporting column (1), the other ends of the transverse supporting ropes (2) are anchored on a mountain body where a longitudinal supporting rope (3) is located, and energy dissipaters (6) are arranged on the transverse supporting ropes (2); the intercepting net (5) is connected to the longitudinal supporting ropes (3) and the transverse supporting ropes (2), and the intercepting net (5) is closed in a manner that the initial position and the longitudinal side edge of the upper end of the longitudinal slope are attached to the ground to form a flexible longitudinal guiding slope surface and a flexible transverse shunting slope surface.
2. Flexible diverting system according to claim 1, characterized in that pulling lines (4) are arranged on both sides of the supporting column (1).
3. Flexible diverting system according to claim 2, characterized in that the anchoring position of the pull anchor lines (4) connected to the same supporting post (1) is higher than the anchoring position of the transverse supporting lines (2).
4. The flexible branch and guide system according to claim 3, wherein the flexible branch and guide system is arranged in bilateral symmetry, the central axis of the flexible branch and guide system is arranged along the longitudinal slope of the mountain land, and the plurality of support columns (1) are arranged on the central axis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720686272.0U CN212294401U (en) | 2017-06-13 | 2017-06-13 | Flexible branch leads system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720686272.0U CN212294401U (en) | 2017-06-13 | 2017-06-13 | Flexible branch leads system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212294401U true CN212294401U (en) | 2021-01-05 |
Family
ID=73931864
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720686272.0U Active CN212294401U (en) | 2017-06-13 | 2017-06-13 | Flexible branch leads system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212294401U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059670A (en) * | 2017-06-13 | 2017-08-18 | 四川睿铁科技有限责任公司 | Flexibility point guiding systems |
-
2017
- 2017-06-13 CN CN201720686272.0U patent/CN212294401U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059670A (en) * | 2017-06-13 | 2017-08-18 | 四川睿铁科技有限责任公司 | Flexibility point guiding systems |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109681228B (en) | Three-dimensional protection design method for rockfall disasters at tunnel portal | |
| CN205295975U (en) | Main passive hangover formula high performance protection network that mixes | |
| CN105256730B (en) | Main passive mixing trailing high-performance protective net | |
| CN106400772B (en) | A kind of anti-sand fence and sand prevention system | |
| CN104727239A (en) | High and vertical type sand-preventing barrier for high-wind-speed sandy areas | |
| AU2020101111A4 (en) | Cantilever truss supported resilient flexible protective shed tunnel | |
| CN102505643A (en) | Inclined inserting plate type sand blocking wall | |
| CN212294401U (en) | Flexible branch leads system | |
| CN107059894A (en) | Falling rocks flexibility point guiding systems | |
| CN108316172A (en) | Highway dust storm protection system and its construction method suitable for gobi strong wind area | |
| CN111719449A (en) | Falling stone buffering flexible protection system | |
| CN107059670A (en) | Flexibility point guiding systems | |
| CN208293455U (en) | A kind of three anti-fall stone structures of suspension cable rope net | |
| CN209429141U (en) | Slope of highway composite protection structure | |
| CN204825783U (en) | Ecological slope protection structure of dykes and dams upstream face | |
| CN106013227A (en) | Culvert structure, wind sand protection device and roadbed system | |
| CN108049319A (en) | Suitable for the road dust storm countermeasure system and its construction method of rolling topography | |
| CN105019369A (en) | Flexible protective net with main and assistant cable system | |
| CN207828986U (en) | Falling rocks flexibility divides guiding systems | |
| CN202482782U (en) | Doublet sand resistance structure for road protection in sandstorm area | |
| DE202020105498U1 (en) | A large-scale integrated platform for use in full-scale impact testing of multiple flexible protective structures | |
| CN201459742U (en) | Arch-shaped protection system | |
| CN201627154U (en) | Foreign material invasion rigid protective screen for high-speed railways | |
| CN212223906U (en) | Dangerous rock falling stone active guide system | |
| CN109736216B (en) | High-steep side slope dangerous rock falling stone protection method and combined stone blocking wall structure thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |