CN106381877B - Dangerous Rock Body cuts the method and its structure of quadrel transhipment on a kind of high escarpment - Google Patents
Dangerous Rock Body cuts the method and its structure of quadrel transhipment on a kind of high escarpment Download PDFInfo
- Publication number
- CN106381877B CN106381877B CN201611079283.9A CN201611079283A CN106381877B CN 106381877 B CN106381877 B CN 106381877B CN 201611079283 A CN201611079283 A CN 201611079283A CN 106381877 B CN106381877 B CN 106381877B
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- China
- Prior art keywords
- sliding slot
- transhipment
- quadrel
- rock body
- steel pipe
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The present invention discloses the method and its structure that Dangerous Rock Body on a kind of high escarpment cuts quadrel transhipment, it includes being arranged in massif（1）On supporting rack（2）, sliding slot is equipped on supporting rack（3）, the sliding slot（3）It wriggles in S-shaped on massif, in sliding slot（3）Turning be equipped with energy dissipator, in sliding slot（3）Bottom is equipped with transferring platform（4）.The present invention can reduce difficulty of construction, reduce the construction period, while also can be cost-effective, reduce investment, reduce vegetation deterioration.
Description
Technical field
The present invention relates to methods and its structure that Dangerous Rock Body on a kind of high escarpment cuts quadrel transhipment, belong to transportation technology
Field.
Background technology
Southwestern China is regional, often there is more Dangerous Rock Body on high escarpment, and cut down on blasting removing is to administer Dangerous Rock Body
Preferable mode, be required for transporting to building stones from mountain behind the side of cutting and be transported outward again under mountain, the transport of block stone becomes the improvement of the crag side of cutting
Engineering a great problem, traditional means of transportation use hand haulage or Automobile Transportation after predominantly building builder's road, exist
It builds that transport routes are difficult, and costly, road technical indicator is difficult to meet Automobile Transportation requirement, leads to running car difficulty and not
Safety, transportation cost is high, and haulage time is long, takes time and effort；Building builder's road seriously destroys vegetation simultaneously.And use artificial fortune
It is defeated, it not only takes time and effort, unlucky stone on high escarpment, there is also huge security risks.Therefore big using mountain relief height difference
The characteristics of, a kind of transhipment sliding slot system is designed, cutting quadrel transhipment for Dangerous Rock Body is highly desirable.
Invention content
The technical problem to be solved in the present invention is to provide Dangerous Rock Body on a kind of high escarpment cut quadrel transhipment method and
Its structure can reduce difficulty of construction, reduce the construction period, while also can be cost-effective, reduce investment, reduce vegetation deterioration,
It can be with overcome the deficiencies in the prior art.
The technical scheme is that：Dangerous Rock Body cuts the method and its structure of quadrel transhipment on a kind of high escarpment, it
Including the supporting rack being arranged on massif, sliding slot is equipped on supporting rack, the sliding slot wriggles in S-shaped on massif, in cunning
The turning of slot is equipped with energy dissipator, and transferring platform is equipped in sliding slot bottom.
Above-mentioned energy dissipator is the rubber layer being fixed on on the inside of sliding slot.
Above-mentioned supporting rack includes two longitudinal steel pipes up and down being inserted vertically into rock and for firm longitudinal steel pipe
Skewed horizontal load steel pipe or pull-up anchor pole, are equipped with the lateral steel pipe for framework sliding slot, the lateral steel pipe on longitudinal steel pipe
U-shaped structure is upwardly-directed constituted with longitudinal steel pipe, plank or steel plate are laid on U-shaped structure, and be fixed.
It is isolated equipped with guardrail on the periphery of transferring platform.
Above-mentioned sliding slot is laid at turning by metallic plate.
The prior art compares, and Dangerous Rock Body cuts the method and its structure of quadrel transhipment on the high escarpment of the present invention, is supporting
Frame is equipped with sliding slot, stone can be transported to the foot of the hill from mountain by sliding slot in this way；
The sliding slot wriggles in S-shaped on massif, and sliding slot can be arranged according to landform in such structure, big to avoid
Tree or other barriers can control while capable of reducing vegetation deterioration and stone allowed to keep a smaller speed to downslide again
It falls, avoids the dangerous situation occurred because stone speed is too fast；It is equipped with energy dissipator at the turning of sliding slot, energy dissipator is to fix
Rubber layer on the inside of the sliding slot can play the role of the speed for slowing down stone and protection sliding slot, while smaller piece stone in this way
When to the impact of sliding slot can anti-stops stoneshot go out outside template；Above-mentioned supporting rack includes two up and down be inserted vertically into rock
Longitudinal steel pipe and the skewed horizontal load steel pipe for consolidating longitudinal steel pipe or pull-up anchor pole, are equipped on longitudinal steel pipe for framework cunning
The lateral steel pipe of slot, the lateral steel pipe upwardly-directed constitute U-shaped structure with longitudinal steel pipe, plank are laid on U-shaped structure
Or steel plate, and be fixed, such structure has the characteristics that installation and removal are convenient, meanwhile, such structure is more suitable for
Object and installation are transported on mountain with a varied topography；It is isolated equipped with guardrail on the periphery of transferring platform, such safety measure can be right
Pedestrian or people area of area at the foot of the hill protects, and avoids because the stone speed having is excessive to cause safety accident；Above-mentioned cunning
Slot is laid at turning by metallic plate, and such structure makes transhipment sliding slot more durable, and other to stone impact
Little transhipment sliding slot wooden structure, in this way can be greatly cost-effective.
Description of the drawings
Fig. 1 is the attachment structure schematic diagram of the present invention.
Fig. 2 is the cross section attachment structure schematic diagram of the present invention.
Fig. 3 is the cross-sectional structure schematic diagram at turning of the present invention.
Specific implementation mode
Embodiment 1. as shown in Figure 1, on a kind of high escarpment Dangerous Rock Body cut quadrel transhipment method and its structure, it
Including the supporting rack being arranged on massif 1, it being equipped with sliding slot 3 on supporting rack, the sliding slot 3 wriggles in S-shaped on massif,
The turning of sliding slot 3 is equipped with energy dissipator, is equipped with transferring platform 4 in 3 bottom of sliding slot, energy dissipator is to be fixed on 3 inside of sliding slot
On rubber layer 5, supporting rack includes two longitudinal steel pipes 6 up and down being inserted vertically into rock and for firm longitudinal steel pipe 6
Skewed horizontal load steel pipe 9 or pull-up anchor pole 10, are equipped with the lateral steel pipe 7 for framework sliding slot, the transverse direction on longitudinal steel pipe 6
Steel pipe 7 upwardly-directed constitutes U-shaped structure with longitudinal steel pipe 6, plank 8 or metallic plate is laid on U-shaped structure, and be fixed,
Guardrail isolation is set on the periphery of transferring platform 4, the sliding slot 3 is laid at turning by metallic plate.
When in use, in order to allow block stone quickly to glide and do not pop up outside sliding slot 3, block stone is fitted into gunnysack and is placed into
Transferring platform 4 is snapped down in sliding slot 3.
Claims (6)
1. a kind of method that Dangerous Rock Body cuts quadrel transhipment on high escarpment, it is characterised in that：This method is that branch is arranged in massif
Support builds the transhipment for cutting quadrel for Dangerous Rock Body by the s shape sliding slots of bottom of slope to top of the slope, with the sliding slot of s shapes on supporting rack
Come realize to transport stone speed limitation and avoid greatly set environmental protection purpose, sliding slot turning be arranged energy dissipator
For weakening stone to the impact force of sliding slot to protect sliding slot.
2. the method that Dangerous Rock Body cuts quadrel transhipment on high escarpment according to claim 1, it is characterised in that：Described
Energy dissipator is the rubber layer being fixed on on the inside of sliding slot.
3. Dangerous Rock Body cuts the structure of quadrel transhipment on a kind of high escarpment, it includes being arranged in massif（1）On supporting rack,
It is characterized in that：Sliding slot is equipped on supporting rack（3）, the sliding slot（3）It wriggles in being in s shapes on massif, in sliding slot（3）Turning
Place is equipped with energy dissipator, in sliding slot（3）Bottom is equipped with transferring platform（4）, the energy dissipator is to be fixed on sliding slot（3）Inside
On rubber layer（5）.
4. Dangerous Rock Body cuts the structure of quadrel transhipment on high escarpment according to claim 3, it is characterised in that：Described
Supporting rack includes the two longitudinal steel pipes up and down being inserted vertically into rock（6）With for firm longitudinal steel pipe（6）Skewed horizontal load
Steel pipe（9）Or pull-up anchor pole（10）, in longitudinal steel pipe（6）It is equipped with the lateral steel pipe for framework sliding slot（7）, the transverse direction
Steel pipe（7）With longitudinal steel pipe（6）U-shaped structure is upwardly-directed constituted, plank is laid on U-shaped structure（8）Or metallic plate, and by its
It is fixed.
5. Dangerous Rock Body cuts the structure of quadrel transhipment on high escarpment according to claim 3, it is characterised in that：It is transporting
Platform（4）Periphery equipped with guardrail be isolated.
6. Dangerous Rock Body cuts the structure of quadrel transhipment on high escarpment according to claim 3, it is characterised in that：Described
Sliding slot（3）It is laid with by metallic plate at turning.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611079283.9A CN106381877B (en) | 2016-11-30 | 2016-11-30 | Dangerous Rock Body cuts the method and its structure of quadrel transhipment on a kind of high escarpment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611079283.9A CN106381877B (en) | 2016-11-30 | 2016-11-30 | Dangerous Rock Body cuts the method and its structure of quadrel transhipment on a kind of high escarpment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106381877A CN106381877A (en) | 2017-02-08 |
| CN106381877B true CN106381877B (en) | 2018-11-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611079283.9A Active CN106381877B (en) | 2016-11-30 | 2016-11-30 | Dangerous Rock Body cuts the method and its structure of quadrel transhipment on a kind of high escarpment |
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| CN (1) | CN106381877B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110499770B (en) * | 2019-08-19 | 2020-11-24 | 三峡大学 | Device and method for preventing sliding of bearing rock mass |
| CN111287244A (en) * | 2020-02-05 | 2020-06-16 | 山东大学 | Safe and efficient device for disposal of waste slag in high-steep slope construction and use method thereof |
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| CN203192305U (en) * | 2013-04-04 | 2013-09-11 | 四川大学 | Experimental chute and experiment system thereof |
| CN103397636A (en) * | 2013-08-21 | 2013-11-20 | 北京华石纳固科技有限公司 | Vertical transportation system for mountain stone and transportation method of vertical transportation system |
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2016
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| CN104533442A (en) * | 2014-12-18 | 2015-04-22 | 中铁二院工程集团有限责任公司 | Rockfall prevention structure for tunnel portal |
| CN104594230A (en) * | 2015-01-26 | 2015-05-06 | 陈洪凯 | Side slope rolling stone rapid discharging structure used for protecting mountain highway |
| KR101605332B1 (en) * | 2015-08-18 | 2016-03-22 | 주식회사 토영기술단 | Construction method of stabilizing slope area using mineral fiber fabric form |
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| CN106381877A (en) | 2017-02-08 |
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