CN206418508U - Dangerous Rock Body cuts the structure of quadrel transhipment on a kind of high escarpment - Google Patents

Dangerous Rock Body cuts the structure of quadrel transhipment on a kind of high escarpment Download PDF

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Publication number
CN206418508U
CN206418508U CN201621298333.8U CN201621298333U CN206418508U CN 206418508 U CN206418508 U CN 206418508U CN 201621298333 U CN201621298333 U CN 201621298333U CN 206418508 U CN206418508 U CN 206418508U
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CN
China
Prior art keywords
chute
transhipment
quadrel
steel pipe
rock body
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.)
Withdrawn - After Issue
Application number
CN201621298333.8U
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Chinese (zh)
Inventor
史文兵
韩庆楼
肖庆方
杨贞荣
王勇
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Guizhou University
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Guizhou University
Priority date (The priority date 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 date listed.)
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Publication date
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Priority to CN201621298333.8U priority Critical patent/CN206418508U/en
Application granted granted Critical
Publication of CN206418508U publication Critical patent/CN206418508U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses the structure that Dangerous Rock Body on a kind of high escarpment cuts quadrel transhipment, and it includes being arranged in massif(1)On support frame, on support frame be provided with chute(3), described chute(3)Wriggle in S-shaped on massif, in chute(3)Turning be provided with energy dissipator, in chute(3)Bottom is provided with transferring platform(4).The utility model can reduce difficulty of construction, reduce the construction period, while also can be cost-effective, reduce investment, reduce vegetation deterioration.

Description

Dangerous Rock Body cuts the structure of quadrel transhipment on a kind of high escarpment
Technical field
The utility model is related to the structure that Dangerous Rock Body on a kind of high escarpment cuts quadrel transhipment, belongs to transportation technology neck Domain.
Background technology
Often there is more Dangerous Rock Body on Southwestern China area, high escarpment, it is to administer Dangerous Rock Body that cut down on blasting, which is removed, Preferable mode, be required for transporting to building stones from mountain behind its side of cutting and transported outward again under mountain, the transport of block stone turns into the improvement of the crag side of cutting Engineering a great problem, traditional means of transportation is mainly to build after builder's road using hand haulage or Automobile Transportation, is existed Build that transport routes are difficult, costly, road technical indicator is difficult to meet Automobile Transportation requirement, cause running car difficult and not Safety, cost of transportation is high, and haulage time is long, takes time and effort;Build builder's road heavy damage vegetation simultaneously.And use people's labour movement It is defeated, not only take time and effort, unlucky stone on high escarpment also has huge potential safety hazard.Therefore it is big using the mountain relief discrepancy in elevation The characteristics of, a kind of transhipment chute system of design is cut quadrel transhipment for Dangerous Rock Body and is highly desirable to.
The content of the invention
The technical problems to be solved in the utility model is to provide the knot that Dangerous Rock Body on a kind of high escarpment cuts quadrel transhipment Structure, can reduce difficulty of construction, reduce the construction period, while also can be cost-effective, reduce investment, reduce vegetation deterioration, can be with Overcome the deficiencies in the prior art.
The technical solution of the utility model is:Dangerous Rock Body cuts the structure of quadrel transhipment on a kind of high escarpment, and it includes The support frame on massif is arranged in, chute is provided with support frame, described chute wriggles in S-shaped on massif, in chute Turning is provided with energy dissipator, and transferring platform is provided with chute bottom.
Above-mentioned energy dissipator is the rubber layer being fixed on on the inside of chute.
Above-mentioned support frame includes being inserted vertically into two longitudinal steel pipes up and down in rock and for firm longitudinal steel pipe Skewed horizontal load steel pipe or pull-up anchor pole, are provided with the horizontal steel pipe for framework slide plate, described horizontal steel pipe on longitudinal steel pipe U-shape structure is upwardly-directed constituted with longitudinal steel pipe, plank or steel plate are laid on U-shape structure, and be fixed.
Isolate on the periphery of transferring platform provided with railing or guardrail.
Above-mentioned chute is formed at turning by metallic plate laying.
Prior art compares, and Dangerous Rock Body cuts the structure of quadrel transhipment on the high escarpment of the utility model, on support frame Provided with chute, so stone can be transported to by chute by the foot of the hill from mountain;
Described chute wriggles in S-shaped on massif, and such structure can set chute according to landform, so as to avoid big Tree or other barriers, can control to allow stone to keep a less speed to downslide again while reducing vegetation deterioration Fall, it is to avoid because of the dangerous situation that stone speed is too fast and occurs;
Energy dissipator is provided with the turning of chute, energy dissipator is the rubber layer being fixed on on the inside of chute, such energy Enough play a part of slowing down the speed and protection chute of stone, while can anti-stops stoneshot when smaller piece stone is to the impact of chute Go out outside template;
Above-mentioned support frame includes being inserted vertically into two longitudinal steel pipes up and down in rock and for firm longitudinal steel pipe Skewed horizontal load steel pipe or pull-up anchor pole, are provided with the horizontal steel pipe for framework slide plate, described horizontal steel pipe on longitudinal steel pipe U-shape structure is upwardly-directed constituted with longitudinal steel pipe, plank or steel plate are laid on U-shape structure, and is fixed, such structure The characteristics of facilitating with installation and removal, meanwhile, such structure is more suitable on mountain with a varied topography transporting object and installation;
Isolate on the periphery of transferring platform provided with railing or guardrail, such safety measure can to pedestrian at the foot of the hill or Qu Minqu is protected, it is to avoid because the stone speed having is excessive to cause security incident;
Above-mentioned chute is formed at turning by metallic plate laying, and such structure make it that transhipment chute is more durable, and And other transhipment chute wooden structures little to stone impact, so can be greatly cost-effective.
Brief description of the drawings
Fig. 1 is attachment structure schematic diagram of the present utility model.
Fig. 2 is cross section attachment structure schematic diagram of the present utility model.
Fig. 3 is the cross-sectional structure schematic diagram at the utility model turning.
Embodiment
Embodiment 1. is as shown in figure 1, Dangerous Rock Body cuts the structure of quadrel transhipment on a kind of high escarpment, and it includes arrangement Support frame on massif 1, is provided with chute 3 on support frame, and described chute 3 wriggles in S-shaped on massif, in chute 3 Turning is provided with energy dissipator, and transferring platform 4 is provided with the bottom of chute 3, and energy dissipator is the rubber being fixed on the inner side of chute 3 Layer 5, support frame includes being inserted vertically into two longitudinal steel pipes 6 up and down in rock and the skewed horizontal load for firm longitudinal steel pipe 6 Steel pipe 9 or pull-up anchor pole 10, are provided with the horizontal steel pipe 7 for framework slide plate on longitudinal steel pipe 6, described horizontal steel pipe 7 with Longitudinal steel pipe 6 upwardly-directed constitutes U-shape structure, and plank 8 or metallic plate are laid on U-shape structure, and is fixed, flat in transhipment The periphery of platform 4 isolates provided with railing or guardrail, and described chute 3 is formed at turning by metallic plate laying.
When in use, in order to allow block stone quickly to glide and not eject outside chute 3, block stone is fitted into gunnysack and placed into Transferring platform 4 is snapped down in chute 3.

Claims (5)

1. Dangerous Rock Body cuts the structure of quadrel transhipment on a kind of high escarpment, it includes being arranged in massif(1)On support frame, its It is characterised by:Chute is provided with support frame(3), described chute(3)Wriggle in being in s shapes on massif, in chute(3)Turning Place is provided with energy dissipator, in chute(3)Bottom is provided with transferring platform(4).
2. Dangerous Rock Body cuts the structure of quadrel transhipment on high escarpment according to claim 1, it is characterised in that:Described Energy dissipator is to be fixed on chute(3)Rubber layer on inner side(5).
3. Dangerous Rock Body cuts the structure of quadrel transhipment on high escarpment according to claim 1, it is characterised in that:Described Support frame includes being inserted vertically into two longitudinal steel pipes up and down in 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 provided with the horizontal steel pipe for framework slide plate(7), described transverse direction Steel pipe(7)With longitudinal steel pipe(6)U-shape structure is upwardly-directed constituted, plank is laid in U-shape structure structure(8)Or metallic plate, and It is fixed.
4. Dangerous Rock Body cuts the structure of quadrel transhipment on high escarpment according to claim 1, it is characterised in that:In transhipment Platform(4)Periphery isolate provided with railing or guardrail.
5. Dangerous Rock Body cuts the structure of quadrel transhipment on high escarpment according to claim 1, it is characterised in that:Described Chute(3)Formed at turning by metallic plate laying.
CN201621298333.8U 2016-11-30 2016-11-30 Dangerous Rock Body cuts the structure of quadrel transhipment on a kind of high escarpment Withdrawn - After Issue CN206418508U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621298333.8U CN206418508U (en) 2016-11-30 2016-11-30 Dangerous Rock Body cuts the structure of quadrel transhipment on a kind of high escarpment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621298333.8U CN206418508U (en) 2016-11-30 2016-11-30 Dangerous Rock Body cuts the structure of quadrel transhipment on a kind of high escarpment

Publications (1)

Publication Number Publication Date
CN206418508U true CN206418508U (en) 2017-08-18

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621298333.8U Withdrawn - After Issue CN206418508U (en) 2016-11-30 2016-11-30 Dangerous Rock Body cuts the structure of quadrel transhipment on a kind of high escarpment

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CN (1) CN206418508U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106381877A (en) * 2016-11-30 2017-02-08 贵州大学 Method for transferring dangerous rock body cut stone on high and steep slope and structure of method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106381877A (en) * 2016-11-30 2017-02-08 贵州大学 Method for transferring dangerous rock body cut stone on high and steep slope and structure of method
CN106381877B (en) * 2016-11-30 2018-11-13 贵州大学 Dangerous Rock Body cuts the method and its structure of quadrel transhipment on a kind of high escarpment

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Granted publication date: 20170818

Effective date of abandoning: 20181113