CN110230273A - A kind of safeguard structure of small-sized rockfall - Google Patents
A kind of safeguard structure of small-sized rockfall Download PDFInfo
- Publication number
- CN110230273A CN110230273A CN201910454334.9A CN201910454334A CN110230273A CN 110230273 A CN110230273 A CN 110230273A CN 201910454334 A CN201910454334 A CN 201910454334A CN 110230273 A CN110230273 A CN 110230273A
- Authority
- CN
- China
- Prior art keywords
- wall
- armored concrete
- stone cut
- rockfall
- concrete stone
- 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.)
- Pending
Links
- 239000004575 stone Substances 0.000 claims abstract description 39
- 239000004567 concrete Substances 0.000 claims abstract description 38
- 239000002689 soil Substances 0.000 claims abstract description 7
- 230000002787 reinforcement Effects 0.000 claims description 5
- 239000010920 waste tyre Substances 0.000 claims description 3
- 230000003447 ipsilateral effect Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 6
- 239000011435 rock Substances 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000002706 hydrostatic effect Effects 0.000 description 1
- 230000009916 joint effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
- E01F7/045—Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
A kind of safeguard structure of small-sized rockfall, can effectively prevent harm of the side slope rockfall to buildings such as roadbed, bridge, tunnels, and structure is simple, easy for construction, and advantageously reduce the cost of protection works.Including armored concrete stone cut off wall, mini pile and elastic cord breaker, armored concrete stone cut off wall is located on the bottom surface of barricade foundation pit, longitudinally, laterally interval laying forms miniature pile group to mini pile on barricade foundation pit bottom surface, each mini pile lower anchor is in stability of slope rock-soil layer, top extends upwardly into armored concrete stone cut off wall, elastic cord breaker be fixed at armored concrete stone cut off wall on the versant side wall.
Description
Technical field
The present invention relates to civil engineering, in particular to a kind of safeguard structure of small-sized rockfall.
Background technique
Mountain railway topographic and geologic is complicated, and route is often walked in high and steep mountains, and especially high-speed railway is by line alignment
And place limitation, bridge tunnel is than high, and hill side road base, tunnel disengaging entrance etc. side slope distribution are wide, in natural calamity and engineering activity
Under joint effect, the easily geological disasters such as formation crag, falling rocks, avalanche.The place that Falling Rocks occur is more, frequency is high, random
Property it is strong, it is impossible to guard against, seriously threaten mountain railway construction and operation security.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of safeguard structures of small-sized rockfall, can effectively prevent side
Harm of the slope rockfall to buildings such as roadbed, bridge, tunnels, and structure is simple, easy for construction, and advantageously reduces anti-nurse
The cost of journey.
The technical solution adopted by the present invention to solve the technical problems is as follows:
The safeguard structure of a kind of small-sized rockfall of the invention, it is characterized in that: including armored concrete stone cut off wall, miniature
Stake and elastic cord breaker, armored concrete stone cut off wall are located on the bottom surface of barricade foundation pit, and mini pile is indulged on barricade foundation pit bottom surface
It lays to, lateral separation and to form miniature pile group, in stability of slope rock-soil layer, top extends upwardly into each mini pile lower anchor
In armored concrete stone cut off wall, elastic cord breaker be fixed at armored concrete stone cut off wall on the versant side wall.
The invention has the advantages that in rockfall area in armored concrete stone cut off wall is arranged in side slope, for hindering
Rockfall is blocked, harm of the side slope rockfall to buildings such as roadbed, bridge, tunnels is effectively prevent；Stone is blocked by armored concrete
Elastic cord breaker after wall wall directly bears rock-fall impact effect, is significantly reduced falling rocks to the impact force of wall, and to reinforcing bar
The transmitting of concrete stone cut off wall wall and diffusion impact energy, so that armored concrete stone cut off wall wall be avoided directly to be rushed by falling rocks
It hits, greatly strengthens the impact resistance of structural system；Added by basis of the miniature pile group to armored concrete stone cut off wall
Gu upper part is fixedly connected with armored concrete stone cut off wall, is greatly enhanced in addition to increasing bearing capacity, reducing settlement of foundation
The anti-rock-fall impact ability of the stability of armored concrete stone cut off wall；Structure is simple, easy for construction, and advantageously reduces protection works
Cost.
Detailed description of the invention
This specification includes following two width attached drawing.
Fig. 1 is a kind of elevation of the safeguard structure of small-sized rockfall of the present invention；
Fig. 2 is a kind of plan view of the safeguard structure of small-sized rockfall of the present invention；.
Component, toponym and corresponding label: armored concrete stone cut off wall 10, mini pile 11, horizontal steel are shown in figure
Muscle 12, drain hole 13, elastic cord breaker 20 backfill body 21, barricade foundation pit J.
Specific embodiment
The present invention is further described with reference to the accompanying drawings and embodiments.
Referring to Figures 1 and 2, a kind of safeguard structure of small-sized rockfall of the invention includes armored concrete stone cut off wall
10, mini pile 11 and elastic cord breaker 20.Armored concrete stone cut off wall 10 is located on the bottom surface of barricade foundation pit J, for stopping danger
Rock falling rocks effectively prevent harm of the side slope rockfall to buildings such as roadbed, bridge, tunnels.Mini pile 11 is at the bottom barricade foundation pit J
Longitudinally, laterally interval lays and forms miniature pile group on face, each 11 lower anchor of mini pile in stability of slope rock-soil layer, top to
On extend into armored concrete stone cut off wall 10, reinforced by basis of the miniature pile group to armored concrete stone cut off wall 10,
In addition to increasing bearing capacity, reducing settlement of foundation, upper part is fixedly connected with armored concrete stone cut off wall 10, and steel is greatly enhanced
The anti-rock-fall impact ability of the stability of reinforced concrete stone cut off wall.Elastic cord breaker 20 is fixed at armored concrete stone cut off wall 10
On the versant side wall, rock-fall impact is directly born by elastic cord breaker 20 and is acted on, impact of the falling rocks to wall is significantly reduced
Power, and transmit to 10 wall of armored concrete stone cut off wall and spread impact energy, to avoid 10 wall of armored concrete stone cut off wall
Body directly by rock-fall impact, greatly strengthens the impact resistance of structural system.
Referring to Fig.1, the lateral wall of the armored concrete stone cut off wall 10, vertically interval setting is horizontal within the versant side wall
The top binding of reinforcing bar 12, each horizontal reinforcement 12 and ipsilateral mini pile 11 connects the armored concrete stone cut off wall 10 and leans on versant side
Common native formed is filled between wall and barricade foundation pit J side wall and backfills body 21, blocks stone in armored concrete on 21 top surface of backfill body
Longitudinally spaced setting drain hole 13 in wall 10, the lateral wall of each 13 perforated rebar concrete stone cut off wall 10 of drain hole lean on versant
Side wall.It by soil body moisture after 13 drainage wall of drain hole, prevents from seeping under the surface water, prevents ponding after wall from forming hydrostatic pressure, disappear
Except the bulbs of pressure after cohesive soil filler inundation.
Referring to Fig.1, the elastic cord breaker 20 uses flexible rubber material manufactured goods, to reduce engineering cost,
Generally use waste tire, hold set be fixed on armored concrete stone cut off wall 10 on the versant side wall.
Referring to Fig.1, first segmentation carries out barricade foundation pit J excavation, excavates the drilling of construction mini pile 11 after barricade foundation pit J, clearly
Mini pile reinforcing bar is transferred after sky, binding horizontal reinforcement 12, the pvc pipe of Preembedded drain hole 13, formwork erection are disposable after grouting
Pouring reinforcement concrete stone cut off wall 10.After wall intensity up to form removal after 70%, common soil is backfilled in barricade foundation pit J and is formed
Body 21 is backfilled, and wall back hangs waste tire and forms elastic cord breaker 20.
The above only illustrates general construction of the invention.It is done within the spirit and principles of the present invention
Modifications, equivalent substitutions and improvements etc., should all be included in the protection scope of the present invention.
Claims (4)
1. a kind of safeguard structure of small-sized rockfall, it is characterized in that: including armored concrete stone cut off wall (10), mini pile (11)
With elastic cord breaker (20), armored concrete stone cut off wall (10) is located on the bottom surface of barricade foundation pit (J), and mini pile (11) is in barricade
Longitudinally, laterally interval lays and forms miniature pile group on the bottom surface foundation pit (J), and each mini pile (11) lower anchor is in stability of slope ground
In layer, top is extended upwardly into armored concrete stone cut off wall (10), and elastic cord breaker (20) is fixed at armored concrete
Stone cut off wall (10) leans on versant side wall.
2. a kind of safeguard structure of small-sized rockfall as described in claim 1, it is characterized in that: the armored concrete blocks stone
The lateral wall of wall (10), vertically interval setting horizontal reinforcement (12) within the versant side wall, each horizontal reinforcement (12) with it is ipsilateral micro-
The top of type stake (11) binds connection.
3. a kind of safeguard structure of small-sized rockfall as described in claim 1, it is characterized in that: the armored concrete blocks stone
Wall (10) forms backfill body (21), backfill body (21) top surface by filling common soil between versant side wall and slope foundation pit (J) side wall
On in armored concrete stone cut off wall (10) longitudinally spaced setting drain hole (13), each drain hole (13) perforated rebar concrete
The lateral wall of stone cut off wall (10) leans on versant side wall.
4. a kind of safeguard structure of small-sized rockfall as described in claim 1, it is characterized in that: the elastic cord breaker (20)
For waste tire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910454334.9A CN110230273A (en) | 2019-05-28 | 2019-05-28 | A kind of safeguard structure of small-sized rockfall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910454334.9A CN110230273A (en) | 2019-05-28 | 2019-05-28 | A kind of safeguard structure of small-sized rockfall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110230273A true CN110230273A (en) | 2019-09-13 |
Family
ID=67858824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910454334.9A Pending CN110230273A (en) | 2019-05-28 | 2019-05-28 | A kind of safeguard structure of small-sized rockfall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110230273A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021403A (en) * | 2019-12-26 | 2020-04-17 | 河北建太工程设计有限公司 | Road barricade bank protection |
| CN111622129A (en) * | 2020-06-08 | 2020-09-04 | 浙江万里建设工程有限公司 | Locking anchor bolt and cliff abutment construction method applying same |
| CN115897657A (en) * | 2022-10-24 | 2023-04-04 | 江苏科技大学 | Lattice-jumping back-pack type stepped retaining wall and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101736707A (en) * | 2009-12-15 | 2010-06-16 | 中国科学院水利部成都山地灾害与环境研究所 | Novel energy consumption damping stone blocking structure |
| CN203452091U (en) * | 2013-07-09 | 2014-02-26 | 中铁第四勘察设计院集团有限公司 | Micro-pile and retaining wall combined type restricted embankment protection structure |
| CN207392069U (en) * | 2017-10-30 | 2018-05-22 | 合肥工业大学 | A kind of Falling Rocks guard system |
| CN208039273U (en) * | 2017-11-24 | 2018-11-02 | 中铁第一勘察设计院集团有限公司 | A kind of mountain area high ferro slope surface supporting and retaining system safeguard structure |
| CN210946536U (en) * | 2019-05-28 | 2020-07-07 | 中铁二院工程集团有限责任公司 | Protective structure of small dangerous rock falling stone |
-
2019
- 2019-05-28 CN CN201910454334.9A patent/CN110230273A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101736707A (en) * | 2009-12-15 | 2010-06-16 | 中国科学院水利部成都山地灾害与环境研究所 | Novel energy consumption damping stone blocking structure |
| CN203452091U (en) * | 2013-07-09 | 2014-02-26 | 中铁第四勘察设计院集团有限公司 | Micro-pile and retaining wall combined type restricted embankment protection structure |
| CN207392069U (en) * | 2017-10-30 | 2018-05-22 | 合肥工业大学 | A kind of Falling Rocks guard system |
| CN208039273U (en) * | 2017-11-24 | 2018-11-02 | 中铁第一勘察设计院集团有限公司 | A kind of mountain area high ferro slope surface supporting and retaining system safeguard structure |
| CN210946536U (en) * | 2019-05-28 | 2020-07-07 | 中铁二院工程集团有限责任公司 | Protective structure of small dangerous rock falling stone |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021403A (en) * | 2019-12-26 | 2020-04-17 | 河北建太工程设计有限公司 | Road barricade bank protection |
| CN111622129A (en) * | 2020-06-08 | 2020-09-04 | 浙江万里建设工程有限公司 | Locking anchor bolt and cliff abutment construction method applying same |
| CN111622129B (en) * | 2020-06-08 | 2021-08-24 | 浙江万里建设工程有限公司 | Locking anchor bolt and cliff abutment construction method applying same |
| CN115897657A (en) * | 2022-10-24 | 2023-04-04 | 江苏科技大学 | Lattice-jumping back-pack type stepped retaining wall and construction method thereof |
| CN115897657B (en) * | 2022-10-24 | 2023-11-21 | 江苏科技大学 | Grating return-wrapping type stepped retaining wall and construction method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190913 |
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| WD01 | Invention patent application deemed withdrawn after publication |