CN109577277A - A kind of wall-mounted drainage anchor rod barrier wall structure and its construction method - Google Patents
A kind of wall-mounted drainage anchor rod barrier wall structure and its construction method Download PDFInfo
- Publication number
- CN109577277A CN109577277A CN201811363039.4A CN201811363039A CN109577277A CN 109577277 A CN109577277 A CN 109577277A CN 201811363039 A CN201811363039 A CN 201811363039A CN 109577277 A CN109577277 A CN 109577277A
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- Prior art keywords
- barricade
- stringer
- construction
- wall structure
- wall
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- 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
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Abstract
Invention provides a kind of wall-mounted drainage anchor rod barrier wall structure and its construction method.The barrier wall structure includes the stringer and barricade and anchor pole embedded in bank slope top of the slope.The barricade is arranged in bank slope side near water.The stringer is located at by the inside on protection bridge pile foundation basis.Several crossbeams are connected between the barricade ontology and stringer.The construction method of the barrier wall structure include anchor bolt construction, drainage hole construction, Retaining wall, anchoring pile construction, stringer construction, construction of beam and non-return valve installation and etc..The barrier wall structure can effectively solve the problems, such as large reservoir falling zone bank cheuch area Bored Pile of Bridge protection technique, and technologically advanced, good economy performance.
Description
Technical field
The present invention relates to Geotechnical Engineering field, in particular to a kind of wall-mounted drainage anchor rod barrier wall structure.
Background technique
River channel below dams are because reservoir level periodicity fluctuation makes reservoir periphery be submerged soil periodicity exposure in the water surface
Special area.The falling zone range of large reservoir is often very big, for example the Three Gorges Reservoir engineering built up for 2009 disappears
Height of settling in an area reaches 30m, and the falling zone height of Jinsha jiang River white crane beach reservoir engineering built up in 2022 is bigger, reaches 60m.Position
Periodical action of soaking, the groundwater seepage effect etc. of library water and underground water, wind are subject in the Rock And Soil of river channel below dams
Change effect is stronger, so that riverside rebuilding phenomenon happens occasionally.When library, bank has buildings or structures, riverside rebuilding may be threatened
The safety of buildings or structures.
In order to develop reservoir area economy, it is built, build large-scale buildings or structures (as high speed is public building or reservoir periphery will be built
Road) often it is necessary, riverside rebuilding is usually unavoidable to the influence problem of buildings or structures safety.For example, Jinsha
The beach Jiang Baihe reservoir engineering will be built up in 2022, in order to develop reservoir area and local economy, have a plurality of high-grade highway
Or it will be built in reservoir area and the reservoir zone of influence.Due to white crane beach Reservoir region special topography and geomorphology and geological conditions, reservoir area
The bridge accounting of high-grade highway is often higher, and bridge foundation mostly uses pile foundation, and is arranged in the cheuch of river channel below dams more
In side slope.Although most ditch valleyside slopes rock side slope steep for landform, rock crushing, and it is located at river channel below dams, white
After crane beach reservoir builds up operation, a possibility that side slope generation local buckling, is larger on the outside of ditch valleyside slope especially bridge foundation, makes
Bored Pile of Bridge is easy exposed, impaired, need to take reasonable measure and Bored Pile of Bridge protected.
The case where reinforcing slopes on the outside of ditch valleyside slope bridge pile foundation, theoretically, adoptable side are only needed for such
Slope reinforcement technique is more, can generally be divided into three classes, first is that anchorage technology (such as shotcrete, anchor pole, anchor cable are reinforced), second is that branch
Gear technology (such as barricade, friction pile, pile plate wall), third is that presser feet technology (such as slope angle backfills the cubic metre of earth and stone).
The principle of anchorage technology is Rock And Soil with anchor pole, anchor cable etc. that the anchoring in rock and soil of possible unstability is stable in slope
On.With here the shortcomings that be that anchor pole (rope) construction may damage Bored Pile of Bridge, anchoring effect of anchor pole (rope) is with library water week
The effect of phase property may gradually be lost, and not can effectively prevent the local buckling of reinforcing side slope.
The principle of supporting and retaining system technology is to be limited using the self stability of retaining structure by the deformation of supporting and retaining system Rock And Soil.Barricade is used
It is since ditch valleyside slope is steep in the shortcomings that place, barricade area of base is limited, and foundation bearing capacity is smaller, so that barricade homeostasis
Property it is insufficient；The shortcomings that friction pile or pile plate wall are used in place is that difficulty of construction is big, and economy is poor.
The principle of presser feet technology is to be limited using the self stability of backfill Rock And Soil by the deformation of protection Rock And Soil.It can
For mainly being controlled by landform herein, if orographic condition does not allow, it is not available.
In addition, bank slope Changes in underground water variation caused by reservoir level is gone up and down is also a matter of concern, underground
Water lever fluctuating acts on the strength deterioration for not only making bank slope Rock And Soil, but also osmosis of the underground water to outside slope is likely to straight
Connecing leads to slopes unstability.
In consideration of it, being easy that part occurs because of Reservoir Water Level for slopes on the outside of reservoir drawdown band ditch valleyside slope bridge pile foundation
Unstability and the situation for influencing Bored Pile of Bridge safety, it would be highly desirable to research and develop and a kind of be suitable for large reservoir falling zone bank cheuch area Bridge Pile
The engineering technology of basis protection.
Summary of the invention
The object of the present invention is to provide a kind of wall-mounted drainage anchor rod barrier wall structure and its construction methods, to solve existing skill
The problem of art.
To realize the present invention purpose and the technical solution adopted is that a kind of such, wall-mounted drainage anchor rod barrier wall structure,
Including the stringer and barricade and anchor pole embedded in bank slope top of the slope.
The barricade is arranged in bank slope side near water.The barricade includes barricade ontology.The barricade ontology is moved towards along bank slope
Both ends extend carrier into Rock And Soil after wall.
The stringer is located at by the inside on protection bridge pile foundation basis.It is connected between the barricade ontology and stringer several
Root crossbeam.The crossbeam and stringer vertical runs.Anchoring pile is additionally provided with below the stringer.
One end of the anchor pole is fixed in barricade ontology, and the other end is mounted in after wall in Rock And Soil.
Barrier wall structure is additionally provided with drainage hole.The drainage hole extends to after wall in Rock And Soil after running through barricade ontology.Institute
It states drainage hole and faces upward oblique arrangement.Drainpipe is equipped in the drainage hole.The exit of the drainpipe is provided with non-return valve.
Further, deformation joint is provided in the barricade.Sealing material is filled in the deformation joint.
Further, the upper surface of the stringer is reserved with steel bar stress.
Further, the upper surface of the anchoring pile is reserved with steel bar stress.
Invention additionally discloses a kind of construction method about wall-mounted drainage anchor rod barrier wall structure described in claim 1, packets
Include following steps:
1) according to geological mapping data, determine barrier wall structure applies position.
2) it excavates, clear up slope surface Rock And Soil, by design requirement construction anchor pole.By design requirement construction pile foundation.
3) the construction drainage hole in Rock And Soil after wall, and wear drainpipe.Wherein, the exposed certain length of drainpipe.
4) by design requirement construction barricade.
5) by design requirement construction anchoring pile.
6) by design requirement construction stringer.
7) by design requirement construction crossbeam.
8) non-return valve is installed.
The solution have the advantages that unquestionable:
A. large reservoir falling zone bank cheuch area Bored Pile of Bridge protection technique can be effectively solved the problems, such as,
And technologically advanced, good economy performance；
B. barrier wall structure can ensure that slope stability on the outside of bridge pile foundation, avoid bridge pile foundation exposed, impaired, while can be significant
Reduce the horizontal loading acted on bridge pile foundation because of side slope horizontal distortion；
C. anchoring pile, longitudinal and cross beam solve the problems, such as that barricade foundation bearing is hypodynamic jointly；Barricade and anchor pole prop up jointly
It keeps off, strengthen Rock And Soil after wall, efficiently solve the stable problem of Rock And Soil；Barricade encloses Rock And Soil after wall, in addition with inverse
The only single slope drainage effect of valve drainage hole, Rock And Soil is impregnated by library water after can effectively avoid wall, significantly reduces reservoir level lifting pair
The influence degree that Changes in underground water changes after barricade；
D. non-return valve is mounted at wall surface or barricade inner near surface, easy access and replacement.
Detailed description of the invention
Fig. 1 is barrier wall structure schematic diagram；
Fig. 2 is barrier wall structure top view；
Fig. 3 is barrier wall structure operation schematic diagram.
In figure: barricade 1, barricade ontology 101, carrier 102, anchor pole 2, crossbeam 3, stringer 4, anchoring pile 5, drainpipe 6, check
Valve 7, bridge pile foundation basis 8.
Specific embodiment
Below with reference to embodiment, the invention will be further described, but should not be construed the above-mentioned subject area of the present invention only
It is limited to following embodiments.Without departing from the idea case in the present invention described above, according to ordinary skill knowledge and used
With means, various replacements and change are made, should all include within the scope of the present invention.
Embodiment 1:
The present embodiment discloses a kind of wall-mounted drainage anchor rod barrier wall structure, to solve existing large reservoir falling zone bank ditch
The problem of paddy area Bored Pile of Bridge protection technique.Referring to Fig. 1, barrier wall structure includes the stringer 4 embedded in bank slope top of the slope,
And barricade 1 and anchor pole 2.
The barricade 1 is arranged in bank slope side near water.The barricade 1 includes barricade ontology 101.101 edge of barricade ontology
Extend carrier 102 into Rock And Soil after wall in the both ends of bank slope trend.The effect of the barricade 1 is the rock at supporting and retaining system barricade rear
The soil body, and Rock And Soil surface is closed.When the length of barricade is too long, deformation joint can be set in barricade 1, in deformation joint
Fill sealing material.
Referring to figs. 2 and 3, the stringer 4 is located at by the inside on protection bridge pile foundation basis 8.101 He of barricade ontology
3 crossbeams 3 are connected between stringer 4.The crossbeam 3 and 4 vertical runs of stringer.One end of the crossbeam 3 and barricade ontology 101
Top securely connects, and the other end is connected firmly with stringer 4.The upper surface of the stringer 4 is reserved with steel bar stress.The stringer 4
Lower section be additionally provided with anchoring pile 5.The upper surface of the anchoring pile 5 is reserved with steel bar stress.The anchoring pile 5 provides downwards to stringer 4
Power.The crossbeam 3, stringer 4 and anchoring pile 5 provide the power upwards and into slope to barricade 1 together, to solve barricade foundation bearing
Hypodynamic problem.In actual production, bridge bearing platform is arranged above crossbeam 3.
One end of the anchor pole 4 is fixed in barricade ontology 301, and the other end is mounted in after wall in Rock And Soil.The work of anchor pole 4
With the Rock And Soil for being reinforced retaining wall rear, and barricade 1 and Rock And Soil are connected as entirety.
Barrier wall structure is additionally provided with drainage hole.The drainage hole extends to after wall in Rock And Soil after running through barricade ontology 101.
The drainage hole faces upward oblique arrangement.Drainpipe 6 is equipped in the drainage hole.The exit of the drainpipe 6 is provided with non-return valve
7.Water level is lower than non-return valve automatically turns on when water level after barricade before the barricade, the water body after barricade in Rock And Soil is discharged, but works as
Non-return valve is automatically closed when water level is higher than water level after barricade before barricade, to prevent after water body is by drainage hole infiltration barricade before barricade
In Rock And Soil.
Embodiment 2:
The construction method of the present embodiment provides a kind of wall-mounted drainage anchor rod barrier wall structure described in embodiment 1, including
Following steps:
1) according to geological mapping data, determine barrier wall structure applies position.
2) it is first excavated according to design, cleaning slope surface Rock And Soil, according still further to the anchor pole position of design, size, strength grade etc.,
The suitable construction method construction anchor pole 2 of selection, and ensure the exposed sufficient length of 2 steel bar stress of anchor pole, to be connect with barricade 1.
3) the construction drainage hole in Rock And Soil after wall, and wear drainpipe 6.Wherein, the exposed certain length of drainpipe 6.
4) according to the barricade size of design, strength grade etc., suitable construction method construction barricade 1 is selected, and ensures to keep off
Rock And Soil is connected firmly after 1 back side of wall and wall, drainage hole by design requirement passes through barricade 1.Reserved at the top of barricade 1 it is enough by
Power reinforcing bar, to be connect with crossbeam 3.
5) according to the anchoring pile position of design, size, strength grade etc., suitable construction method construction anchoring pile 5 is selected, and really
The exposed sufficient length of 5 steel bar stress of anchoring pile is protected, to connect with stringer 4.
6) according to the stringer size of design, arrangement of reinforcement, strength grade etc., suitable construction method construction stringer 4 is selected, and really
Stringer 4 is protected to be connected firmly with anchoring pile 5.Enough steel bar stresses are reserved in 4 top surface of stringer, to connect with crossbeam 3.
7) according to the crossbeam size of design, arrangement of reinforcement, strength grade etc., suitable construction method construction crossbeam 3 is selected, and really
Crossbeam 3 is protected to be connected firmly with barricade 1 and stringer 4.
8) according to the check valve position of design, type etc., select suitable installation method that non-return valve 7 is installed.
Claims (5)
1. a kind of wall-mounted drainage anchor rod barrier wall structure, it is characterised in that: the stringer (4) including being embedded in bank slope top of the slope, and
Barricade (1) and anchor pole (2)；
The barricade (1) is arranged in bank slope side near water；The barricade (1) includes barricade ontology (101)；The barricade ontology
(101) carrier (102) are extended at the both ends along bank slope trend into Rock And Soil after wall；
The stringer (4) is located at by the inside of protection bridge pile foundation basic (8)；Between the barricade ontology (101) and stringer (4)
It is connected with several crossbeams (3)；The crossbeam (3) and stringer (4) vertical runs；Anchor is additionally provided with below the stringer (4)
Stake (5)；
One end of the anchor pole (4) is fixed in barricade ontology (301), and the other end is mounted in after wall in Rock And Soil；
Barrier wall structure is additionally provided with drainage hole；The drainage hole extends to after wall in Rock And Soil after running through barricade ontology (101)；Institute
It states drainage hole and faces upward oblique arrangement；Drainpipe (6) are equipped in the drainage hole；The exit of the drainpipe (6) is provided with check
Valve (7).
2. a kind of wall-mounted drainage anchor rod barrier wall structure according to claim 1, it is characterised in that: in the barricade (1)
It is provided with deformation joint；Sealing material is filled in the deformation joint.
3. a kind of wall-mounted drainage anchor rod barrier wall structure according to claim 1, it is characterised in that: the stringer (4)
Upper surface is reserved with steel bar stress.
4. a kind of wall-mounted drainage anchor rod barrier wall structure according to claim 1, it is characterised in that: the anchoring pile (5)
Upper surface is reserved with steel bar stress.
5. a kind of construction method about wall-mounted drainage anchor rod barrier wall structure described in claim 1, which is characterized in that including with
Lower step:
1) according to geological mapping data, determine barrier wall structure applies position；
2) it excavates, clear up slope surface Rock And Soil, construct anchor pole (2) by design requirement；
3) the construction drainage hole in Rock And Soil after wall, and wear drainpipe (6)；Wherein, drainpipe (6) exposed certain length；
4) by design requirement construction barricade (1)；
5) by design requirement construction anchoring pile (5)；
6) by design requirement construction stringer (4)；
7) by design requirement construction crossbeam (3)；
8) non-return valve (7) are installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811363039.4A CN109577277B (en) | 2018-11-15 | 2018-11-15 | Wall-mounted drainage anchor rod retaining wall structure and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811363039.4A CN109577277B (en) | 2018-11-15 | 2018-11-15 | Wall-mounted drainage anchor rod retaining wall structure and construction method thereof |
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| CN109577277A true CN109577277A (en) | 2019-04-05 |
| CN109577277B CN109577277B (en) | 2021-01-12 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914470A (en) * | 2019-04-18 | 2019-06-21 | 中冶华天南京工程技术有限公司 | A kind of road shoulder barricade and its construction method |
| CN110397050A (en) * | 2019-08-05 | 2019-11-01 | 河北工业大学 | A kind of light-duty draining barricade of novel beam anchor formula and its construction method |
| CN111058463A (en) * | 2019-12-29 | 2020-04-24 | 中铁二院工程集团有限责任公司 | Rock steep slope high cantilever slope-collecting reinforcing structure and construction method |
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| CN201125354Y (en) * | 2007-11-23 | 2008-10-01 | 中铁二院工程集团有限责任公司 | Steep hill road bed branch block reinforced structure |
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| CN109914470A (en) * | 2019-04-18 | 2019-06-21 | 中冶华天南京工程技术有限公司 | A kind of road shoulder barricade and its construction method |
| CN110397050A (en) * | 2019-08-05 | 2019-11-01 | 河北工业大学 | A kind of light-duty draining barricade of novel beam anchor formula and its construction method |
| CN111058463A (en) * | 2019-12-29 | 2020-04-24 | 中铁二院工程集团有限责任公司 | Rock steep slope high cantilever slope-collecting reinforcing structure and construction method |
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| CN109577277B (en) | 2021-01-12 |
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