CN105804097A - Cantilever structure way for treating landslides in cooperation with h-shaped anti-sliding piles and construction method of cantilever structure way - Google Patents
Cantilever structure way for treating landslides in cooperation with h-shaped anti-sliding piles and construction method of cantilever structure way Download PDFInfo
- Publication number
- CN105804097A CN105804097A CN201610180644.2A CN201610180644A CN105804097A CN 105804097 A CN105804097 A CN 105804097A CN 201610180644 A CN201610180644 A CN 201610180644A CN 105804097 A CN105804097 A CN 105804097A
- Authority
- CN
- China
- Prior art keywords
- friction pile
- cantilevered structure
- road
- ditch
- cantilever structure
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 239000004567 concrete Substances 0.000 claims description 7
- 239000011435 rock Substances 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 6
- 239000011150 reinforced concrete Substances 0.000 abstract description 9
- 238000009412 basement excavation Methods 0.000 abstract description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 206010043431 Thinking abnormal Diseases 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Classifications
-
- 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
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The invention relates to a cantilever structure way for treating landslides in cooperation with h-shaped anti-sliding piles and a construction method of the cantilever structure way. The cantilever structure way and the building method are characterized in that the construction method includes the following steps that A, anti-sliding piles on the mountain close side are constructed; B, anti-sliding piles on the ditch close side are constructed; C, reinforced concrete transverse connecting beams between the anti-sliding piles on the mountain close side and the anti-sliding piles on the ditch close side are poured, and the h-shaped anti-sliding piles are formed; D, a cantilever structure on the anti-sliding piles on the ditch close side is constructed; E, slant pre-stressed anchor cables are tensioned; F, the cantilever structure integrated with the h-shaped anti-sliding piles serve as a support, and longitudinal way plates are paved to form a cantilever way part; and G, construction of a side ditch on the mountain closing side is completed, an anti-collision guardrail is installed at the edge of the outer side of the cantilever structure, and construction of a road surface structure within a road full-width scope is completed. By means of the cantilever structure way and the construction method, high filling and deep cutting on landslide bodies are avoided, the amount of filling and excavation work is greatly reduced, influences on the natural environment are reduced, safety and reliability are achieved, and the good technological, economical and social benefits are achieved.
Description
Technical field
The invention belongs to building structure and field of road, particularly to a kind of cantilevered structure road and building method thereof punishing landslide on slip mass slope, mountain area in conjunction with H type friction pile.
Background technology
In road engineering in a mountainous area designs, due to special landform and geological environment, it is frequently encountered location, landslide.Often the bigger landslide of harm is reasonably taked through scheme comparison the measure of passing round.If but after the scheme comparison of sufficient line position, the cost that detours is too big, should consider landslide is renovated.Building road in slide area generally should not adopt embankment pattern to pass through in main sliding section, adopts cutting pattern to pass through at antiskid Duan Buying.In prior art, building road, generally first landslide is punished on slip mass, the many employings in punishment landslide are removed slip mass, are administered surface water and groundwater, lightening and adverse pressure and arrange the measures such as retaining structure.And the form being generally adopted embankment or cutting passes through slip mass.When adopting cutting pattern by slip mass, if built road foundation wider width, necessarily to carry out cutting slope in backer side, when road is positioned at landslide antiskid section, high cutting-slope reduces the stability on landslide, and high cutting-slope need to tackle domatic protection mutually simultaneously, protection works amount is huge, invests significantly high.High cutting-slope destroys natural environment simultaneously, and landscape effect is very poor.
Summary of the invention
It is an object of the invention to provide a kind of cantilevered structure road in conjunction with H type friction pile punishment landslide on slip mass slope, mountain area, landslide can be punished, road is built again in conjunction with Landslide Treatment and on slip mass slope, high embankment is not only avoided during construction, and it is convenient, safe and reliable, economical and practical to construct, save land area, reduce the road construction impact on natural environment simultaneously.
For achieving the above object, technical scheme is as follows: a kind of cantilevered structure road in conjunction with H type friction pile punishment landslide, it is characterized in that: on slip mass slope, be provided with H type friction pile, at H type friction pile, cantilevered structure is set by the friction pile of ditch side, oblique prestress anchorage cable is set between described cantilevered structure and slip mass, using cantilevered structure, longitudinal guidance tape is set as supporting, cantilevered structure is provided with anticollision barrier by ditch lateral edges, longitudinal guidance tape arranges road surface structare layer, described cantilevered structure, longitudinal guidance tape, anticollision barrier and road surface structare layer are collectively forming the cantilevered structure road on slip mass slope.
According to a preferred embodiment of the invention, described H type friction pile includes backer side friction pile and leans on ditch side friction pile and connect backer side friction pile and the transverse strut by ditch side friction pile.
According to a preferred embodiment of the invention, one end, cantilevered structure backer side arranges oblique prestress anchorage cable, and described oblique prestress anchorage cable anchors into the Rock And Soil under potential deep implication face.
It is an object of the invention to provide a kind of building method in conjunction with the cantilevered structure road on H type friction pile punishment landslide on slip mass slope, mountain area, landslide can be punished, road is built again in conjunction with Landslide Treatment and on slip mass slope, high embankment is not only avoided during construction, and it is convenient, safe and reliable, economical and practical to construct, save land area, reduce the road construction impact on natural environment simultaneously.
For achieving the above object, technical scheme is as follows: the building method of a kind of cantilevered structure road in conjunction with H type friction pile punishment landslide, it is characterised in that described construction method comprises the following steps: A. construction backer side friction pile；B. construction is by ditch side friction pile；C. build backer side friction pile and by the armored concrete transverse strut between the friction pile of ditch side, form H type friction pile；D. construction is by the cantilevered structure on the friction pile of ditch side；E. the oblique prestress anchorage cable of stretch-draw；F. to form, for the longitudinal guidance tape of supporting laying, road sections of encorbelmenting with the cantilevered structure of H type friction pile one；G. complete the construction of the gutter of backer side, at cantilevered structure outer ledge, anticollision barrier is installed, complete the pavement structure construction of road overall with scope.
The method have the advantages that newly-built on the slope of slip mass or widen road, the Landslide Treatment in conjunction with H type friction pile arranges the cantilevered structure with prestress anchorage cable and longitudinal guidance tape is collectively forming road.H type friction pile considerably increases the bending rigidity of stake, can bear bigger slope thrust body, and landslide can effectively be administered.Prestressed cable anchorage Rock And Soil under potential deep implication face, it is applied with the external force stoping its downslide to slip mass, improve the stability on landslide, change the irrational cantilevered stress of general friction pile, stake long cross-sectional area with pile body has been dramatically reduced.Avoid huge excavation and fill yard and side slope that high embankment on slip mass causes simultaneously or embankment props up gear protection works, there is obvious economic benefit.Reduce and especially adopt deep slope or main sliding section to adopt high roadbed to have a strong impact on the potential safety hazard of Landslide Stability in antiskid section.Avoid the considerable influence to natural ecological environment.
Accompanying drawing explanation
Fig. 1 is the enforcement structural representation of the present invention.
Fig. 2 is the elevation of Fig. 1.
Fig. 3 is the I-I sectional view (looking up) of Fig. 1.
Detailed description of the invention
Below in conjunction with accompanying drawing, the enforcement of the present invention is further described:
Figure includes backer side reinforced concrete anti-slide pile 1, by ditch side reinforced concrete anti-slide pile 2, transverse strut 3, armored concrete cantilevered structure 4, oblique prestress anchorage cable 5, longitudinal guidance tape 6, road surface structare layer 7, anticollision barrier 8, backer's side ditch 9, the natural edge domatic 10 of slip mass, the side slope face 11 after road excavation, the potential deep implication face 12 of slip mass, slip mass 13；Marking a in figure is road width, and b is backer side friction pile and leans on ditch side friction pile horizontal spacing, and c is friction pile longitudinal pitch, and d is backer side friction pile length, and e is by ditch side friction pile length.
The present invention realizes by seven road master operations with following technical step:
First master operation: setting position excavation backer side antiskid stake holes, rotation can be adopted to dig stake, artificial digging pile etc. according to different geological conditions, place friction pile steel reinforcement cage, build backer side reinforced concrete anti-slide pile 1, reserved steel bar, to be connected with backer side friction pile with by the transverse strut between the friction pile of ditch side, the root of described backer side reinforced concrete anti-slide pile 1 need to set the Rock And Soil to potential deep implication face 12.
Second master operation: setting position excavation is by ditch side antiskid stake holes, rotation can be adopted to dig stake, artificial digging pile etc. according to different geological conditions, place friction pile steel reinforcement cage, building the reinforced concrete anti-slide pile 2 by ditch side, the described root by ditch side reinforced concrete anti-slide pile 2 need to set the Rock And Soil to potential deep implication face 12.
3rd road master operation: build backer side friction pile and by the transverse strut 3 between the friction pile of ditch side, form H type friction pile.
4th road master operation: the cantilevered structure reinforcing bar that colligation connects with by ditch side friction pile, pouring reinforcement concrete cantilevered structure 4, one end, backer side of described armored concrete cantilevered structure 4 extends to outside backer side reinforced concrete anti-slide pile 1, extend to by outside ditch side reinforced concrete anti-slide pile 2 by one end, ditch side, and the backer side length of armored concrete cantilevered structure 4 is more than by ditch side length, is generally 2 ~ 3 times by ditch side length.
5th road master operation: complete stretch-draw and the anchoring of oblique prestress anchorage cable 5, to ensure the stability of cantilevered structure, add stability against sliding simultaneously, the oblique prestress anchorage cable 5 of backer side tensioned at one end of described armored concrete cantilevered structure 4, described oblique prestress anchorage cable 5 is anchored to the Rock And Soil under potential deep implication face 12.
6th road master operation: lay longitudinal guidance tape 6 using the cantilevered structure on H type friction pile as supporting and form road structure part of encorbelmenting.
7th road master operation: complete the construction of the gutter 9 of backer side；At road outer ledge, anticollision barrier 8 is installed；Complete the construction of the road surface structare layer 7 of road overall with scope.
Claims (4)
1. the cantilevered structure road in conjunction with H type friction pile punishment landslide, it is characterized in that: on slip mass slope, be provided with H type friction pile, at H type friction pile, cantilevered structure is set by the friction pile of ditch side, oblique prestress anchorage cable is set between described cantilevered structure and slip mass, using cantilevered structure, longitudinal guidance tape is set as supporting, cantilevered structure is provided with anticollision barrier by ditch lateral edges, arranging road surface structare layer on longitudinal guidance tape, described cantilevered structure, longitudinal guidance tape, anticollision barrier and road surface structare layer are collectively forming the cantilevered structure road on slip mass slope.
2. the cantilevered structure road in conjunction with H type friction pile punishment landslide according to claim 1, it is characterised in that: described H type friction pile includes backer side friction pile and leans on ditch side friction pile and connect backer side friction pile and the transverse strut by ditch side friction pile.
3. the cantilevered structure road in conjunction with H type friction pile punishment landslide according to claim 1, it is characterised in that: one end, cantilevered structure backer side arranges oblique prestress anchorage cable, the Rock And Soil under described oblique prestressed cable anchorage extremely potential deep implication face.
4. the building method in conjunction with the cantilevered structure road on H type friction pile punishment landslide, it is characterised in that described construction method comprises the following steps: A. construction backer side friction pile；B. construction is by ditch side friction pile；C. build backer side friction pile and by the armored concrete transverse strut between the friction pile of ditch side, form H type friction pile；D. construction is by the cantilevered structure on the friction pile of ditch side；E. the oblique prestress anchorage cable of stretch-draw；F. to form, for the longitudinal guidance tape of supporting laying, road sections of encorbelmenting with the cantilevered structure of H type friction pile one；G. complete the construction of the gutter of backer side, at cantilevered structure outer ledge, anticollision barrier is installed, complete the pavement structure construction of road overall with scope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610180644.2A CN105804097A (en) | 2016-03-28 | 2016-03-28 | Cantilever structure way for treating landslides in cooperation with h-shaped anti-sliding piles and construction method of cantilever structure way |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610180644.2A CN105804097A (en) | 2016-03-28 | 2016-03-28 | Cantilever structure way for treating landslides in cooperation with h-shaped anti-sliding piles and construction method of cantilever structure way |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105804097A true CN105804097A (en) | 2016-07-27 |
Family
ID=56454468
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610180644.2A Pending CN105804097A (en) | 2016-03-28 | 2016-03-28 | Cantilever structure way for treating landslides in cooperation with h-shaped anti-sliding piles and construction method of cantilever structure way |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105804097A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106498977A (en) * | 2016-11-23 | 2017-03-15 | 中国电建集团成都勘测设计研究院有限公司 | Outrigger formula retaining wall structure |
| CN107574813A (en) * | 2017-08-09 | 2018-01-12 | 贵州正业工程技术投资有限公司 | The device and construction method of Soil-rock combined ground are passed through in a kind of karst area |
| CN108103867A (en) * | 2018-01-02 | 2018-06-01 | 兰州理工大学 | A kind of hangar tunnel formula antiskid structure and construction method with roadnet |
| CN113089504A (en) * | 2021-03-03 | 2021-07-09 | 中交第二航务工程局有限公司 | Treatment method for bridge integral deviation disease caused by landslide mass |
-
2016
- 2016-03-28 CN CN201610180644.2A patent/CN105804097A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106498977A (en) * | 2016-11-23 | 2017-03-15 | 中国电建集团成都勘测设计研究院有限公司 | Outrigger formula retaining wall structure |
| CN107574813A (en) * | 2017-08-09 | 2018-01-12 | 贵州正业工程技术投资有限公司 | The device and construction method of Soil-rock combined ground are passed through in a kind of karst area |
| CN108103867A (en) * | 2018-01-02 | 2018-06-01 | 兰州理工大学 | A kind of hangar tunnel formula antiskid structure and construction method with roadnet |
| CN113089504A (en) * | 2021-03-03 | 2021-07-09 | 中交第二航务工程局有限公司 | Treatment method for bridge integral deviation disease caused by landslide mass |
| CN113089504B (en) * | 2021-03-03 | 2022-06-03 | 中交第二航务工程局有限公司 | Treatment method for bridge integral deviation disease caused by landslide mass |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107250460B (en) | Precast block retaining wall method for preventing landslide | |
| CN105804097A (en) | Cantilever structure way for treating landslides in cooperation with h-shaped anti-sliding piles and construction method of cantilever structure way | |
| CN102518453A (en) | Quick tunnel-entrance construction method for bias-pressure shallow-buried or single-pressure tilting arenaceous loess tunnels | |
| CN207109475U (en) | It is close to mountain high-filled subgrade stabilization and Deformation control structure | |
| CN109750571B (en) | Road collapse emergency and permanent retaining integrated structure and construction method | |
| CN101298780A (en) | High and light anchorage cable pile panel wall and construction method thereof | |
| CN101476466B (en) | Giant heavy laver land slide pre-stress anchor cable antiskid tunnel construction method and novel prevention structure | |
| CN103321260A (en) | Rectifying method by drilling at intervals and pile cutting off | |
| CN107503257B (en) | One kind being close to mountain high-filled subgrade stabilization and Deformation control structure and construction method | |
| Chen et al. | Recent advances in high slope reinforcement in China: Case studies | |
| CN103352477A (en) | Vertical pres-stressed anchor rod gravity-type composite retaining wall and method for designing and constructing retaining wall | |
| CN108487234B (en) | Construction method of cast-in-situ pile plate type platform wall | |
| CN205502063U (en) | Combined type retaining structure | |
| CN105569055B (en) | A kind of structure for preventing landslide | |
| CN111322087A (en) | Construction method for soft soil highway tunnel entrance semi-open semi-hidden tunnel in mountainous area | |
| CN101838957B (en) | Integral type T-shaped outer cantilever roads and construction method thereof | |
| CN108661060B (en) | Method for reinforcing road expansion construction excavation slope | |
| CN101368388B (en) | Anchor pipe skeleton support method | |
| CN100513705C (en) | Underground beam-pile frame construction for reinforcing side slope | |
| CN203547763U (en) | High backfilling anti-sliding open cut tunnel structure | |
| CN203891047U (en) | Equipment equipped with steel platform for foundation construction of land bridge | |
| CN205617392U (en) | Structure road of encorbelmenting that combines h type friction pile punishment landslide | |
| CN210946536U (en) | Protective structure of small dangerous rock falling stone | |
| CN109024621A (en) | The compound retaining wall supporting construction of embankment high slope tubular pole and its construction method | |
| CN210482328U (en) | Retaining unit and retaining structure for landslide |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |