CN206220120U - Framed bent anchor draws barricade - Google Patents
Framed bent anchor draws barricade Download PDFInfo
- Publication number
- CN206220120U CN206220120U CN201621238634.1U CN201621238634U CN206220120U CN 206220120 U CN206220120 U CN 206220120U CN 201621238634 U CN201621238634 U CN 201621238634U CN 206220120 U CN206220120 U CN 206220120U
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- bent
- framed bent
- barricade
- pile
- friction pile
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Abstract
Barricade, including friction pile, crossbeam, barricade plate, framed bent cant beam, bent columns, oblique anchoring pile and framed bent column foundation are drawn the utility model discloses a kind of framed bent anchor.The friction pile is arranged at a certain distance, build-in is in side slope bottom below ground, the crossbeam is arranged at a certain distance, connection friction pile, the barricade plate is fixedly installed between friction pile and crossbeam, and described framed bent cant beam one end is connected with friction pile, and the other end is connected with oblique anchoring pile, the bent columns are connected to form framed bent with framed bent cant beam, and bent columns basis is set under the bent columns.The utility model draws anchor the vertical drag of component when providing the backfill of the embankment barricade soil body and vertical deformation, reached the small effect of quick, reduces cost, concealed work amount of constructing.
Description
Technical field
The utility model belongs to slope project technical field, and in particular to a kind of framed bent anchor draws barricade.
Background technology
It is a kind of the most frequently used supporting and retaining system method in slope project that anchor draws friction pile retaining wall, and structure type is friction pile+pre-
Stress anchor cable+breast boards.For embankment side slope, because the soil body behind barricade is that backfill is formed, the backfill of the soil body
The vertical deformation of journey and backfill can apply tangential loading to prestress anchorage cable.And anchor cable is a kind of flexible structure, do not possess
The bearing capacity of tangential loading, thus triggers substantial amounts of engineering accident.This mechanical relationship annoyings anchor and draws friction pile gear always
Application of the cob wall in embankment side slope, is a problem urgently to be resolved hurrily.
Utility model content
The utility model mainly solves anchor and draws friction pile retaining wall prestress anchorage cable to bear the technology of tangential drag to ask
Topic, there is provided a kind of new framed bent anchor draws barricade, in can effectively solving the problems, such as background technology.
In order to solve the above-mentioned technical problem, the utility model provides following technical scheme：Framed bent anchor draws barricade, framed bent
Anchor draw barricade by：Friction pile, crossbeam, barricade plate, framed bent cant beam, bent columns, oblique anchoring pile and bent columns basis composition, its feature exist
In：Friction pile arranges that build-in is arranged at a certain distance in side slope bottom below ground, crossbeam at a certain distance, connects friction pile,
Barricade plate is fixedly installed between friction pile and crossbeam, and framed bent cant beam one end is connected with friction pile, and the other end is connected with oblique anchoring pile,
Bent columns are connected to form framed bent with framed bent cant beam, and bent columns basis is set under bent columns.
Further, the framed bent cant beam is fixedly connected with oblique anchoring pile straight line, and level interval is identical with friction pile level interval.
Further, the framed bent cant beam, bent columns, oblique anchoring pile, framed bent column foundation and friction pile are arranged on approximately the same plane
On.
The beneficial effect that the utility model is reached is：Framed bent anchor draws barricade using the vertical bearing capacity of framed bent, there is provided fill out
The vertical drag of component is drawn anchor when square barricade soil body backfill and vertical deformation；By anchor pull portion in anchor drawing anti-slide pile structure system
Sheet bent structure is changed into, is constructed before banketing, it is to avoid tradition is first banketed and implements the soil body part anchor of anchor cable afterwards and pull into hole；Piece
The soil body after stake is separated into shape structure the zonule of a determining deviation, when banketing, the balanced backfill of branch mailbox, is rolled, and it is right to avoid banketing
The transverse shear stress of bent structure；Concealed work amount is small, reduces cost, reduces that duration, construction quality be controllable, implementation is strong.
Brief description of the drawings
Fig. 1 is that framed bent anchor described in the utility model draws barricade overall structure diagram；
In figure：1st, friction pile；2nd, barricade plate；3rd, crossbeam；4th, framed bent cant beam；5th, bent columns；6th, oblique anchoring pile；7th, framed bent base for post
Plinth；8th, earth's surface backfill interface.
Specific embodiment
Preferred embodiment of the present utility model is illustrated below in conjunction with accompanying drawing, it will be appreciated that described herein excellent
Select embodiment to be merely to illustrate and explain the utility model, be not used to limit the utility model.
Embodiment：Fig. 1 is referred to, the utility model framed bent anchor draws barricade, including：Friction pile 1, crossbeam 3, barricade plate 2, row
Frame cant beam 4, bent columns 5, oblique anchoring pile 6 and framed bent column foundation 7, it is characterised in that：The friction pile 1 is arranged at a certain distance, embedding
Side slope bottom below ground is fixed in, the crossbeam 3 is arranged at a certain distance, connects friction pile 1, the barricade plate 2 is fixedly installed
Between friction pile 1 and crossbeam 3, described one end of framed bent cant beam 4 is connected with friction pile 1, and the other end is connected with oblique anchoring pile 6, described
Bent columns 5 are connected to form framed bent with framed bent cant beam 4, and the bent columns set bent columns basis 75 times.
Further, the framed bent cant beam 4 is fixedly connected with the straight line of oblique anchoring pile 6, level interval and the level interval phase of friction pile 1
Together.
Further, the framed bent cant beam 4, bent columns 5, oblique anchoring pile 6, framed bent column foundation 7 and friction pile 1 are arranged on same
In plane.
When the utility model is implemented, the first step is implemented：The build-in part of friction pile 1, oblique anchoring pile 6, framed bent column foundation 7.Second
Step is implemented：Friction pile 1, crossbeam 3, barricade plate 2, framed bent cant beam 4, bent columns 5.3rd step implements gear rolling earth behind retaining wall.Barricade framed bent
To be banketed the zonule that is distinguished into certain spacing, and on framed bent both sides, symmetrical equilibrium is banketed, rolled.
Finally it should be noted that：Preferred embodiment of the present utility model is the foregoing is only, this is not limited to
Utility model, although being described in detail to the utility model with reference to the foregoing embodiments, for those skilled in the art
For, it can still modify to the technical scheme described in foregoing embodiments, or to which part technical characteristic
Carry out equivalent.It is all it is of the present utility model spirit and principle within, any modification, equivalent substitution and improvements made etc.,
Should be included within protection domain of the present utility model.
Claims (3)
1. framed bent anchor draws barricade, including：Friction pile (1), crossbeam (3), barricade plate (2), framed bent cant beam (4), bent columns (5), tiltedly
Anchoring pile (6) and framed bent column foundation (7), it is characterised in that：The friction pile (1) arranges that build-in is in side slope bottom at a certain distance
Below ground, the crossbeam (3) arranges that connection friction pile (1), the barricade plate (2) is fixedly installed on antiskid at a certain distance
Between stake (1) and crossbeam (3), described framed bent cant beam (4) one end is connected with friction pile (1), and the other end is connected with oblique anchoring pile (6),
The bent columns (5) are connected to form framed bent with framed bent cant beam (4), and bent columns basis (7) are set under the bent columns (5).
2. framed bent anchor according to claim 1 draws barricade, it is characterised in that the framed bent cant beam (4) is straight with oblique anchoring pile (6)
Line is fixedly connected, and level interval is identical with friction pile (1) level interval.
3. framed bent anchor according to claim 1 draws barricade, it is characterised in that the framed bent cant beam (4), bent columns (5), tiltedly
Anchoring pile (6), framed bent column foundation (7) and friction pile (1) are arranged in approximately the same plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621238634.1U CN206220120U (en) | 2016-11-11 | 2016-11-11 | Framed bent anchor draws barricade |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621238634.1U CN206220120U (en) | 2016-11-11 | 2016-11-11 | Framed bent anchor draws barricade |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206220120U true CN206220120U (en) | 2017-06-06 |
Family
ID=58789933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621238634.1U Active CN206220120U (en) | 2016-11-11 | 2016-11-11 | Framed bent anchor draws barricade |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206220120U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107435339A (en) * | 2017-09-11 | 2017-12-05 | 芜湖凡达机械科技有限公司 | A kind of framed bent anchor draws barricade |
| CN109403321A (en) * | 2018-09-14 | 2019-03-01 | 中国人民解放军陆军勤务学院 | Construction method of filling slope prestressed anchor cable |
| CN110965576A (en) * | 2019-11-21 | 2020-04-07 | 四川宝鑫建设有限公司 | Pile plate retaining wall construction method capable of shortening construction period |
| CN112049073A (en) * | 2020-08-08 | 2020-12-08 | 浙江水利水电学院 | River bank protection structure and construction method thereof |
-
2016
- 2016-11-11 CN CN201621238634.1U patent/CN206220120U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107435339A (en) * | 2017-09-11 | 2017-12-05 | 芜湖凡达机械科技有限公司 | A kind of framed bent anchor draws barricade |
| CN109403321A (en) * | 2018-09-14 | 2019-03-01 | 中国人民解放军陆军勤务学院 | Construction method of filling slope prestressed anchor cable |
| CN110965576A (en) * | 2019-11-21 | 2020-04-07 | 四川宝鑫建设有限公司 | Pile plate retaining wall construction method capable of shortening construction period |
| CN112049073A (en) * | 2020-08-08 | 2020-12-08 | 浙江水利水电学院 | River bank protection structure and construction method thereof |
| CN112049073B (en) * | 2020-08-08 | 2022-03-22 | 浙江水利水电学院 | River bank protection structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211228 Address after: 12-2, No. 22, Jiangong East Village, Shapingba District, Chongqing 400030 Patentee after: Ye Xiaoming Patentee after: Ran Quan Patentee after: Guo Yurui Address before: 12-2, No.22, Jiangong East Village, Shapingba District, Chongqing 400045 Patentee before: Ye Xiaoming |
|
| TR01 | Transfer of patent right |