CN107447776A - The pull-type vertical retaining wall structure structure of anchor and construction method - Google Patents
The pull-type vertical retaining wall structure structure of anchor and construction method Download PDFInfo
- Publication number
- CN107447776A CN107447776A CN201710710394.3A CN201710710394A CN107447776A CN 107447776 A CN107447776 A CN 107447776A CN 201710710394 A CN201710710394 A CN 201710710394A CN 107447776 A CN107447776 A CN 107447776A
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- China
- Prior art keywords
- construction method
- anchor
- anchor pole
- basis
- pull
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Classifications
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- 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
Abstract
The present invention relates to slope supporting construction applications, disclose the pull-type vertical retaining wall structure structure of anchor and construction method, and it connects the sliding-resistant system formed with anchor pole by basis, armoured concrete slab.The present invention can obtain larger supporting and retaining system height with less section structure and vertical chest slope, realize that quantities is small, technique is simple, the duration is shorter, cost is relatively low, safety coefficient is high, and alien invasion is smooth attractive in appearance, is advantageous to mould preferable landscape effect.Its construction method：1st, the construction method in the preferable location of geological conditions：1., excavation slope to designed elevation, 3., on the basis of described 2., apply basis and anchor pole, apply armoured concrete slab, and be allowed to be connected with anchor pole；2nd, the construction method of geology defective sector：1., apply and anchor pole, 2., excavation slope to designed elevation pre-reinforcement is carried out to excavation slope, 3., earth-retaining foundation of wall is applied, 4. on the basis of described, applies armoured concrete slab, and be allowed to be connected with anchor pole.
Description
Technical field
The present invention relates to Geotechnical Engineering field, more particularly to the pull-type vertical retaining wall structure structure of the anchor in side slope consolidation projects and
Construction method.
Background technology
In the side slope consolidation projects in scenic spot or top-grade building area, side slope is frequently encountered because of the limited supporting and retaining system knot in space
Structure must be vertically arranged or the only slope space of very little, and the situation higher to retaining structure appearance requirement, the conventional practice
That supporting and retaining system is carried out using the structure such as pile plate wall, anchor cable pile plate wall, but the stake of these structures and anchor cable, stake and plate, plate and Guan Liang it
Between junction it is all uneven, alien invasion aesthetics is poor, in addition, apply man-hour requirement by pore digging, reinforcing bar cage hoisting, filling
Note pile concrete, colligation Guan Liang reinforcing bar, cast Guan Liang concrete, breast boards bar planting, assembling reinforcement, shuttering, cast earth-retaining
The technique such as board concrete, construction anchor cable, not only complex procedures, controlled factordisease are more, the duration is longer, and cost is higher, also exist outer
Facade is uneven, the deficiencies of influenceing landscape effect.
The content of the invention
Technical problem：The technical problems to be solved by the invention are to provide a kind of pull-type vertical retaining wall structure structure of anchor and construction
Method, with less retaining wall section width, less earthwork evacuation amount, obtain larger supporting and retaining system height, higher safety
Coefficient, vertical smooth alien invasion attractive in appearance, and the working procedure of simple and fast, shorter duration and economic cost side slope
Carry out supporting and retaining system.
Technical scheme：The present invention is realized by following technical proposals：It is by basis, armoured concrete slab, anchor
The supporting and retaining system system of bar connection composition.
Construction method：1st, the construction method in the preferable location of geological conditions：1., excavation slope to designed elevation, 2., apply base
3., on the basis of described plinth and anchor pole, armoured concrete slab is applied, and be allowed to be connected with anchor pole；2nd, geology defective sector
Construction method：1., apply and anchor pole, 2., excavation slope to designed elevation pre-reinforcement is carried out to excavation slope, 3., applies gear
Cob wall basis, 4. on the basis of described, applies armoured concrete slab, and be allowed to be connected with anchor pole.
The beneficial effects of the invention are as follows：Not only side slope plays effective supporting and retaining system effect, can be with less section structure
With vertical chest slope, larger supporting and retaining system height is obtained, realizes that quantities is small, technique is simple, the duration is shorter, cost is relatively low, safety
Coefficient is high, vertical smooth alien invasion, is advantageous to arrange with other landscapes and arranges in pairs or groups, moulds preferable landscape effect.
Brief description of the drawings
The present invention is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is the cross-sectional configuration schematic diagram of the pull-type vertical retaining wall structure structure of anchor of the present invention and construction method embodiment.
Fig. 2 is the scene photograph figure after the completion of the pull-type vertical retaining wall structure constructive embodiment construction of anchor of the present invention.
Code description in figure：1-basis；2-anchor pole；3-armoured concrete slab；4-former slopes；5-embankment recently；
Excavation platform before 6-wall.
Embodiment
It is new to the present invention with reference to the accompanying drawings and examples to be described further.
As shown in Fig. 1, armoured concrete slab 3 is set in the former side of slopes 4, armoured concrete slab is placed on basis 1, and
It is connected with anchor pole 2, is constructing soil 5 recently between former slopes 4 and breast boards 3, armoured concrete slab 3 is beneficial to filling out recently
Build soil 5 and wall before excavation platform 6 greening, landscape arrangement carry out beautification matching.
The present invention is realized by following technical proposals：It is connected by basis 1, armoured concrete slab 3, anchor pole 2
The supporting and retaining system system of composition.
Further, construction method of the present invention in the preferable location of geological conditions：1., excavation slope 4 to designed elevation,
2., apply basis 1 and anchor pole 2,3., on described basic 1, apply armoured concrete slab 3, and be allowed to be connected with anchor pole 2.
Further, construction method of the present invention in geology defective sector：1., apply with anchor pole 2, excavation slope 4 is entered
2., excavation slope 4 to designed elevation row pre-reinforcement, 3., earth-retaining foundation of wall 1 is applied, 4. on described basic 1, applies reinforcing bar and mix
Concrete board 3, and be allowed to be connected with anchor pole 2.
Further, the present invention is connected by armoured concrete slab 3 and anchor pole 2, improves the pull-type vertical earth-retaining of anchor
The resistant slide and stability against overturning of wall construction, with less retaining wall section width, less earthwork evacuation amount, obtain compared with
Big supporting and retaining system height, has largely saved quantities.
Further, the present invention can not only play effective supporting and retaining system effect with side slope, with smaller quantities, obtain larger
Supporting and retaining system height, and the vertical smooth alien invasion of retaining wall is elegant in appearance, is advantageous to arrange with other landscapes and arranges in pairs or groups, is not only suitable for
Require that landscape higher place uses, and also is adapted for cross-section in scenic spot, bustling business district and high-end residential cell etc.
Face direction does not have slope space, and the place that control of investment is tight, safety requirements is high, construction period is short is promoted the use of.
Some principles of the anchor of the present invention pull-type vertical retaining wall structure structure described above that simply explains through diagrams, are not intended to
By the present invention be confined to shown in and described scheme and construction method within, therefore every corresponding modification for being possible to be utilized with
And equivalent, belong to the apllied the scope of the claims of the present invention.
Claims (7)
1. the pull-type vertical retaining wall structure structure of anchor and construction method, its design is by basis, armoured concrete slab and anchor pole
Connect the supporting and retaining system system of composition；Construction method：1st, the construction method in the preferable location of geological conditions：1., excavation slope to design mark
3., on the basis of described height, 2., basis and anchor pole are applied, applies armoured concrete slab, and be allowed to be connected with anchor pole；2、
The construction method of geology defective sector：1., apply and anchor pole, pre-reinforcement is carried out to excavation slope, 2., excavation slope is to designing mark
Height, 3., earth-retaining foundation of wall is applied, 4. on the basis of described, apply armoured concrete slab, and be allowed to be connected with anchor pole.
2. the pull-type vertical retaining wall structure structure of anchor and construction method according to claim 1, it is characterized in that：Armored concrete
On the basis of plate is placed in.
3. the pull-type vertical retaining wall structure structure of anchor and construction method according to claim 1, it is characterized in that：Armored concrete
Plate is the structure being connected with anchor pole.
4. the pull-type vertical retaining wall structure structure of anchor and construction method according to claim 1, it is characterized in that：Retaining structure is horizontal
The very little or none slope space in section direction.
5. the pull-type vertical retaining wall structure structure of anchor and construction method according to claim 1, it is characterized in that：Alien invasion is smooth
It is attractive in appearance, it is easy to arrange with other landscapes and arranges in pairs or groups.
6. the pull-type vertical retaining wall structure structure of anchor and construction method according to claim 1, it is characterized in that in geological conditions
The construction method in preferable location：1., excavation slope to designed elevation, 3., on the basis of described 2., apply basis and anchor pole, apply
Make armoured concrete slab, and be allowed to be connected with anchor pole.
7. the pull-type vertical retaining wall structure structure of anchor and construction method according to claim 1, it is characterized in that：Geology is poorly
The construction method of section：1., apply and anchor pole, 2., excavation slope to designed elevation pre-reinforcement is carried out to excavation slope, 3., applied
Earth-retaining foundation of wall, 4. on the basis of described, armoured concrete slab is applied, and be allowed to be connected with anchor pole.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720519098 | 2017-05-11 | ||
| CN2017205190980 | 2017-05-11 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107447776A true CN107447776A (en) | 2017-12-08 |
Family
ID=60492786
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710710394.3A Pending CN107447776A (en) | 2017-05-11 | 2017-08-18 | The pull-type vertical retaining wall structure structure of anchor and construction method |
| CN201721036186.1U Active CN207672602U (en) | 2017-05-11 | 2017-08-18 | The pull-type vertical retaining wall structure structure of anchor |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721036186.1U Active CN207672602U (en) | 2017-05-11 | 2017-08-18 | The pull-type vertical retaining wall structure structure of anchor |
Country Status (1)
| Country | Link |
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| CN (2) | CN107447776A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110093871A (en) * | 2019-04-18 | 2019-08-06 | 中铁四院集团西南勘察设计有限公司 | The culvert closing-in structure and its construction method of steep slope region are filled out suitable for height |
| CN110258628A (en) * | 2019-07-18 | 2019-09-20 | 中国电建集团成都勘测设计研究院有限公司 | Anchor draws road shoulder retaining wall |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352632A (en) * | 2011-07-29 | 2012-02-15 | 重庆大学 | Anchor rod sheet pile combined structure and method for reinforcing high filling body on one side of slope |
| CN203729324U (en) * | 2014-01-02 | 2014-07-23 | 中交第二航务工程勘察设计院有限公司 | Anchor rod lattice type retaining wall structure |
| WO2016095629A1 (en) * | 2014-12-15 | 2016-06-23 | 中铁第四勘察设计院集团有限公司 | Advanced support structure for oversized variable-cross-section tunnel |
-
2017
- 2017-08-18 CN CN201710710394.3A patent/CN107447776A/en active Pending
- 2017-08-18 CN CN201721036186.1U patent/CN207672602U/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352632A (en) * | 2011-07-29 | 2012-02-15 | 重庆大学 | Anchor rod sheet pile combined structure and method for reinforcing high filling body on one side of slope |
| CN203729324U (en) * | 2014-01-02 | 2014-07-23 | 中交第二航务工程勘察设计院有限公司 | Anchor rod lattice type retaining wall structure |
| WO2016095629A1 (en) * | 2014-12-15 | 2016-06-23 | 中铁第四勘察设计院集团有限公司 | Advanced support structure for oversized variable-cross-section tunnel |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110093871A (en) * | 2019-04-18 | 2019-08-06 | 中铁四院集团西南勘察设计有限公司 | The culvert closing-in structure and its construction method of steep slope region are filled out suitable for height |
| CN110258628A (en) * | 2019-07-18 | 2019-09-20 | 中国电建集团成都勘测设计研究院有限公司 | Anchor draws road shoulder retaining wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN207672602U (en) | 2018-07-31 |
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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: 20171208 |
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| WD01 | Invention patent application deemed withdrawn after publication |