CN207727612U - Rib column formula anchored bolt retaining wall structure - Google Patents
Rib column formula anchored bolt retaining wall structure Download PDFInfo
- Publication number
- CN207727612U CN207727612U CN201720593457.7U CN201720593457U CN207727612U CN 207727612 U CN207727612 U CN 207727612U CN 201720593457 U CN201720593457 U CN 201720593457U CN 207727612 U CN207727612 U CN 207727612U
- Authority
- CN
- China
- Prior art keywords
- rib column
- anchor pole
- breast boards
- rib
- guan liang
- 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.)
- Expired - Fee Related
Links
- 210000000481 breast Anatomy 0.000 claims abstract description 17
- 239000011435 rock Substances 0.000 claims abstract description 6
- 239000000945 filler Substances 0.000 claims abstract description 5
- 239000004567 concrete Substances 0.000 claims description 7
- 239000011150 reinforced concrete Substances 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 2
- 230000009545 invasion Effects 0.000 abstract description 2
- 239000002689 soil Substances 0.000 abstract 1
- 238000011105 stabilization Methods 0.000 abstract 1
- 238000007596 consolidation process Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model is related to slope supporting construction applications, disclose rib column formula anchored bolt retaining wall structure, it is made of rib column, breast boards, anchor pole, Guan Liang, waist rail, wherein rib column bottom end is placed in wall front platform or less, Guan Liang is set at the top of rib column, setting waist rail and anchor pole in the middle part of rib column, breast boards are placed on the inside of rib column, are closely knit filler after breast boards, anchor pole one end anchors into firm rock mass, and other end anchor is in rib column.It is connected and fixed by rib column, waist rail, Guan Liang and anchor pole in the utility model and solves the problems, such as resistant slide and anti-stabilization, breast boards is placed in earth-retaining on the inside of rib column, soil pressure can be reached by rib column and anchor pole in rock mass stability, to efficiently solve the problems, such as the supporting and retaining system of side slope, with smaller section structure and slope ratio of slope, obtain larger supporting and retaining system height, realize that quantities is small, simple for process, the duration is shorter, cost is relatively low, safety coefficient is high, alien invasion is beautiful and generous, be conducive to existing building drop-over, reach preferable effect.
Description
Technical field
The utility model is related to geotechnical engineering fields, more particularly to the rib column formula anchored bolt retaining wall knot in side slope consolidation projects
Structure.
Background technology
In side slope consolidation projects, it is frequently encountered that lateral slope of ground is steep, and slope surface is uneven, side slope top needs to force
Gu basement rock hard excavation in side slope lower part is difficult, retaining structure only has the case where a little slope space, and the conventional practice is to use stake
The structures such as board wall, anchor cable pile plate wall carry out supporting and retaining system, but in these structure constructions, need by pore digging, reinforcing bar cage hoisting,
Pile concrete, binding Guan Liang reinforcing bar, cast Guan Liang concrete, breast boards bar planting, assembling reinforcement, shuttering, cast gear is perfused
The deficiencies of native board concrete, the techniques such as construction anchor cable, there are pore digging difficulty, complex procedures, duration are longer, and cost is higher.
Invention content
Technical problem to be solved by the invention is to provide a kind of rib column formula anchored bolt retaining wall structures, with smaller retaining structure
Volume, smaller earthwork evacuation amount obtain larger supporting and retaining system height, higher safety coefficient, are built preferably with existing supporting and retaining system
Contain connecing property and simple and fast working procedure, shorter duration and more economical cost etc..
The present invention is realized by following technical proposals：It is made of rib column, breast boards, anchor pole, Guan Liang, waist rail
Supporting and retaining system system, wherein rib column bottom end is placed in wall front platform or less, rib column top is placed at wall top platform absolute altitude, in the middle part of rib column
Waist rail and anchor pole are set, and wall top sets Guan Liang, and armoured concrete slab is placed on the inside of rib column, and anchor pole one end anchors into rock mass stability, separately
One end anchor is in rib column, and the closely knit filler of layering filling, construction procedure are after breast boards：1., finishing side slope surface；2., apply
Make anchor pole；3., apply rib column and breast boards；4., apply waist rail and Guan Liang.
The beneficial effects of the invention are as follows：Not only side slope plays the role of effective supporting and retaining system, can be with less structure bricklaying
Amount and earthwork evacuation amount as few as possible obtain larger supporting and retaining system height, realization quantities is small, simple for process, the duration is shorter,
Cost is relatively low, safety coefficient is high, moulds with existing supporting and retaining system building preferably containing connecing effect.
Description of the drawings
The present invention will be further described below with reference to the drawings.
Fig. 1 is the cross-sectional configuration schematic diagram of the utility model rib column formula anchored bolt retaining wall constructive embodiment.
Fig. 2 is the elevational schematic view of the utility model rib column formula anchored bolt retaining wall constructive embodiment.
Code description in figure：1- rib columns；2- anchor poles；3- waist rails；4- breast boards；5- Guan Liangs；Filler after 6- walls；7- wall tops are flat
Platform；8- original slopes；9- wall front platforms.
Specific implementation mode
The utility model is further illustrated with reference to the accompanying drawings and examples.
As shown in Figure 1, being provided with reinforced concrete rib column 1, anchor pole 2, breast boards 4, waist rail 3, Guan Liang in the side of former slopes 8
(5), 1 bottom end of rib column is placed in 9 or less wall front platform, 1 top of rib column is placed at 7 absolute altitude of wall top platform, and waist rail is arranged in the middle part of rib column
3, wall top sets Guan Liang 5, and armoured concrete slab 4 is placed in 1 inside of rib column, and 2 one end of anchor pole anchors into rock mass stability 8, other end anchor in
In rib column 1, the closely knit filler 6 of layering filling after breast boards 4.
The utility model is realized by following technical proposals：It is by rib column, breast boards, anchor pole, Guan Liang, waist rail
The supporting and retaining system system of composition, construction procedure are：1., finishing side slope surface；2., apply anchor pole；3., apply rib column and breast boards；
4., apply waist rail and Guan Liang.
Further, the utility model is connect by reinforced concrete rib column 1, waist rail 3, Guan Liang 5, breast boards 4 with anchor pole 2 solid
It is fixed, improve the resistant slide and stability against overturning of rib column formula anchor retaining wall structure, with smaller retaining wall section width, compared with
Small earthwork evacuation amount obtains larger supporting and retaining system height, has largely saved quantities.
Further, the utility model can not only play the role of effective supporting and retaining system with side slope, with smaller quantities, obtain compared with
Big supporting and retaining system height, and rib column formula anchored bolt retaining wall dexterously can be built drop-over with existing supporting and retaining system, made with preferable flexibility
Whole alien invasion is beautiful and generous, be conducive to other landscapes arrange arrange in pairs or groups, be not only suitable for scenic spot, bustling business district and
The place more demanding to landscape such as high-end residential cell uses, and also is adapted for, control of investment small in cross-sectional direction slope space
Sternly, the place that safety requirements is high, construction period is short is promoted the use of.
Some principles of the utility model rib column formula anchored bolt retaining wall structure described above that only explains through diagrams, are not intended to
By the utility model be confined to shown in and the concrete structure and the scope of application in, therefore it is every be possible to be utilized it is corresponding
Modification and equivalent, belong to the apllied the scope of the claims of the utility model.
Claims (1)
1. rib column formula anchored bolt retaining wall structure, it is characterized in that：It is mixed by reinforced concrete rib column, reinforced concrete breast boards, anchor pole, reinforcing bar
The supporting and retaining system system of solidifying Guan Liang, reinforced concrete waist rail composition, wherein rib column bottom end is placed in wall front platform or less, rib column top is placed in
At wall top platform absolute altitude, waist rail is set, wall top sets Guan Liang, and armoured concrete slab is placed on the inside of rib column, anchor pole one end in the middle part of rib column
Anchor into rock mass stability, other end anchor in rib column, after breast boards layering insert closely knit filler, by reinforced concrete rib column,
Waist rail, Guan Liang, breast boards and anchor pole are connected and fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720593457.7U CN207727612U (en) | 2017-05-25 | 2017-05-25 | Rib column formula anchored bolt retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720593457.7U CN207727612U (en) | 2017-05-25 | 2017-05-25 | Rib column formula anchored bolt retaining wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207727612U true CN207727612U (en) | 2018-08-14 |
Family
ID=63089837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720593457.7U Expired - Fee Related CN207727612U (en) | 2017-05-25 | 2017-05-25 | Rib column formula anchored bolt retaining wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207727612U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114032932A (en) * | 2021-12-15 | 2022-02-11 | 中煤科工重庆设计研究院(集团)有限公司 | Construction method of mixed retaining structure |
-
2017
- 2017-05-25 CN CN201720593457.7U patent/CN207727612U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114032932A (en) * | 2021-12-15 | 2022-02-11 | 中煤科工重庆设计研究院(集团)有限公司 | Construction method of mixed retaining structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180814 |