CN211571780U - Rib plate type retaining wall structure for combined support of anchor rods and anchor cables - Google Patents
Rib plate type retaining wall structure for combined support of anchor rods and anchor cables Download PDFInfo
- Publication number
- CN211571780U CN211571780U CN201922342838.XU CN201922342838U CN211571780U CN 211571780 U CN211571780 U CN 211571780U CN 201922342838 U CN201922342838 U CN 201922342838U CN 211571780 U CN211571780 U CN 211571780U
- Authority
- CN
- China
- Prior art keywords
- prestressed anchorage
- anchor
- rib
- prestressed
- cable
- 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
- 239000010410 layer Substances 0.000 claims abstract description 23
- 239000004567 concrete Substances 0.000 claims abstract description 16
- 239000002689 soil Substances 0.000 claims abstract description 13
- 239000004576 sand Substances 0.000 claims abstract description 12
- 239000011435 rock Substances 0.000 claims abstract description 10
- 239000011241 protective layer Substances 0.000 claims abstract description 8
- 239000011083 cement mortar Substances 0.000 claims abstract description 4
- 239000011148 porous material Substances 0.000 claims description 6
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Images
Landscapes
- Piles And Underground Anchors (AREA)
- Road Paving Structures (AREA)
Abstract
The utility model discloses a stock and anchor rope joint support rib board formula retaining wall structure, including prestressed anchorage cable, prestressed anchorage pole, ground tackle, drain pipe, concrete panel, rib post, gravel protective layer, backfill soil, crown beam, rib post basic unit, sand bed course, supporting structure and wall baffle, rib post basic unit and concrete panel set up in the road bed sideline outside, prestressed anchorage cable and prestressed anchorage pole fixed connection, the one end of prestressed anchorage cable and prestressed anchorage pole is passed through cement mortar and is fixed on the rock stratum surface, the other end of prestressed anchorage cable and prestressed anchorage pole passes through bolt and rib post outside fixed connection. The utility model discloses a through being provided with rib post, prestressed anchorage cable, prestressed anchorage pole and backfill, can improve a great and stable initiative anchor pressure to the realization has both been consolidated deep rock mass, keeps the side slope overall stability, can fix top layer slope ground body again.
Description
Technical Field
The utility model relates to a slope reinforcement technical field, in particular to rib plate type retaining wall structure is jointly strutted to stock and anchor rope.
Background
The slope reinforcement and treatment usually adopts the modes of slope excavation, slope surface support, deep layer reinforcement, grouting treatment, retaining measures and the like. The winding mountain highway is often used as a heavy-duty transport line, and due to the influence of internal and external factors, partial slumping of a lower roadbed side slope can occur, so that partial loosening and collapse of a transport road side line can be caused, the original road width is narrowed, and the effective driving width is insufficient. To this problem, because the reinforcement engineering will reach two purposes, one is consolidating the deep rock mass to ensure the overall stability of side slope, and the other is fixing the slope top rock mass, in order to reduce domatic destruction, make the side slope administer the back road and resume and restore the original design width. Therefore, slope reinforcement treatment cannot be performed in a single manner.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a main aim at provides a rib board-like retaining wall structure is jointly strutted to stock and anchor rope, can effectively solve the problem in the background art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides an anchor rod and anchor rope jointly strut rib board-like retaining wall structure, includes prestressed anchorage cable, prestressed anchorage bar, ground tackle, drain pipe, concrete panel, rib post, gravel protective layer, backfill soil, hat roof beam, rib post basic unit, sand bed course, supporting structure and wall baffle, rib post basic unit and concrete panel set up in the road bed sideline outside, prestressed anchorage cable and prestressed anchorage bar fixed connection, prestressed anchorage cable and prestressed anchorage bar's one end is passed through cement mortar and is fixed on the rock stratum surface, prestressed anchorage cable and prestressed anchorage bar's the other end passes through bolt and rib post outside fixed connection, supporting structure includes drain pipe, gravel protective layer, prestressed anchorage bar and ground tackle.
Further, the bottom of rib post basic unit is provided with the sand bed course, rib post basic unit is rectangle post structure.
Furthermore, the crown beam is formed by prefabricating reinforced concrete, an anchor pull rod pore passage and an anchor cable pore passage are further arranged on the surface of the crown beam, and the crown beam is arranged above the rib column base layer.
Furthermore, the wall surface baffle plate is composed of two rib columns and a retaining plate, a water drainage hole is further formed in the retaining plate, and a reverse filtering layer is arranged on one side surface of the retaining plate.
Furthermore, the prestressed anchor is formed by welding two threaded steel bars, the prestressed anchor is of a beam structure, and the prestressed anchor is fixedly connected with the crown beam through bolts.
Further, the backfill soil is arranged on one side of the concrete panel, and multiple layers of the backfill soil are arranged.
Compared with the prior art, the utility model discloses following beneficial effect has:
(1): the utility model discloses a through being provided with rib post, prestressed anchorage cable, prestressed anchorage pole and backfill, can improve a great and stable initiative anchor pressure to the realization has both been consolidated deep rock mass, keeps the side slope overall stability, can fix top layer slope ground body again.
Drawings
Fig. 1 is a schematic view of the overall cross-sectional structure of the present invention.
Fig. 2 is a schematic view of the overall surface structure of the present invention.
Fig. 3 is a schematic view of the connection structure between the rib post and the concrete panel of the present invention.
Fig. 4 is a schematic structural view of the rib post base layer of the present invention.
In the figure: 1. a pre-stressed anchor cable; 2. a pre-stressed anchor rod; 3. an anchorage device; 4. a drain pipe; 5. a concrete panel; 6. a rib post; 7. a sand gravel protective layer; 8. backfilling; 9. a crown beam; 10. a rib post base layer; 11. a sand cushion layer; 12. a wall surface baffle; 13. and (5) a matched structure.
Detailed Description
Technical means for realizing the utility model; authoring features; the purpose and function are easily understood and appreciated, and the present invention will be further described with reference to the following detailed description.
As shown in fig. 1-4, an anchor rod and anchor cable combined supporting rib plate type retaining wall structure comprises a prestressed anchor cable 1, a prestressed anchor rod 2, an anchorage device 3, a drain pipe 4, a concrete panel 5, a rib column 6, a gravel protective layer 7, backfill soil 8, a crown beam 9, a rib column base layer 10, a sand cushion layer 11, a supporting structure 13 and a wall baffle 12, wherein the rib column base layer 10 and the concrete panel 5 are arranged outside a roadbed sideline, the prestressed anchor cable 1 and the prestressed anchor rod 2 are fixedly connected, one ends of the prestressed anchor cable 1 and the prestressed anchor rod 2 are fixed on the surface of a rock stratum through cement mortar, the other ends of the prestressed anchor cable 1 and the prestressed anchor rod 2 are fixedly connected with the outer side of the rib column 6 through bolts, and the supporting structure 13 comprises the drain pipe 4, the gravel protective layer 7, the prestressed anchor rod 2 and the anchorage device 3.
The bottom end of the rib column base layer 10 is provided with a sand cushion layer 11, and the rib column base layer 10 is of a rectangular column structure.
The crown beam 9 is formed by prefabricating reinforced concrete, an anchor pull rod pore passage and an anchor cable pore passage are further arranged on the surface of the crown beam 9, and the crown beam 9 is arranged above the rib column base layer 10.
The wall surface baffle 12 is composed of two rib columns 6 and a retaining plate, a water drainage hole is formed in the retaining plate, and a reverse filter layer is arranged on one side surface of the retaining plate.
The prestressed anchor rod 2 is formed by welding two threaded steel bars, the prestressed anchor rod 2 is of a beam structure, and the prestressed anchor rod 2 is fixedly connected with the crown beam 9 through bolts.
Wherein, the backfill soil 8 is arranged on one side of the concrete panel 5, and the backfill soil 8 is provided with a plurality of layers.
It should be noted that, the utility model relates to a stock and anchor rope combined support rib board formula retaining wall structure, in the use, at first, adopt reinforced concrete prefabricated crown beam 9, sand bed course 11 can be after clearing up the broken rock in top layer down dig the rectangular column basis, install on sand bed course 11 after rib post 6 finishes making, at this moment, install bottom concrete panel 5 again, concrete panel 5 installs from bottom to top layer upon layer, tower joint with rib post basic unit 10, make concrete panel 5 closely not leave the gap with rib post basic unit 10, after the installation finishes, backfill baffle rear through backfill soil 8, install one deck backfill soil 8, so circulate until the road surface height, wall baffle 12 relies on the pulling force of prestressed anchorage pole 2 and prestressed anchorage cable 1 of anchoring in the ground in order to bear the soil body lateral pressure, form rib post basic unit 10, prestressed anchorage cable 1, The system of prestressed anchorage pole 2 and 8 combined action of backfill can provide great and stable initiative anchor pressure, has both consolidated deep rock mass, keeps the side slope overall stability, can fix the top layer side slope ground body again.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides an anchor rod and anchor rope jointly strut rib board-like retaining wall structure, includes prestressed anchorage cable (1), prestressed anchorage pole (2), ground tackle (3), drain pipe (4), concrete panel (5), rib post (6), sand gravel protective layer (7), backfill soil (8), crown beam (9), rib post basic unit (10), sand cushion layer (11), supporting structure (13) and wall baffle (12), its characterized in that: rib post basic unit (10) and concrete panel (5) set up in the road bed sideline outside, prestressed anchorage cable (1) and prestressed anchorage pole (2) fixed connection, the one end of prestressed anchorage cable (1) and prestressed anchorage pole (2) is passed through cement mortar and is fixed on the rock stratum surface, the other end of prestressed anchorage cable (1) and prestressed anchorage pole (2) passes through bolt and rib post (6) outside fixed connection, supporting structure (13) are including drain pipe (4), gravel protective layer (7), prestressed anchorage pole (2) and ground tackle (3).
2. The anchor rod and anchor cable combined supporting rib plate type retaining wall structure according to claim 1, wherein: the bottom of rib post basic unit (10) is provided with sand bed course (11), rib post basic unit (10) are rectangle post structure.
3. The anchor rod and anchor cable combined supporting rib plate type retaining wall structure according to claim 1, wherein: the top beam (9) is formed by prefabricating reinforced concrete, an anchor pull rod pore passage and an anchor cable pore passage are further arranged on the surface of the top beam (9), and the top beam (9) is arranged above the rib column base layer (10).
4. The anchor rod and anchor cable combined supporting rib plate type retaining wall structure according to claim 1, wherein: the wall surface baffle (12) is composed of two rib columns (6) and a retaining plate.
5. The anchor rod and anchor cable combined supporting rib plate type retaining wall structure according to claim 1, wherein: the prestressed anchor rod (2) is formed by welding two threaded steel bars, the prestressed anchor rod (2) is of a beam structure, and the prestressed anchor rod (2) is fixedly connected with the crown beam (9) through bolts.
6. The anchor rod and anchor cable combined supporting rib plate type retaining wall structure according to claim 1, wherein: the backfill soil (8) is arranged on one side of the concrete panel (5), and multiple layers of the backfill soil (8) are arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922342838.XU CN211571780U (en) | 2019-12-24 | 2019-12-24 | Rib plate type retaining wall structure for combined support of anchor rods and anchor cables |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922342838.XU CN211571780U (en) | 2019-12-24 | 2019-12-24 | Rib plate type retaining wall structure for combined support of anchor rods and anchor cables |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211571780U true CN211571780U (en) | 2020-09-25 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922342838.XU Expired - Fee Related CN211571780U (en) | 2019-12-24 | 2019-12-24 | Rib plate type retaining wall structure for combined support of anchor rods and anchor cables |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211571780U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115198775A (en) * | 2022-08-13 | 2022-10-18 | 广东博意建筑设计院有限公司 | Filling area prestress anchor-pull type pile-plate wall and construction method thereof |
-
2019
- 2019-12-24 CN CN201922342838.XU patent/CN211571780U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115198775A (en) * | 2022-08-13 | 2022-10-18 | 广东博意建筑设计院有限公司 | Filling area prestress anchor-pull type pile-plate wall and construction method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200925 Termination date: 20211224 |