CN205387721U - Highway retaining wall reinforced structure - Google Patents
Highway retaining wall reinforced structure Download PDFInfo
- Publication number
- CN205387721U CN205387721U CN201620211963.0U CN201620211963U CN205387721U CN 205387721 U CN205387721 U CN 205387721U CN 201620211963 U CN201620211963 U CN 201620211963U CN 205387721 U CN205387721 U CN 205387721U
- Authority
- CN
- China
- Prior art keywords
- retaining wall
- anchoringwire
- basement rock
- support post
- penetrates
- 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
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Abstract
The utility model discloses a highway retaining wall reinforced structure, including retaining wall and basement rock, the right side of retaining wall is provided with the steel frame construction, be provided with the backfill soil layer between retaining wall and the basement rock, the lower extreme and the concrete foundation fixed connection of retaining wall, the left side of retaining wall is provided with the support post, the bottom and the concrete foundation fixed connection of support post, the concrete has been pour between support post and the retaining wall, be provided with the anchor cable between retaining wall and the basement rock, during the one end of anchor cable penetrates the basement rock, during the other end penetrates the retaining wall, the anchor cable penetrates the one end of retaining wall and installs the anchor board, be provided with the reticular layer on the right flank of basement rock. This highway retaining wall reinforced structure has advantages such as reasonable, the firm degree height of structural design, safe practicality, can increase substantially the intensity of retaining wall, prolongs the life of retaining wall, can generally use widely.
Description
Technical field
This utility model belongs to municipal construction equipment technical field, is specifically related to a kind of Road Retaining Walls ruggedized construction.
Background technology
In highway, water conservancy, construction of hydropower plant, the material such as stone masonry, concrete is used to be widely used in already in engineering practice as retaining wall material.Retaining wall is in running, owing to being subject to the erosion of rainwater and subsoil water, the freeze-thaw damage of winter alternates with summer and other weatherings for a long time, the material property making the Binder Materials between masonry reduces, the phenomenons such as Binder Materials is loose or locally empties even occur, affect the physical and mechanical property of masonry structure barricade, thus it is stable to jeopardize retaining wall structure.Processing mode conventional in current engineering is for rebuilding after removing, but would generally affect the stable of wall upper back upper side slope when removing or interrupt removing road section traffic volume；Simultaneously in existing consolidation process, the Binder Materials building by laying bricks or stones between material inside masonry mostly can not be made full, thus affecting the physical and mechanical property of masonry retaining wall, strengthen weathering damage, shortening retaining wall service life.
Utility model content
The purpose of this utility model is in that to provide a kind of Road Retaining Walls ruggedized construction, with the problem solving to propose in above-mentioned background technology.
For achieving the above object, this utility model provides following technical scheme: a kind of Road Retaining Walls ruggedized construction, including retaining wall and basement rock, the right side of described retaining wall is provided with steel frame construction, it is provided with back fill course between described retaining wall and basement rock, the lower end of described retaining wall is fixing with concrete pedestal to be connected, the left side of described retaining wall is provided with support post, the bottom of described support post is fixing with concrete pedestal to be connected, concrete has been built between described support post and retaining wall, it is provided with anchoringwire between described retaining wall and basement rock, one end of described anchoringwire penetrates in basement rock, the other end penetrates in retaining wall, described anchoringwire penetrates one end of retaining wall and is provided with anchor plate, the right flank of described basement rock is provided with lamina reticularis.
Preferably, described anchoringwire is that flexibility sockets rope or rigidity sockets bar, and described anchoringwire is at least provided with 3 groups, and described anchoringwire is horizontally obliquely installed down, and the inclination angle of anchoringwire is 18-28 °, described anchoringwire penetrates one end of basement rock and is also installed with anchor plate.
Preferably, described support post is steel pipe or reinforcing bar.
Preferably, described steel frame construction is connected and composed by H profile steel and batten plate, the inside casting concrete of described steel frame construction.
Preferably, described lamina reticularis is made up of reinforcing bar or steel-pipe welding.
Compared with prior art, the beneficial effects of the utility model are: this Road Retaining Walls ruggedized construction, by being obliquely installed by anchoringwire so that anchoringwire is bigger to the pulling force of retaining wall, and retaining wall is more firm；By installing anchor plate at the two ends of anchoringwire so that the end lifting surface area of anchoringwire is bigger, the anchoring degree of anchoringwire is more firm, by the design of lamina reticularis so that anchoringwire gos deep into the part of basement rock can overall stress；This Road Retaining Walls ruggedized construction, has the advantages such as reasonable in design, firmness are high, safe and practical, can increase substantially the intensity of retaining wall simultaneously, extends the service life of retaining wall, it is possible to popularity uses.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure: 1 basement rock, 2 lamina reticularises, 3 anchoringwires, 4 support posts, 5 retaining walls, 6 steel frame constructions, 7 anchor plates, 8 back fill courses, 9 concrete pedestals.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model, rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art obtain under not making creative work premise, broadly fall into the scope of this utility model protection.
nullThis utility model provides a kind of Road Retaining Walls ruggedized construction as shown in Figure 1，Including retaining wall 5 and basement rock 1，The right side of described retaining wall 5 is provided with steel frame construction 6，It is provided with back fill course 8 between described retaining wall 5 and basement rock 1，Described steel frame construction 6 is mainly connected and composed by H profile steel and batten plate，The inside casting concrete of described steel frame construction 6，The lower end of described retaining wall 5 is fixing with concrete pedestal 9 to be connected，The left side of described retaining wall 5 is provided with support post 4，Described support post 4 is steel pipe or reinforcing bar，The bottom of described support post 4 is fixing with concrete pedestal 9 to be connected，Concrete has been built between described support post 4 and retaining wall 5，It is provided with anchoringwire 3 between described retaining wall 5 and basement rock 1，Described anchoringwire 3 sockets rope for flexibility or rigidity sockets bar，Described anchoringwire 3 is at least provided with 3 groups，Described anchoringwire 3 is horizontally obliquely installed down，And the inclination angle of anchoringwire 3 is 18-28 °，Described anchoringwire 3 penetrates one end of basement rock 1 and is also installed with anchor plate 7，One end of described anchoringwire 3 penetrates in basement rock 1，The other end penetrates in retaining wall 5，One end that described anchoringwire 3 penetrates retaining wall 5 is provided with anchor plate 7，The right flank of described basement rock 1 is provided with lamina reticularis 2，Described lamina reticularis 2 is mainly made up of reinforcing bar or steel-pipe welding.
Operation principle: when this Road Retaining Walls ruggedized construction uses, first one end of anchoringwire 3 is installed to through lamina reticularis 2 inside of basement rock 1, then the other end of anchoringwire 3 is installed to through retaining wall 5 inside of steel frame construction 6, finally casting concrete in back fill course 8 can be completed the reinforcing to retaining wall 5 structure；This Road Retaining Walls ruggedized construction, has the advantages such as reasonable in design, firmness are high, safe and practical, can increase substantially the intensity of retaining wall simultaneously, extends the service life of retaining wall, it is possible to popularity uses.
Last it is noted that the foregoing is only preferred embodiment of the present utility model; it is not limited to this utility model; although this utility model being described in detail with reference to previous embodiment; for a person skilled in the art; technical scheme described in foregoing embodiments still can be modified by it; or wherein portion of techniques feature is carried out equivalent replacement; all within spirit of the present utility model and principle; any amendment of being made, equivalent replacement, improvement etc., should be included within protection domain of the present utility model.
Claims (5)
- null1. a Road Retaining Walls ruggedized construction，Including retaining wall (5) and basement rock (1)，It is characterized in that: the right side of described retaining wall (5) is provided with steel frame construction (6)，Back fill course (8) it is provided with between described retaining wall (5) and basement rock (1)，The lower end of described retaining wall (5) is fixing with concrete pedestal (9) to be connected，The left side of described retaining wall (5) is provided with support post (4)，The bottom of described support post (4) is fixing with concrete pedestal (9) to be connected，Concrete has been built between described support post (4) and retaining wall (5)，Anchoringwire (3) it is provided with between described retaining wall (5) and basement rock (1)，One end of described anchoringwire (3) penetrates in basement rock (1)，The other end penetrates in retaining wall (5)，Described anchoringwire (3) penetrates one end of retaining wall (5) and is provided with anchor plate (7)，The right flank of described basement rock (1) is provided with lamina reticularis (2).
- 2. a kind of Road Retaining Walls ruggedized construction according to claim 1, it is characterized in that: described anchoringwire (3) sockets rope for flexibility or rigidity sockets bar, described anchoringwire (3) is at least provided with 3 groups, described anchoringwire (3) is horizontally obliquely installed down, and the inclination angle of anchoringwire (3) is 18-28 °, described anchoringwire (3) penetrates one end of basement rock (1) and is also installed with anchor plate (7).
- 3. a kind of Road Retaining Walls ruggedized construction according to claim 1, it is characterised in that: described support post (4) is steel pipe or reinforcing bar.
- 4. a kind of Road Retaining Walls ruggedized construction according to claim 1, it is characterised in that: described steel frame construction (6) is connected and composed by H profile steel and batten plate, the inside casting concrete of described steel frame construction (6).
- 5. a kind of Road Retaining Walls ruggedized construction according to claim 1, it is characterised in that: described lamina reticularis (2) is made up of reinforcing bar or steel-pipe welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620211963.0U CN205387721U (en) | 2016-03-18 | 2016-03-18 | Highway retaining wall reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620211963.0U CN205387721U (en) | 2016-03-18 | 2016-03-18 | Highway retaining wall reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205387721U true CN205387721U (en) | 2016-07-20 |
Family
ID=56380684
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620211963.0U Expired - Fee Related CN205387721U (en) | 2016-03-18 | 2016-03-18 | Highway retaining wall reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205387721U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
-
2016
- 2016-03-18 CN CN201620211963.0U patent/CN205387721U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170523 Address after: 050011 Shijiazhuang, South Building, Hebei, South Street, No. 38 Patentee after: CSCEC ROAD AND BRIDGE GROUP CO., LTD. Address before: 054000 Hebei, North Bridge Road, Xingtai, No. 41 Patentee before: Zhang Le |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160720 Termination date: 20210318 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |