CN203729324U - Anchor rod lattice type retaining wall structure - Google Patents
Anchor rod lattice type retaining wall structure Download PDFInfo
- Publication number
- CN203729324U CN203729324U CN201420002419.6U CN201420002419U CN203729324U CN 203729324 U CN203729324 U CN 203729324U CN 201420002419 U CN201420002419 U CN 201420002419U CN 203729324 U CN203729324 U CN 203729324U
- Authority
- CN
- China
- Prior art keywords
- lattice
- anchor pole
- concrete
- wall
- retaining structure
- 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
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model relates to an anchor rod lattice type retaining wall structure. The anchor rod lattice type retaining wall structure comprises a concrete coping and a concrete base, a wall top line is arranged in the top of the concrete coping, the concrete base is arranged at the bottom of a retaining wall, a transverse lattice and a vertical lattice are mounted between the concrete coping and the concrete base and are vertical to each other, a shingle is mounted between the transverse lattice and the vertical lattice, an anchor rod is mounted at the cross of the transverse lattice and the vertical lattice, a water drain hole is formed in the middle of the shingle, and a settlement joint is formed in the transverse lattice. The anchor rod lattice type retaining wall structure well overcomes the disadvantages of a normal treatment scheme, guarantees the stability of an excavation slope, lowers the engineering construction difficulty, saves the engineering investment, and reduces the floor space.
Description
Technical field
The utility model relates to a kind of anchor pole lattice wall-retaining structure.
Background technology
At present, along with the fast development of China's economic construction, in forming place, railway bed, highway subgrade, inevitably there is excavation side slope.Generally exist following several situation slope gradient can not slow down to stablizing ratio of slope: it is limited 1, to put slope, there is the critical facility such as building or highway on top, slope; 2, landform is precipitous, slows down side slope and cuts domatic long-pending huge; 3, the relatively high area of land expropriation cost.
For addressing the above problem operated by rotary motion gravity retaining structure or stake plate class retaining structure.Traditional gravity retaining structure wall body and basic volume are larger, need the cubic metre of earth and stone of excavation more, and because of can not reverse construction, often interim excavation slope ratio of slope need delay maybe needs to arrange guarantee stable temporary support structures temporarily; Stake plate class retaining structure can solve the deficiency of some gravity retaining structures, but engineering construction difficulty is still larger, and construction investment is still higher.Therefore traditional solution engineering construction difficulty is large, risk is high, engineering quantity is large, construction investment is high, dispose weak effect.
Summary of the invention
Technical problem to be solved in the utility model is the deficiency existing for above-mentioned prior art and a kind of the stable of excavation slope body that ensure is provided, and reduces engineering construction difficulty, saves construction investment, reduces the anchor pole lattice wall-retaining structure of floor space.
The utility model for the technical scheme that the problem of the above-mentioned proposition of solution adopts is: a kind of anchor pole lattice wall-retaining structure, comprise that concrete bears down on one and concrete foundation, the concrete top of bearing down on one is provided with wall top line, concrete foundation is arranged at barricade bottom, below described concrete bears down on one and between concrete foundation top, be provided with orthogonal horizontal lattice and vertical lattice, laterally between lattice and vertical lattice, be provided with shingle nail, laterally lattice is provided with anchor pole with vertical lattice intersection, in the middle of shingle nail, be provided with spilled water hole, laterally on lattice, be provided with settlement joint.
Press such scheme, described settlement joint vertically arranges, interval 10-20M between adjacent settlement joint.
Press such scheme, described anchor pole inside is provided with locating support, and anchor pole is reinforced concrete structure.
Press such scheme, described anchor pole is total length binding type anchor pole, and the outer anchor section of anchor pole is arranged in horizontal lattice and vertical lattice, and the interior anchor section of anchor pole is arranged at by a massif of gear.
Press such scheme, the whole height of described anchor pole lattice wall-retaining structure is not more than 20m.
Press such scheme, it is cast-in-place concrete structure that described concrete bears down on one with concrete foundation.
Press such scheme, described horizontal lattice is monolithic reinforced concrete structure with vertical lattice.
Press such scheme, described shingle nail is monolithic reinforced concrete structure.
Press such scheme, described spilled water hole pass through wall surface plate is arranged at after wall in rock mass and shingle nail, and pre-buried flexible porous tube.
The beneficial effects of the utility model are:
1, by reverse construction, ensure construction safety, reduced difficulty of construction.2, reduce side slope temporary lining measure by reverse construction, and can, according to the design slope gradient slope that disappears, reduce construction costs.3, anchor pole lattice barricade is can ratio of slope steeper, even vertically arranges, and has reduced earthwork evacuation, has reduced floor space.4, lattice and shingle nail are the cast-in-situ concrete member that size is less, and it is less that engineering quantity is compared Gravity Retaining Wall.5, body sliding force in slope is mainly born by total length Grouted bolt, has ensured engineering safety.
Brief description of the drawings
Fig. 1 is the plane structure schematic diagram of a kind of anchor pole lattice wall-retaining structure of the present utility model.
Fig. 1 is the sectional drawing structural representation of a kind of anchor pole lattice wall-retaining structure of the present utility model.
Fig. 3 is the anchor pole constructional drawing of a kind of anchor pole lattice wall-retaining structure of the present utility model.
In figure: 1001, anchor pole, 1002, vertical lattice, 1003, horizontal lattice, 1004, shingle nail, 1005, concrete bears down on one, 1006, wall top line, 1007, concrete foundation, 1008, wall bottom line, 1009, spilled water hole, 1010, settlement joint, 1011, top, slope landform or place, 1012, toe road or place, 1013, locating support, 1014, anchor hole, 1015, mortar anchoring body.
Detailed description of the invention
Further illustrate embodiment of the present utility model below in conjunction with accompanying drawing.
Referring to Fig. 1, Fig. 2 and Fig. 3, a kind of anchor pole lattice wall-retaining structure, comprise concrete bear down on one 1005 with concrete foundation 1007, concrete 1005 tops of bearing down on one are provided with wall top line 1006, concrete foundation 1007 is arranged at barricade bottom, concrete bears down on one and between 1005 belows and concrete foundation 1007 tops, is provided with orthogonal horizontal lattice 1003 and vertical lattice 1002, laterally between lattice 1003 and vertical lattice 1002, be provided with shingle nail 1004, laterally lattice 1003 is provided with anchor pole 1001 with vertical lattice 1002 intersections, in the middle of shingle nail 1004, be provided with spilled water hole 1009, laterally on lattice 1003, be provided with settlement joint 1010, settlement joint 1010 vertically arranges, interval 10-20M between adjacent settlement joint 1010.
Anchor pole 1001 inside are provided with locating support 1013, are reinforced concrete structure; Anchor pole 1001 is total length binding type anchor pole, and the outer anchor section of anchor pole 1001 is arranged at the infall of transverse grid 1003 and vertical anchor pole 1002, and the interior anchor section of anchor pole 1001 is arranged at by a massif of gear.
The height of this anchor pole lattice wall-retaining structure body of wall is not more than 20m, ratio of slope is 1:n, and n can be infinitely great, and metope can vertically arrange, concrete bear down on one 1005 with concrete foundation 1007 be cast-in-place concrete structure, laterally lattice 1003 is monolithic reinforced concrete structure with vertical lattice 1002; In shingle nail 1004, first boring, then arranges flexible porous tube, and extends to outside barricade metope, forms spilled water hole 1009.
Slope excavation is after certain altitude, generally be not more than 5m, the anchor hole 1014 of constructing in this altitude range, locating support 1013 is installed, and skyhook, 1001, the inside slip casting of carrying out again anchor hole 1014 forms mortar anchoring body 1015, injecting paste material is M30 cement mortar, form total length Grouted bolt 1001, after anchoring body 1015 intensity reach 50%, repair domatic, assembling reinforcement, installation form, build vertical lattice 1002, laterally lattice 1003 and shingle nail 1004, the concrete of building again barricade top bears down on one 1005, when barricade concrete construction, need reserve spilled water hole 1009, the longitudinal length of spilled water hole 1009 is 10～20m, spilled water hole 1009 pass through wall surface plates 1004 are arranged at after wall in rock mass and shingle nail 1004, and pre-buried flexible porous tube, laterally on lattice 1003, settlement joint 1010 is being set, settlement joint 1010 width are 2～3cm.
Until the vertical lattice 1002 of this height, laterally lattice 1003, shingle nail 1004 and concrete bear down on one 1005 intensity reach 50% after stripping, start the earthwork evacuation operation of next height, repeat again above-mentioned anchor pole 1001, vertical lattice 1002, the laterally construction of lattice 1003, shingle nail 1004, spilled water hole 1009, settlement joint 1010, until the concrete foundation 1007 of having constructed.
This anchor pole lattice barricade has adopted reverse construction, i.e. in layer construction from top to bottom, and geological condition is closed in layer height tying and construction equipment situation is determined, and the height of general every layer is no more than 5m.
This structure has ensured the stable of slope body, reduces engineering construction difficulty, saves construction investment, reduces floor space.
The above; be only preferred embodiment of the present utility model, not the utility model done to any pro forma restriction, those skilled in the art utilize the technology contents of above-mentioned announcement to make a little simple modification; equivalent variations or modification, all drop in protection domain of the present utility model.
Claims (9)
1. an anchor pole lattice wall-retaining structure, comprise that concrete bears down on one and concrete foundation, the concrete top of bearing down on one is provided with wall top line, concrete foundation is arranged at barricade bottom, below concrete described in it is characterized in that bears down on one and between concrete foundation top, be provided with orthogonal horizontal lattice and vertical lattice, laterally between lattice and vertical lattice, be provided with shingle nail, laterally lattice is provided with anchor pole with vertical lattice intersection, in the middle of shingle nail, be provided with spilled water hole, laterally on lattice, be provided with settlement joint.
2. anchor pole lattice wall-retaining structure according to claim 1, is characterized in that, described settlement joint vertically arranges, interval 10-20M between adjacent settlement joint.
3. anchor pole lattice wall-retaining structure according to claim 1, is characterized in that, described anchor pole inside is provided with locating support, and anchor pole is reinforced concrete structure.
4. anchor pole lattice wall-retaining structure according to claim 2, is characterized in that, described anchor pole is total length binding type anchor pole, and the outer anchor section of anchor pole is arranged in horizontal lattice and vertical lattice, and the interior anchor section of anchor pole is arranged at by a massif of gear.
5. anchor pole lattice wall-retaining structure according to claim 1, is characterized in that, the whole height of described anchor pole lattice wall-retaining structure is not more than 20m.
6. anchor pole lattice wall-retaining structure according to claim 1, is characterized in that, it is cast-in-place concrete structure that described concrete bears down on one with concrete foundation.
7. anchor pole lattice wall-retaining structure according to claim 1, is characterized in that, described horizontal lattice is monolithic reinforced concrete structure with vertical lattice.
8. anchor pole lattice wall-retaining structure according to claim 1, is characterized in that, described shingle nail is monolithic reinforced concrete structure.
9. anchor pole lattice wall-retaining structure according to claim 1, is characterized in that, described spilled water hole pass through wall surface plate is arranged at after wall in rock mass and shingle nail, and pre-buried flexible porous tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420002419.6U CN203729324U (en) | 2014-01-02 | 2014-01-02 | Anchor rod lattice type retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420002419.6U CN203729324U (en) | 2014-01-02 | 2014-01-02 | Anchor rod lattice type retaining wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203729324U true CN203729324U (en) | 2014-07-23 |
Family
ID=51199409
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420002419.6U Expired - Fee Related CN203729324U (en) | 2014-01-02 | 2014-01-02 | Anchor rod lattice type retaining wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203729324U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104762978A (en) * | 2014-12-26 | 2015-07-08 | 浙江省电力设计院 | Anchor rod gravity retaining wall for high slope support and manufacturing method |
| CN105887895A (en) * | 2016-06-08 | 2016-08-24 | 贵州正业工程技术投资有限公司 | Foundation supporting device for reinforcing support through karst broken rock body |
| CN106522248A (en) * | 2016-11-25 | 2017-03-22 | 重庆市基础工程有限公司 | Method for reinforcing soil slope and slope reinforcing device |
| CN107447776A (en) * | 2017-05-11 | 2017-12-08 | 吴震 | The pull-type vertical retaining wall structure structure of anchor and construction method |
| CN107964980A (en) * | 2017-12-18 | 2018-04-27 | 中国移动通信集团甘肃有限公司 | Lattice counterfort wall and construction method with earth anchor |
| CN109868837A (en) * | 2019-04-09 | 2019-06-11 | 易朋莹 | A kind of rib column formula anchored bolt retaining wall of no cutting |
| CN114263210A (en) * | 2021-12-29 | 2022-04-01 | 中国电建集团河南省电力勘测设计院有限公司 | Prefabricated integral type utility tunnel lattice stock barricade |
-
2014
- 2014-01-02 CN CN201420002419.6U patent/CN203729324U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104762978A (en) * | 2014-12-26 | 2015-07-08 | 浙江省电力设计院 | Anchor rod gravity retaining wall for high slope support and manufacturing method |
| CN105887895A (en) * | 2016-06-08 | 2016-08-24 | 贵州正业工程技术投资有限公司 | Foundation supporting device for reinforcing support through karst broken rock body |
| CN106522248A (en) * | 2016-11-25 | 2017-03-22 | 重庆市基础工程有限公司 | Method for reinforcing soil slope and slope reinforcing device |
| CN107447776A (en) * | 2017-05-11 | 2017-12-08 | 吴震 | The pull-type vertical retaining wall structure structure of anchor and construction method |
| CN107964980A (en) * | 2017-12-18 | 2018-04-27 | 中国移动通信集团甘肃有限公司 | Lattice counterfort wall and construction method with earth anchor |
| CN109868837A (en) * | 2019-04-09 | 2019-06-11 | 易朋莹 | A kind of rib column formula anchored bolt retaining wall of no cutting |
| CN114263210A (en) * | 2021-12-29 | 2022-04-01 | 中国电建集团河南省电力勘测设计院有限公司 | Prefabricated integral type utility tunnel lattice stock barricade |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203729324U (en) | Anchor rod lattice type retaining wall structure | |
| CN105421485B (en) | Construction method of high-fill prefabricated cast-in-situ combined pile slab wall protection structure | |
| CN205116217U (en) | Height is filled and is prefabricated cast -in -place combination formula stake siding wall protective structure | |
| CN105464134B (en) | Multi-layer underground space is along inverse combining construction method and supporting construction under existing facility | |
| CN101967786B (en) | Airfield pavement structure with box-type shock-isolation foundation | |
| CN103485363A (en) | Three-dimensional continuous frame type reinforced concrete structure retaining wall | |
| CN103938634B (en) | A kind of deep foundation pit supporting structure and construction method | |
| CN205399090U (en) | On stride highway's pile foundation reinforced concrete railway roadbed structure | |
| CN105239586A (en) | Support structure for supporting foundation pit and method for supporting foundation pit | |
| CN109750571A (en) | A kind of road landslide emergency and permanent supporting and retaining system integral structure and construction method | |
| CN209989833U (en) | Assembled prefabricated staggered combined retaining wall | |
| CN107816056A (en) | Filled type concrete gravity retaining wall and its construction technology | |
| CN101838957B (en) | Integral type T-shaped outer cantilever roads and construction method thereof | |
| CN105926391B (en) | A kind of curb method for widening of existing railway roadbed | |
| CN104652444B (en) | Construction method for overall reverse operation of ultra-large type deep foundation pit center island type alternative earth excavation | |
| CN105064711B (en) | Method for constructing underground garage between residential buildings | |
| CN103526781A (en) | Integrated-tray, shock-insulation and reinforcing structure for historic building foundation and construction method thereof | |
| CN204753261U (en) | Light -duty road bed of a doublestage shelves structure | |
| CN205348221U (en) | Merogenesis formula prefabricated barricade building block and retaining wall structure on an empty stomach | |
| CN103572680B (en) | The roadbed filling construction method of coal mine gob | |
| CN107190769A (en) | Stop well construction between a kind of underground deep space of soft soil foundation | |
| CN207176700U (en) | A kind of solid matter perfusion inner support of pile foundation ditch permanent support structure under complex environment | |
| CN102966109A (en) | Method for constructing zonal deep foundation pit bottom sealing of soft soil foundation | |
| CN203284795U (en) | Buttressed retaining wall with anchor board | |
| CN202730796U (en) | Existing retaining wall rib plate type unloading reinforcing structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20140723 Termination date: 20210102 |