CN103343532A - Pre-stressed anchor cable pile-slab wall - Google Patents
Pre-stressed anchor cable pile-slab wall Download PDFInfo
- Publication number
- CN103343532A CN103343532A CN2013102812983A CN201310281298A CN103343532A CN 103343532 A CN103343532 A CN 103343532A CN 2013102812983 A CN2013102812983 A CN 2013102812983A CN 201310281298 A CN201310281298 A CN 201310281298A CN 103343532 A CN103343532 A CN 103343532A
- Authority
- CN
- China
- Prior art keywords
- anchor cable
- wall
- supporting body
- board wall
- waist rail
- 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.)
- Granted
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a pre-stress anchor cable pile-slab wall which comprises a supporting wall, at least two walings arranged transversely are arranged on the supporting wall, a plurality of diagonal bracing anchor cables are installed on each waling, each anchor cable penetrates through the supporting wall, moreover, the tail end of each anchor cable is fixed in an soil layer on the rear side of the supporting wall, and the heads of the anchor cables are fixed on the walings. A capping beam is arranged at the top of the supporting wall, and the anchor cables extend downward obliquely. According to the pre-stress anchor cable pile-slab wall, if cement-mixed piles are adopted for the slab wall, safety of a foundation ditch within 6m in a sludge stratum can be ensured, and the safety of the foundation ditch or a side slope within 12m in the soil layer or a soft rock layer can be ensured. if cast-in-place piles are adopted for the slab wall, the safety of the foundation ditch within 9m in the sludge stratum can be ensured, and the safety of the foundation ditch or the side slope within 12m in the soil layer or the soft rock layer can be ensured.
Description
Technical field
The present invention relates to a kind of Prestressed Anchor Cable Poling Board Wall, belong to the concrete support technical field of construction that is applied to foundation ditch and place, slope.
Background technology
At present, deep foundation ditch, high slope supporting have adopts interior support, stake barricade, anchor pole, spray anchor etc., in support the cost height, speed of application is slow, stake barricade and the combination of a stake barricade anchor pole do not reach the supporting requirement, construction prestressed cable particularly has its difficulty at broken ground.Same foundation ditch or slope retaining are guaranteeing under the safe prerequisite, support in mostly adopting, or other method, cost height, speed of application are also slow.
Summary of the invention
For solve the broken ground environment in, the big problem of board wall difficulty the invention provides a kind of Prestressed Anchor Cable Poling Board Wall.
Purpose of the present invention is come specific implementation by the following technical programs:
A kind of Prestressed Anchor Cable Poling Board Wall, comprise the supporting body of wall, be provided with the waist rail of at least two lateral arrangement at the supporting body of wall, the anchor cable of several diagonal braces is installed at each waist rail, each anchor cable passes described supporting body of wall and the latter end of anchor cable is fixed in the soil layer of supporting body of wall rear side, the head of anchor cable is fixed on the waist rail, is provided with capping beam at the top of described supporting body of wall, and described anchor cable is tilted to down extension.
Preferably, described supporting body of wall is formed by the overlapping overlap joint of several cement mixing piles, and is provided with the castinplace pile of a plurality of dispersed placement in the outside of several described cement mixing piles; Described capping beam is erected at the top of described castinplace pile.Described anchor cable passes described cement mixing pile and is fixed on the waist rail.
Perhaps selectable, described supporting body of wall is spliced to form by several cement boards, is provided with a castinplace pile at the seam crossing of adjacent two cement boards; Described capping beam is erected at the top of described castinplace pile.Described anchor cable passes described cement board and is fixed on the waist rail.
The inclination angle of described anchor cable is the arbitrary value between the 0-45 degree.
Further selectable, described anchor cable is the tension type anchor cable, comprises free section and anchoring section, and described free section is arranged in leading portion implantation soil layer and can be free to slide, and described anchoring section is arranged in latter end and implants and be anchored in soil layer.
Perhaps, described anchor cable is the pressure-type anchor cable, and namely total length is free section, does not do anchoring section.
Described waist rail is i beam or other steel work section bar or reinforced concrete beam.
Prestressed Anchor Cable Poling Board Wall of the present invention, the board wall that adopts cement mixing pile to constitute can guarantee 6m with interior foundation ditch safety on the mud stratum, soil layer or soft rock can guarantee that 12m is with interior foundation ditch or side slope safety; The board wall that adopts castinplace pile to constitute can guarantee 9m with interior foundation ditch safety on the mud stratum, soil layer or soft rock can guarantee that 12m is with interior foundation ditch or side slope safety.
Description of drawings
The present invention is described in further detail with embodiment with reference to the accompanying drawings below.
Fig. 1 is the structure chart of the described Prestressed Anchor Cable Poling Board Wall of the embodiment of the invention.
Fig. 2 is the Facad structure figure of embodiment one;
Fig. 3 is the plan structure figure (having omitted capping beam among the figure) of embodiment one;
Fig. 4 is the Facad structure figure of embodiment two;
Fig. 5 is the plan structure figure (having omitted capping beam among the figure) of embodiment two.
The specific embodiment
As shown in Figure 1, the described a kind of Prestressed Anchor Cable Poling Board Wall of the embodiment of the invention, comprise supporting body of wall 1, be provided with the waist rail 2 of at least two lateral arrangement at supporting body of wall 1, at each waist rail 2 anchor cable 3 of several diagonal braces is installed, each anchor cable 3 passes described supporting body of wall and the latter end of anchor cable is fixed in the soil layer of supporting body of wall 1 rear side, and the head of anchor cable 3 is fixed on the waist rail 2, be provided with capping beam 4 at the top of described supporting body of wall 1, described anchor cable 3 is tilted to down extension.
Described anchor cable 3 is the tension type anchor cable, comprises free section 31 and anchoring section 32, and described free section 31 is arranged in leading portion implantation soil layer and can be free to slide, and described anchoring section 32 is arranged in latter end and implants and be anchored in soil layer.
Perhaps, described anchor cable 3 also can be made as the pressure-type anchor cable, and namely total length is free section, does not do anchoring section.
Described waist rail 2 is i beam or other steel work section bar or reinforced concrete beam.
Preferred embodiment one, shown in Fig. 2 to 3, described supporting body of wall 1 is formed by several cement mixing pile 11 overlapping overlap joints, and is provided with the castinplace pile 12 of a plurality of dispersed placement in the outside of several described cement mixing piles 11; The described roof beam structure 4 that bears down on one is located at the top of described castinplace pile 12.Described anchor cable 3 passes described cement mixing pile and is fixed on the waist rail 2.
Preferred embodiment two, shown in Fig. 4 to 5, described supporting body of wall 1 is spliced to form by several cement boards 13, is provided with a castinplace pile 12 at the seam crossing of adjacent two cement boards 13; The described roof beam structure 4 that bears down on one is located at the top of described castinplace pile 12.Described anchor cable 3 passes described cement board 13 and is fixed on the waist rail 2.
The inclination angle of described anchor cable 3 is the arbitrary value between the 0-45 degree.
Prestressed Anchor Cable Poling Board Wall of the present invention, the board wall that adopts cement mixing pile to constitute can guarantee 6m with interior foundation ditch safety on the mud stratum, soil layer or soft rock can guarantee that 12m is with interior foundation ditch or side slope safety; The board wall that adopts castinplace pile to constitute can guarantee 9m with interior foundation ditch safety on the mud stratum, soil layer or soft rock can guarantee that 12m is with interior foundation ditch or side slope safety.
Claims (10)
1. Prestressed Anchor Cable Poling Board Wall, comprise the supporting body of wall, it is characterized in that, be provided with the waist rail of at least two lateral arrangement at the supporting body of wall, at each waist rail the anchor cable of several diagonal braces is installed, each anchor cable passes described supporting body of wall and the latter end of anchor cable is fixed in the soil layer of supporting body of wall rear side, and the head of anchor cable is fixed on the waist rail, top at described supporting body of wall is provided with capping beam, and described anchor cable is tilted to down extension.
2. Prestressed Anchor Cable Poling Board Wall as claimed in claim 1 is characterized in that, described supporting body of wall is formed by the overlapping overlap joint of several cement mixing piles, and is provided with the castinplace pile of a plurality of dispersed placement in the outside of several described cement mixing piles.
3. Prestressed Anchor Cable Poling Board Wall as claimed in claim 1 is characterized in that, described supporting body of wall is spliced to form by several cement boards, is provided with a castinplace pile at the seam crossing of adjacent two cement boards.
4. as claim 2 or 3 described Prestressed Anchor Cable Poling Board Wall, it is characterized in that described capping beam is erected at the top of described castinplace pile.
5. Prestressed Anchor Cable Poling Board Wall as claimed in claim 2 is characterized in that, described anchor cable passes described cement mixing pile and is fixed on the waist rail.
6. Prestressed Anchor Cable Poling Board Wall as claimed in claim 3 is characterized in that, described anchor cable passes described cement board and is fixed on the waist rail.
7. Prestressed Anchor Cable Poling Board Wall as claimed in claim 1 is characterized in that, the inclination angle of described anchor cable is the arbitrary value between the 0-45 degree.
8. Prestressed Anchor Cable Poling Board Wall as claimed in claim 1, it is characterized in that described anchor cable is the tension type anchor cable, comprise free section and anchoring section, described free section is arranged in leading portion implantation soil layer and can be free to slide, and described anchoring section is arranged in latter end and implants and be anchored in soil layer.
9. Prestressed Anchor Cable Poling Board Wall as claimed in claim 1 is characterized in that, described anchor cable is the pressure-type anchor cable, and namely total length is free section, does not do anchoring section.
10. as any described Prestressed Anchor Cable Poling Board Wall in the claim 1 to 9, it is characterized in that described waist rail is i beam or other steel work section bar or reinforced concrete beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310281298.3A CN103343532B (en) | 2013-07-05 | 2013-07-05 | Pre-stressed anchor cable pile-slab wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310281298.3A CN103343532B (en) | 2013-07-05 | 2013-07-05 | Pre-stressed anchor cable pile-slab wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103343532A true CN103343532A (en) | 2013-10-09 |
| CN103343532B CN103343532B (en) | 2015-05-13 |
Family
ID=49278357
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310281298.3A Active CN103343532B (en) | 2013-07-05 | 2013-07-05 | Pre-stressed anchor cable pile-slab wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103343532B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727302A (en) * | 2015-03-30 | 2015-06-24 | 中铁七局集团第三工程有限公司 | Cast-in-place construction process for inter-pile board wall between slide-resistant piles |
| CN107700527A (en) * | 2017-11-07 | 2018-02-16 | 兰州理工大学 | Add the cantilever retaining wall and construction method of pilaster and anchor pole |
| CN110374191A (en) * | 2019-07-31 | 2019-10-25 | 同济大学建筑设计研究院(集团)有限公司 | A kind of outer wall of basement component and its construction method with protective function |
| CN111794247A (en) * | 2020-07-28 | 2020-10-20 | 广东万信建设工程科技有限公司 | Foundation pit supporting structure and construction method thereof |
| CN112343633A (en) * | 2020-10-30 | 2021-02-09 | 华北科技学院 | Advanced support method for mining roadway |
| CN112761039A (en) * | 2019-11-03 | 2021-05-07 | 中铁二院工程集团有限责任公司 | Road shoulder pile plate wall large-deformation reinforcing structure and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008150947A (en) * | 2003-02-05 | 2008-07-03 | Ohbayashi Corp | Wall structure in which permanent anchor is executed, and construction method of wall structure in which permanent anchor is executed |
| CN201679014U (en) * | 2009-07-10 | 2010-12-22 | 李中国 | Novel type sheet-pile retaining wall |
| CN102330432A (en) * | 2011-06-16 | 2012-01-25 | 兰州理工大学 | Panel-type framework prestressed anchor rod flexible support structure and construction method thereof |
| CN102518135A (en) * | 2011-12-29 | 2012-06-27 | 标力建设集团有限公司 | Foundation pit support construction method combining horizontal rotary jet-grouting soil bolting and bore concrete piles |
| CN202689031U (en) * | 2012-05-23 | 2013-01-23 | 福建工程学院 | Deep foundation pit retaining and protecting retaining wall |
-
2013
- 2013-07-05 CN CN201310281298.3A patent/CN103343532B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008150947A (en) * | 2003-02-05 | 2008-07-03 | Ohbayashi Corp | Wall structure in which permanent anchor is executed, and construction method of wall structure in which permanent anchor is executed |
| CN201679014U (en) * | 2009-07-10 | 2010-12-22 | 李中国 | Novel type sheet-pile retaining wall |
| CN102330432A (en) * | 2011-06-16 | 2012-01-25 | 兰州理工大学 | Panel-type framework prestressed anchor rod flexible support structure and construction method thereof |
| CN102518135A (en) * | 2011-12-29 | 2012-06-27 | 标力建设集团有限公司 | Foundation pit support construction method combining horizontal rotary jet-grouting soil bolting and bore concrete piles |
| CN202689031U (en) * | 2012-05-23 | 2013-01-23 | 福建工程学院 | Deep foundation pit retaining and protecting retaining wall |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727302A (en) * | 2015-03-30 | 2015-06-24 | 中铁七局集团第三工程有限公司 | Cast-in-place construction process for inter-pile board wall between slide-resistant piles |
| CN104727302B (en) * | 2015-03-30 | 2016-06-29 | 中铁七局集团第三工程有限公司 | Board wall cast-in-place construction technique between a kind of friction pile stake |
| CN107700527A (en) * | 2017-11-07 | 2018-02-16 | 兰州理工大学 | Add the cantilever retaining wall and construction method of pilaster and anchor pole |
| CN110374191A (en) * | 2019-07-31 | 2019-10-25 | 同济大学建筑设计研究院(集团)有限公司 | A kind of outer wall of basement component and its construction method with protective function |
| CN112761039A (en) * | 2019-11-03 | 2021-05-07 | 中铁二院工程集团有限责任公司 | Road shoulder pile plate wall large-deformation reinforcing structure and construction method |
| CN111794247A (en) * | 2020-07-28 | 2020-10-20 | 广东万信建设工程科技有限公司 | Foundation pit supporting structure and construction method thereof |
| CN112343633A (en) * | 2020-10-30 | 2021-02-09 | 华北科技学院 | Advanced support method for mining roadway |
| CN112343633B (en) * | 2020-10-30 | 2022-06-17 | 华北科技学院 | Advanced support method for mining roadway |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103343532B (en) | 2015-05-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103343532B (en) | Pre-stressed anchor cable pile-slab wall | |
| CN102002956B (en) | Multi-level fully-closed reinforcement technology of exposed fault zone of excavated side slope | |
| CN104452784B (en) | Composite bolt pile used for slope strengthening and construction technique of composite bolt pile | |
| CN201671108U (en) | Riverside shoulder prestressing anchor cable sheet-pile wall | |
| CN109555137A (en) | A kind of high gradient slope joint retaining structure and its construction method | |
| US9683347B2 (en) | Systems and methods to reinforce excavation walls | |
| CN105239586A (en) | Support structure for supporting foundation pit and method for supporting foundation pit | |
| CN210529712U (en) | Construction structure for foundation pit crossing underground pipeline area | |
| CN107245953A (en) | The bent device and crossed construction method of a kind of multilayer bridge structure | |
| CN203174614U (en) | Prestressed anchor cable pile slab wall | |
| KR100726984B1 (en) | Temporary system for land-side protection wall | |
| CN102304927A (en) | Prestress anchor cable buttress-type parapet suitable for rock substrate | |
| CN108798681B (en) | Underpinning system for zero-distance crossing existing subway station by middle-hole method and construction method thereof | |
| CN220266568U (en) | Be applied to combination supporting construction of subway foundation ditch | |
| CN203755320U (en) | Crush rock zone side slope reinforcing structure | |
| CN103334421A (en) | Pre-stressed anchor cable slab-pile wall | |
| CN209211459U (en) | Skirt piles are gone along with sb. to guard him in a kind of buried subway station PBA | |
| CN104196036A (en) | Foundation pit supporting structure and method based on old underground outdoor wall structure | |
| CN209669718U (en) | A kind of existing hangar tunnel combination stone cut off wall structure of rockfall protection | |
| CN203411972U (en) | Prestressed anchor sheet-pile wall | |
| CN111305182A (en) | Soft foundation reinforcement construction method | |
| CN114032932B (en) | Construction method of hybrid retaining structure | |
| CN212612595U (en) | Label foundation | |
| CN105241320A (en) | Controlled blasting and protecting method for major bridge foundation on two sides of high and steep gorge in scenic spot | |
| CN104612728A (en) | Roadway supporting method for forming cross point by penetrating through existing roadway |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |