CN203729311U - Cable-stayed concrete pile fixing slope protection structure - Google Patents
Cable-stayed concrete pile fixing slope protection structure Download PDFInfo
- Publication number
- CN203729311U CN203729311U CN201320381787.1U CN201320381787U CN203729311U CN 203729311 U CN203729311 U CN 203729311U CN 201320381787 U CN201320381787 U CN 201320381787U CN 203729311 U CN203729311 U CN 203729311U
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- pile
- slope
- cable
- stayed
- concrete pile
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Abstract
The utility model relates to a cable-stayed concrete pile fixing slope protection structure comprises a vertical pile and a cable-stayed pile. The cable-stayed pile is arranged on the edge of a foundation pit vertically, outwardly and cowardly, the vertical pile is arranged on the edge of the foundation pit, the cross of the vertical pile and the cable-stayed pile is poured integrally, the vertical pile is inserted into the bottom of the foundation pit, and the cable-stayed pile is inserted deeper than the vertical pile. The structure is adaptive to foundation excavation adjacent to existing buildings or facilities, road building facing a slope upwardly or cowardly or on the slope, and abrupt slope protection during constructions of a house or other facilities. Compared with the prior art, the cable-stayed concrete pile fixing slope protection structure has the advantages of small occupation, high fixation, flexibility in application and high promotion and application value.
Description
One, technical field
The utility model relates to construction work, is specifically related to a kind of oblique pull concrete pile solid protection slope structure.
Two, background technology
Follow urban development and social progress, adjoin highrise building, Lin Po building, cut slope building, wear ridge passage building etc., work progress has neutralized after engineering, all normal chance does not allow safety to put slope, need carry out interim or permanent solid protection slope demand, to meet the safety of construction and facility.Under prior art, the support forms that adopt soil nail wall, piled anchor, soldier pile, protective screening and aggregate measures are disposed more, in the construction of dell base, also occur that multistory reinforced concrete is subject to the construction method of force adaptive inner supporting body system, these technology and method are all with advantage separately, ensured normally carrying out and the safety of building facilities of work progress, but also because of inferior position separately as narrow in firmness, support force, application difficulty, space limited, the restriction of high in cost of production problem is limited.
Three, utility model content
The purpose of this utility model is for above problem and shortage, provides a kind of space narrow, the oblique pull concrete pile solid protection slope structure on wide-angle abrupt slope and permanent solid protection abrupt slope.
The purpose of this utility model is achieved through the following technical solutions:
A kind of oblique pull concrete pile solid protection slope structure, it comprises staking out and slope bolt piles, it is characterized in that vertically arranging in foundation ditch edge slope bolt piles outwards, downwards, in foundation ditch sideline, vertical staking out is set, staking out and slope bolt piles infall are cast for one, and foundation ditch bottom surface is goed deep in its staking out, slope bolt piles is deeper than staking out.
Level off hilltops build the road, in paddy ravine or on build the road, Lin Po builds a house etc. faces one side slope, arranges and domatic vertical, slope bolt piles that pile crown joins, pile V-type bifurcated, makes slope bolt piles be net structure in domatic parallel views plane
Oblique pull concrete pile solid protection of the present utility model slope structure compared with prior art, is applicable to adjoin existed building or facility place and excavates foundation ditch, and Shang Linpo, lower Lin Po or domatic building the road, build a house or build the abrupt slope solid protection in other facilities.There is area occupied little, the remarkable advantage such as firmness is high, applying flexible.Thereby there is good application value.
Four, brief description of the drawings
Fig. 1 be oblique pull concrete pile solid protection slope structure adjoin the horizontal sectional schematic diagram of existed building.
Fig. 2 is the Lin Po of the oblique pull concrete pile solid protection slope structure horizontal sectional schematic diagram of building the road.
Fig. 3 is the domatic slope bolt piles parallel views distribution schematic diagram of oblique pull concrete pile solid protection slope structure.
In figure 1, staking out; 2, slope bolt piles; 3 foundation ditches; 4, native stone layer; 5, existed building, 6, escarpment; 7 road surfaces; 8, gutter.
Five, detailed description of the invention
Below in conjunction with Figure of description, oblique pull concrete pile solid protection of the present utility model slope structure is done to following further description.
Embodiment 1: as shown in Figure 1, construct at the foundation ditch 3 adjoining in existed building 5 situations, do not have or put very less space, slope, foundation ditch 3 edges of setting, outwards, downwards bore reaming hole vertical with edge line, cloth muscle note concrete is constructed slope bolt piles 2, remove slope bolt piles 2 concrete in foundation ditch 3 edges, the interior reinforcing bar of indwelling slope bolt piles 2 also bends on one side, bore and beat 1 hole of staking out, cloth muscle and slope bolt piles 2 reinforcing bars and staking out 1 reinforcing bar welding are tied up, concreting forms one, and its staking out 1 should penetrate with the stone layer 4 of not breaking ground of foundation ditch 3 bottom surfaces, and slope bolt piles 2 is deeper than staking out 1.
Embodiment 2: as Fig. 2, shown in Fig. 3, in one side linear ramp, on the platform forming in excavation and ramping process, with design domatic vertical bore to, V-type bifurcated beat slope bolt piles 2 holes, cloth muscle is noted concrete, excavate and ramping complete after build staking out 1, and be connected to build with slope bolt piles 2 and be integrated.Being applied in the bank protection of roadside, between its 7 gutters 8, road surface and staking out, should leave gap.
Except the technical characterictic described in manual, be the known technology of those skilled in the art.
Claims (2)
1. an oblique pull concrete pile solid protection slope structure, it comprises staking out and slope bolt piles, it is characterized in that vertically arranging in foundation ditch edge slope bolt piles outwards, downwards, in foundation ditch sideline, vertical staking out is set, staking out and slope bolt piles infall are cast for one, and foundation ditch bottom surface is goed deep in its staking out, slope bolt piles is deeper than staking out.
2. oblique pull concrete pile solid protection structure according to claim 1, is characterized in that arranging and domatic vertical, slope bolt piles that pile crown joins, pile V-type bifurcated, makes slope bolt piles be net structure in domatic parallel views plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320381787.1U CN203729311U (en) | 2013-07-01 | 2013-07-01 | Cable-stayed concrete pile fixing slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320381787.1U CN203729311U (en) | 2013-07-01 | 2013-07-01 | Cable-stayed concrete pile fixing slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203729311U true CN203729311U (en) | 2014-07-23 |
Family
ID=51199396
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320381787.1U Expired - Lifetime CN203729311U (en) | 2013-07-01 | 2013-07-01 | Cable-stayed concrete pile fixing slope protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203729311U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264686A (en) * | 2014-09-30 | 2015-01-07 | 西南交通大学 | Method for supporting zero-occupation foundation pits neighboring to buildings of agglomeration areas |
| CN106120833A (en) * | 2016-08-24 | 2016-11-16 | 江西理工大学 | A kind of underground truss-like pile foundation and construction method thereof |
| CN106149745A (en) * | 2016-08-24 | 2016-11-23 | 江西理工大学 | A kind of truss type steel tube grouting pile basis and construction method thereof |
| CN106245668A (en) * | 2016-08-24 | 2016-12-21 | 江西理工大学 | A kind of truss-like pile foundation and construction method thereof |
-
2013
- 2013-07-01 CN CN201320381787.1U patent/CN203729311U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264686A (en) * | 2014-09-30 | 2015-01-07 | 西南交通大学 | Method for supporting zero-occupation foundation pits neighboring to buildings of agglomeration areas |
| CN104264686B (en) * | 2014-09-30 | 2016-01-06 | 西南交通大学 | The foundation pit supporting method of a kind of City Regions proximate building zero occupy-place |
| CN106120833A (en) * | 2016-08-24 | 2016-11-16 | 江西理工大学 | A kind of underground truss-like pile foundation and construction method thereof |
| CN106149745A (en) * | 2016-08-24 | 2016-11-23 | 江西理工大学 | A kind of truss type steel tube grouting pile basis and construction method thereof |
| CN106245668A (en) * | 2016-08-24 | 2016-12-21 | 江西理工大学 | A kind of truss-like pile foundation and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140723 |
|
| CX01 | Expiry of patent term |