CN204238210U - Filling pile structure - Google Patents
Filling pile structure Download PDFInfo
- Publication number
- CN204238210U CN204238210U CN201420585649.XU CN201420585649U CN204238210U CN 204238210 U CN204238210 U CN 204238210U CN 201420585649 U CN201420585649 U CN 201420585649U CN 204238210 U CN204238210 U CN 204238210U
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- CN
- China
- Prior art keywords
- anchor plate
- pile
- annular slab
- pouch
- bored
- 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 kind of filling pile structure, comprise anchor plate, anchor plate both sides are provided with annular slab, annular slab adopts two boards body to be spliced, pinned connection is passed through between annular slab and anchor plate, annular slab is provided with bored pile, bored pile is two, and bored pile is vertically arranged on anchor plate, bored pile top extends in outside anchor plate upper surface, extend in outside prestress anchorage cable soffit through a prestress anchorage cable bottom it, main muscle is provided with between two bored piles, main muscle two ends are fixed on bored pile, also comprise pouch, pouch top is positioned at anchor plate soffit, be positioned on annular slab inner bottom surface bottom it, pouch and main muscle junction are provided with stiffener.This filling pile structure single pile bearing capacity is strong, and pulling test strength is high, and castinplace pile can be made to remain on stake holes center when burying underground as far as possible, and can not cause moving bar data excessive, construction is simple, and piling is convenient, sturdy and durable, effectively can reach consolidation effect.
Description
Technical field
The utility model relates to a kind of building facilities, particularly a kind of filling pile structure.
Background technology
China is vast in territory, and complex geologic conditions is various, and numerous Area distribution karst area.Carry out pile foundation construction in karst area very difficult, accident is many, and progress is slow, and cost is high, particularly on the stratum running into solution cavity, easily occurs the problems such as spillage, broken pile, solution cavity collapse.In recent years, along with the extensive use of Model analysis and self-rebound force balance loading case, when a large amount of Model analysis has been constructed, all can there is the tapering caused by engineering machinery drill bit in bottom, but load box and reinforcing bar castinplace pile are in put procedure, reinforcing bar castinplace pile inserts in tapered hole bottom, cause the reinforcing bar of whole pile body and load box to tilt, thus likely cause unnecessary accident to occur, and affect construction speed.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, and provide a kind of single pile bearing capacity strong, pulling test strength is high, and castinplace pile can be made to remain on stake holes center when burying underground as far as possible, can not cause moving the excessive filling pile structure of bar data.
To achieve these goals, the technical solution adopted in the utility model is such: filling pile structure of the present utility model, comprise anchor plate, anchor plate both sides are provided with annular slab, annular slab adopts two boards body to be spliced, pinned connection is passed through between annular slab and anchor plate, annular slab is provided with bored pile, bored pile is two, and bored pile is vertically arranged on anchor plate, bored pile top extends in outside anchor plate upper surface, extend in outside prestress anchorage cable soffit through a prestress anchorage cable bottom it, main muscle is provided with between two bored piles, main muscle two ends are fixed on bored pile, also comprise pouch, pouch top is positioned at anchor plate soffit, be positioned on annular slab inner bottom surface bottom it, pouch and main muscle junction are provided with stiffener, stiffener structure triangular in shape, stiffener is fixed between pouch and main muscle.
Further, as a kind of concrete form of structure, prestress anchorage cable described in the utility model has the through hole mated with bored pile.
Further, as a kind of concrete form of structure, prestress anchorage cable described in the utility model adopts ductile steel material to make.
Further, as a kind of concrete form of structure, the rounded structure of pouch cross-sectional area described in the utility model.
Further, as a kind of concrete form of structure, between main muscle described in the utility model and stiffener, be connected with guiding rib.
Further, as a kind of concrete form of structure, pouch described in the utility model has inflation inlet.
Compared with prior art, the utility model has the advantage of: this filling pile structure single pile bearing capacity is strong, pulling test strength is high, castinplace pile can be made to remain on stake holes center when burying underground as far as possible, can not cause moving bar data excessive, construction is simple, and piling is convenient, sturdy and durable, effectively can reach consolidation effect.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. anchor plate; 2. bored pile; 3. pouch; 4. annular slab; 5. main muscle; 6. stiffener; 7. prestress anchorage cable.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the utility model filling pile structure as shown in Figure 1, comprise anchor plate 1, anchor plate 1 both sides are provided with annular slab 4, annular slab 4 adopts two boards body to be spliced, pinned connection is passed through between annular slab 4 and anchor plate 1, annular slab 4 is provided with bored pile 2, bored pile 2 is two, and bored pile 2 is vertically arranged on anchor plate 1, bored pile 2 top extends in outside anchor plate 1 upper surface, extend in outside prestress anchorage cable 7 soffit through a prestress anchorage cable 7 bottom it, main muscle 5 is provided with between two bored piles 2, main muscle 5 two ends are fixed on bored pile 2, also comprise pouch 3, pouch 3 top is positioned at anchor plate 1 soffit, be positioned on annular slab 4 inner bottom surface bottom it, pouch 3 and main muscle 5 junction are provided with stiffener 6, stiffener 6 structure triangular in shape, stiffener 6 is fixed between pouch 3 and main muscle 5, described prestress anchorage cable 7 has the through hole mated with bored pile 2, described prestress anchorage cable 7 adopts ductile steel material to make, the rounded structure of described pouch 3 cross-sectional area, guiding rib is connected with between described main muscle 5 and stiffener 6, described pouch 3 has inflation inlet.
Filling pile structure single pile bearing capacity of the present utility model is strong, and pulling test strength is high, and castinplace pile can be made to remain on stake holes center when burying underground as far as possible, and can not cause moving bar data excessive, construction is simple, and piling is convenient, sturdy and durable, effectively can reach consolidation effect.Described prestress anchorage cable 7 has the through hole mated with bored pile 2, be convenient to the connection between prestress anchorage cable 7 and bored pile 2; Described prestress anchorage cable 7 adopts ductile steel material to make, and has good flexility; The rounded structure of described pouch 3 cross-sectional area, reasonable in design; Be connected with guiding rib between described main muscle 5 and stiffener 6, can guide effect be played; Described pouch 3 has inflation inlet, is convenient to inflate pouch 3.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (6)
1. a filling pile structure, comprise anchor plate, it is characterized in that: anchor plate both sides are provided with annular slab, annular slab adopts two boards body to be spliced, pinned connection is passed through between annular slab and anchor plate, annular slab is provided with bored pile, bored pile is two, and bored pile is vertically arranged on anchor plate, bored pile top extends in outside anchor plate upper surface, extend in outside prestress anchorage cable soffit through a prestress anchorage cable bottom it, main muscle is provided with between two bored piles, main muscle two ends are fixed on bored pile, also comprise pouch, pouch top is positioned at anchor plate soffit, be positioned on annular slab inner bottom surface bottom it, pouch and main muscle junction are provided with stiffener, stiffener structure triangular in shape, stiffener is fixed between pouch and main muscle.
2. filling pile structure according to claim 1, is characterized in that: described prestress anchorage cable has the through hole mated with bored pile.
3. filling pile structure according to claim 1, is characterized in that: described prestress anchorage cable adopts ductile steel material to make.
4. filling pile structure according to claim 1, is characterized in that: the rounded structure of described pouch cross-sectional area.
5. filling pile structure according to claim 1, is characterized in that: be connected with guiding rib between described main muscle and stiffener.
6. filling pile structure according to claim 1, is characterized in that: described pouch has inflation inlet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420585649.XU CN204238210U (en) | 2014-10-11 | 2014-10-11 | Filling pile structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420585649.XU CN204238210U (en) | 2014-10-11 | 2014-10-11 | Filling pile structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204238210U true CN204238210U (en) | 2015-04-01 |
Family
ID=52767723
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420585649.XU Expired - Fee Related CN204238210U (en) | 2014-10-11 | 2014-10-11 | Filling pile structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204238210U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104372791A (en) * | 2014-10-11 | 2015-02-25 | 成都聚智工业设计有限公司 | Cast-in-place pile structure |
-
2014
- 2014-10-11 CN CN201420585649.XU patent/CN204238210U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104372791A (en) * | 2014-10-11 | 2015-02-25 | 成都聚智工业设计有限公司 | Cast-in-place pile structure |
| CN104372791B (en) * | 2014-10-11 | 2016-03-16 | 永嘉县原野园林工程有限公司 | Filling pile structure |
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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 |
Granted publication date: 20150401 Termination date: 20171011 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |