CN204551460U - A kind of anchoring pile strand structure - Google Patents
A kind of anchoring pile strand structure Download PDFInfo
- Publication number
- CN204551460U CN204551460U CN201520209604.7U CN201520209604U CN204551460U CN 204551460 U CN204551460 U CN 204551460U CN 201520209604 U CN201520209604 U CN 201520209604U CN 204551460 U CN204551460 U CN 204551460U
- Authority
- CN
- China
- Prior art keywords
- vertical beam
- crossbeam
- fixedly installed
- anchoring pile
- beam steel
- 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
- 238000004873 anchoring Methods 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 239000004568 cement Substances 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 abstract description 2
- 230000007812 deficiency Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model relates to a kind of at the local anchoring pile strand structure used such as underground type, hillside, foundation ditch.The utility model adopts following technical scheme, a kind of anchoring pile strand structure, it is characterized in that: include crossbeam, vertical beam, beam steel twisted wire and vertical beam steel strand, wherein vertical beam is vertically arranged side by side, crossbeam is fixedly installed on the upper end of vertical beam, described beam steel twisted wire becomes oblique setting, its one end is fixed in ground by encapsulating cement, the other end is fixedly installed on crossbeam through crossbeam, described vertical beam steel strand become oblique setting, its one end is fixed in ground by encapsulating cement, and the other end is fixedly installed on vertical beam through vertical beam.By adopting such scheme, the utility model overcomes the deficiency that prior art exists, and provides the novel anchoring pile strand structure that a kind of sound construction, use cost are low, easy to use.
Description
Technical field
The utility model relates to a kind of at the local anchoring pile strand structure used such as underground type, hillside, foundation ditch.
Background technology
Existing anchoring pile strand structure more complicated, use cost are larger, use difficulty also very large.
Summary of the invention
The utility model overcomes the deficiency that prior art exists, and provides the novel anchoring pile strand structure that a kind of sound construction, use cost are low, easy to use.
Realize above-mentioned purpose, the utility model adopts following technical scheme, a kind of anchoring pile strand structure, it is characterized in that: include crossbeam, vertical beam, beam steel twisted wire and vertical beam steel strand, wherein vertical beam is vertically arranged side by side, crossbeam is fixedly installed on the upper end of vertical beam, described beam steel twisted wire becomes oblique setting, its one end is fixed in ground by encapsulating cement, the other end is fixedly installed on crossbeam through crossbeam, described vertical beam steel strand become oblique setting, and its one end is fixed in ground by encapsulating cement, and the other end is fixedly installed on vertical beam through vertical beam.
Further setting of the present utility model is: be 10 degree-20 with horizontal angle after described beam steel twisted wire is arranged and spend, and is 10 degree-20 spends after described vertical beam steel strand are arranged with horizontal angle.
Last setting of the present utility model is: described vertical beam is fixedly installed two I shape rail, and two I shape rail intervals are arranged, and described vertical beam steel strand are through being fixed on after vertical beam two I shape rail.
By adopting such scheme, make this anchoring pile strand structure simple, firm, cost is low, widely applicable.
Below in conjunction with accompanying drawing, the utility model is further described.
Accompanying drawing explanation
Fig. 1 is the stereogram of the utility model embodiment;
Fig. 2 is the using state structural representation of the utility model embodiment.
Detailed description of the invention
As shown in Fig. 1-2, a kind of anchoring pile strand structure, include crossbeam 1, vertical beam 2, beam steel twisted wire 3 and vertical beam steel strand 4, wherein vertical beam 2 is vertically arranged side by side, crossbeam 1 is fixedly installed on the upper end of vertical beam 2, the oblique setting of described beam steel twisted wire 3 one-tenth, its one end is fixed in ground by encapsulating cement, the other end is fixedly installed on crossbeam 1 through crossbeam 1, the oblique setting of described vertical beam steel strand 4 one-tenth, its one end is fixed in ground by encapsulating cement, and the other end is fixedly installed on vertical beam 2 through vertical beam 2.
In the utility model embodiment, be 10 degree-20 with horizontal angle after described beam steel twisted wire 3 is arranged and spend, be 10 degree-20 with horizontal angle after described vertical beam steel strand 4 are arranged and spend; Described vertical beam 2 is fixedly installed two I shape rail, 21, two I shape rail 21 intervals to arrange, described vertical beam steel strand 4 are through being fixed on after vertical beam 2 two I shape rail 21.
Claims (3)
1. an anchoring pile strand structure, it is characterized in that: include crossbeam, vertical beam, beam steel twisted wire and vertical beam steel strand, wherein vertical beam is vertically arranged side by side, crossbeam is fixedly installed on the upper end of vertical beam, and described beam steel twisted wire becomes oblique setting, and its one end is fixed in ground by encapsulating cement, the other end is fixedly installed on crossbeam through crossbeam, described vertical beam steel strand become oblique setting, and its one end is fixed in ground by encapsulating cement, and the other end is fixedly installed on vertical beam through vertical beam.
2. anchoring pile strand structure according to claim 1, is characterized in that: be 10 degree-20 with horizontal angle after described beam steel twisted wire is arranged and spend, and is 10 degree-20 spends after described vertical beam steel strand are arranged with horizontal angle.
3. anchoring pile strand structure according to claim 1 and 2, is characterized in that: described vertical beam is fixedly installed two I shape rail, and two I shape rail intervals are arranged, and described vertical beam steel strand are through being fixed on after vertical beam two I shape rail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520209604.7U CN204551460U (en) | 2015-04-08 | 2015-04-08 | A kind of anchoring pile strand structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520209604.7U CN204551460U (en) | 2015-04-08 | 2015-04-08 | A kind of anchoring pile strand structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204551460U true CN204551460U (en) | 2015-08-12 |
Family
ID=53826593
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520209604.7U Expired - Fee Related CN204551460U (en) | 2015-04-08 | 2015-04-08 | A kind of anchoring pile strand structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204551460U (en) |
-
2015
- 2015-04-08 CN CN201520209604.7U patent/CN204551460U/en not_active Expired - Fee Related
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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: 20170426 Address after: Lucheng District of Wenzhou City, Zhejiang province 325000 Yuan Lu Pu Sun Xiang she yuan building 15 Room 102 (West) Patentee after: Zhejiang Xiamen Foundation Engineering Co., Ltd. Address before: Rui Hu Lu 325000 Zhejiang city of Wenzhou province Ruian city Kumho Street Simon Patentee before: Huang Jisen |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150812 Termination date: 20210408 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |