CN201003165Y - Piling sinking pipe - Google Patents

Piling sinking pipe Download PDF

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Publication number
CN201003165Y
CN201003165Y CNU2006201534581U CN200620153458U CN201003165Y CN 201003165 Y CN201003165 Y CN 201003165Y CN U2006201534581 U CNU2006201534581 U CN U2006201534581U CN 200620153458 U CN200620153458 U CN 200620153458U CN 201003165 Y CN201003165 Y CN 201003165Y
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CN
China
Prior art keywords
utility
model
pipe body
immersed tube
pipe
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
Application number
CNU2006201534581U
Other languages
Chinese (zh)
Inventor
徐志明
王国奋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNU2006201534581U priority Critical patent/CN201003165Y/en
Application granted granted Critical
Publication of CN201003165Y publication Critical patent/CN201003165Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a building foundation construction facility, in particular to a piling immersed tube used for the building foundation construction, comprising a hollow pipe type pipe body(1), at least two bottoms(2) of the two guide vanes(3) arranged along the circumferential direction, the bottom(2) is arranged on the lower end of the pipe body(1), the section of the pipe body(1) is a rotundity and in a multi-stage structure, the contiguous two pipe bodies(1) have a threaded connection. Compared with the prior art, the utility model has guaranteed the proportional relation between the pipe body and the inside diameter of the bottom, having a simple and rational structure and strong practicability, making the bearing capacity of single pile achieving the design standards. The utility model makes the pipe body into a multi-stage structure, reducing the processing difficulty and cost of the piling immersed tube. The utility model is easy to be brought into operation in the engineering, in favor of spread and exploitation.

Description

The piling immersed tube
Technical field
The utility model relates to a kind of construction foundation working equipment, particularly a kind of construction foundation working piling immersed tube.
Background technology
In the pile foundation engineering of soft foundation, generally adopt tube-sinking cast-in-situ pile, three kinds of preformed pile and large diameter bored piles at present.And what be most widely used is tube-sinking cast-in-situ pile, when executing immersed tube is passed the weak soil layer, takes out metal pile head after reaching the design elevation hardpan, and the bottom-expanding equipment of expanded bore pile being lowered in the immersed tube cuts the earth, fetches earth again forms the expanded bore pile base cavity pocket.
The pipe shaft of present piling immersed tube is all-in-one-piece structure, and pipe shaft is very long, and processing is difficulty very, and the cost height.For these reasons, immersed tube in the past has further improved necessity.
The utility model content
The problem that the utility model exists at above-mentioned prior art, and a kind of piling immersed tube is provided, purpose be simplified structure, increase bearing capacity of single pile, reduce cost, make easy to process.
The utility model realizes that the technical scheme of purpose is: a kind of piling immersed tube, it constitutes by the pipe shaft of hollow tubular with along the bottom that at least two guide vanes circumferentially are set, and the pipe shaft lower end is located in the bottom, and the cross section of pipe shaft is circular, pipe shaft is a multi-segment structure, is threaded between adjacent two sections pipe shafts.
The bottom of described bottom is provided with pin-and-hole.
The utility model has compared with prior art guaranteed the proportionate relationship of pipe shaft and bottom internal diameter, and it is simple and reasonable, practical, makes bearing capacity of single pile reach design standard.The utility model is made multisection type with pipe shaft, has reduced piling immersed tube difficulty of processing and cost, and the utility model is implemented in engineering easily, is beneficial to apply.
Below in conjunction with the drawings and specific embodiments the utility model is described in further details.
Description of drawings
Fig. 1 is a main TV structure schematic diagram of the present utility model.
Among the figure 1, pipe shaft; 2, bottom; 3, guide vane; 4, metal pile head; 5, pin-and-hole.
The specific embodiment
Below embodiment of the present utility model is described in detail in conjunction with the accompanying drawings, but protection domain of the present utility model is not limit by embodiment.
As shown in Figure 1, the utility model piling immersed tube, it constitutes by the pipe shaft 1 of hollow tubular with along the bottom 2 that at least two guide vanes 3 circumferentially are set, pipe shaft 1 lower end is located in bottom 2, the cross section of pipe shaft 1 is circular, and pipe shaft 1 is a multi-segment structure, is threaded between adjacent two sections pipe shafts 1.The bottom of bottom 2 is provided with to be convenient to combine and the pin-and-hole 5 of throwing off usefulness with its matching used metal pile head 4.

Claims (2)

1, a kind of piling immersed tube, it is characterized in that it constitutes by the pipe shaft (1) of hollow tubular with along the bottom (2) that at least two guide vanes (3) circumferentially are set, pipe shaft (1) lower end is located in bottom (2), the cross section of pipe shaft (1) is circular, pipe shaft (1) is a multi-segment structure, is threaded between adjacent two sections pipe shafts (1).
2, piling immersed tube according to claim 1 is characterized in that the bottom of described bottom (2) is provided with pin-and-hole (5).
CNU2006201534581U 2006-12-05 2006-12-05 Piling sinking pipe Expired - Fee Related CN201003165Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2006201534581U CN201003165Y (en) 2006-12-05 2006-12-05 Piling sinking pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2006201534581U CN201003165Y (en) 2006-12-05 2006-12-05 Piling sinking pipe

Publications (1)

Publication Number Publication Date
CN201003165Y true CN201003165Y (en) 2008-01-09

Family

ID=39038703

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2006201534581U Expired - Fee Related CN201003165Y (en) 2006-12-05 2006-12-05 Piling sinking pipe

Country Status (1)

Country Link
CN (1) CN201003165Y (en)

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee