Pile-formation sunken tube

An immersed tube and pile-forming technology, applied in sheet pile wall, construction, infrastructure engineering and other directions, can solve the problems of affecting the smooth passage of the pile body, increasing the inner diameter of the bottom of the immersed tube, and unable to carry out the bottom expansion work, and achieving easy implementation. , Reduce the difficulty and cost of processing, the effect of easy slotting

Inactive Publication Date: 2008-11-05
王国奋
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The immersed tube is positioned with the excavating equipment with two "V"-shaped spiral grooves in cross-section. Only when the "V"-shaped spiral grooves have sufficient depth can the positioning be firm and reliable. The inner diameter of the bottom of the large immersed tube, and the inner diameter of the upper part should be kept larger than that of the lower part, and should be increased accordingly. Obviously, this is not advisable
If the upper and lower inner diameters remain unchanged, it will affect the smooth passage of the pile body in the immersed tube
And the current immersed tube is only suitable for use in the interior, and cannot be used in coastal areas, because when the metal pile head is taken out, a conical cavity is formed, there is a pressure difference between the outside of the tube and the inside of the tube, and the silt on the hard soil layer It is easy to enter into the conical cavity, so that the bottom expansion work cannot be carried out, and the use of immersed tubes in coastal areas is limited

Method used

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  • Pile-formation sunken tube
  • Pile-formation sunken tube
  • Pile-formation sunken tube

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0020] like figure 1 , figure 2 and image 3 As shown, the outer wall of the bottom connected to the pipe body 1 is evenly distributed in the circumferential direction with at least two guide wings 3, and the inner side of the bottom is provided with positioning pins matching the positioning iron feet of the existing earth-moving equipment at the position corresponding to the guide wings 3. Groove 9, the upper port of the pipe body 1 is provided with a positioning mark at the position corresponding to the positioning groove 9 inside the bottom along the circumferential direction. Coinciding with the outer end of the positioning iron foot, the positioning groove 9 has two slopes which are the upper slope 6 of the positioning groove and the lower slope 8 of the positioning groove. The setting purpose of the two slopes is to gradually increase the depth of the positioning groove 9. The tube body 1 and the bottom are made into an integrated structure. The section of pipe body ...

Embodiment 2

[0022] The sealing ring 2 described in Embodiment 1, such as Figure 4 Shown can adopt following structure: it is made of metal ring body 10 and the rubber ring 12 that is arranged on metal ring body 10 lower ends, and the diameter of rubber ring 12 is less than the diameter of metal ring body 10, and other structures are with embodiment one.

Embodiment 3

[0024] The sealing ring 2 described in Embodiment 1, such as Figure 5 The following structure can be adopted as shown: it consists of a metal ring body 10 and a circle of flange 11 located at its upper end. Other structures are the same as in Embodiment 1.

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Abstract

The invention discloses a pile forming apparatus of a sinking pipe pre-cast steel concrete bottom-expanded pipe, more particularly a pile forming sinking pipe, which is composed by a hollow pipe-shaped pipe body and at least two guide wings provided along circumferential direction, wherein position at inner side of bottom corresponding to the guide wings is provided with a positioning groove matching with a positioning iron foot of an excavation apparatus, upper part of the longitudinal cutaway view of the positioning groove is a wedged bevel, lower part matches with outer end part of the positioning iron foot; lower part and bottom outer wall of the pipe body are sleeved with sealing rings. Compared with prior art, the invention not only guarantees proportion relation between the pipe body and inner diameter of the bottom, but sufficiently utilizes the effective space of the guide wings to give enough depth to the positioning groove so that the positioning iron foot on the excavation bottom-expanded apparatus can easily get into the groove firmly and reliably with accurate positioning, so concentric degrees of the pile body and pedestal are enhanced and bearing force of single pile reaches the design standard; the invention not only can be used inland, but at the coastal regions with simple actualization.

Description

[0001] This application is a divisional application of the application number 200510047946.4, the application date is December 8, 2005, and the invention name is the pile-forming sinking pipe of the prefabricated steel concrete expanded bottom pile. technical field [0002] The invention relates to a pile-forming device of a prefabricated steel concrete expanded bottom pile by sinking tubes, in particular to a pile forming sinking tube of a prefabricated steel concrete expanded bottom pile. Background technique [0003] At present, in the pile foundation engineering of soft soil foundation, three kinds of cast-in-situ piles, prefabricated piles and large-diameter bored piles are generally used. Among them, the large-diameter bored pile has the highest bearing capacity, but its cost is the most expensive, the work efficiency is low, and the pollution is serious during construction. Therefore, it is usually only used in high-rise buildings with high bearing capacity requiremen...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/66E02D5/44
Inventor 王国奋
Owner 王国奋
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