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Pile extractor and construction method for pile extraction

A technology of pile extractor and sinking pile, which is applied in the direction of sheet pile wall, foundation structure engineering, construction, etc., and can solve the problems of no pile extractor equipment, exceeding compressive strength, etc.

Inactive Publication Date: 2009-02-18
江苏华东建设基础工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] However, after the pile has been driven into the ground for a long time, the soil around the pile has been squeezed with high strength, which not only makes the strength of the soil around the pile higher than that of the original soil, but also the pile and the soil around the pile have been integrated. The resistance between the pile and the soil around the pile is no longer the resistance at the time of the original design. It not only exceeds the compressive strength of the concrete of the pile itself, but also far exceeds the tensile strength of the pile itself. Therefore, using existing construction machinery and its construction methods It will cause the pile to be pulled out when it is pulled up
At present, only shallow piles or small piles of a few meters can be pulled out. As for multi-section deep piles of nine meters or more, there is no special pile extractor equipment at present.

Method used

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  • Pile extractor and construction method for pile extraction
  • Pile extractor and construction method for pile extraction
  • Pile extractor and construction method for pile extraction

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] Embodiment 1——I type pile extractor

[0038] ①Use a spiral pipe with a wall thickness of 10 mm to form a casing 17 that is longer than the length of the pile 26 to be pulled out. Cut a number of surface holes 23 with a side length of 7 cm on the surface of the casing. 17. The diameter exceeds the diagonal length of the pulled pile 26 by 15cm;

[0039] 2. four flushing pipes 12 and four flushing pipes 13 made of rubber, with a diameter of 5 cm and a wall thickness of 5 mm are arranged outside the sleeve pipe 17, wherein each of them is a group of one flushing pipe 12 and one flushing pipe 13. The outside is covered with channel steel protective sleeves 11, and four protective sleeves 11 are symmetrically distributed in a cross shape outside the casing 17;

[0040]The four flushing pipes 12 and the flushing pipes 13 at the top of the four protective sleeves 11 are respectively connected with the four external flushing pipes 12 and the flushing pipes 13 through hollow bol...

Embodiment 2

[0049] Embodiment 2, utilize I type pile extractor to carry out the construction method of pile extraction, and its construction steps are as follows:

[0050] ①Break the cap to expose the 26 pile heads to be pulled out;

[0051] ②Bury a steel casing with a diameter of 17.40cm larger than the casing at the position of 26 piles to be pulled, and backfill and compact all the soil around the steel casing to ensure that the Type I pile puller does not sink during construction;

[0052] ③Open the control box 20 of the DZ90 vibrating pipe sinking pile machine, hang the casing system to the pile head of the pulled pile 26 with the hoist 21, adjust the hoist 21, and ensure that the center line of the casing 17 and the center line of the pulled pile 26 are on the same line on a straight line;

[0053] ④Start the vibratory hammer 14 of the DZ90 vibratory pipe sinking pile machine to ensure that the exciting force of the vibratory hammer 14 is greater than the resistance when the sinkin...

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Abstract

Disclosed is a pile driver which is composed of five parts, including a high pressure pump system, an air compressor system, a sleeve system, a vibratory sink piling system and a hoist system. A four-way joint(28)is arranged on one side of the water storage tank of the high pressure pump system and each tie-in is connected with a flush pipe; the flush pipes are respectively connected to flush pipes at the top parts of the four protecting jackets on the external wall of the sleeve through hollow bolts. A four-way joint is also arranged at one side of the air compressor and four inflation tubes drawn out are respectively connected with the inflation tubes at the top parts of the four protecting jackets. The bottom of each protecting jacket is provided with a water-gas mixture injector and is welded on the external wall of the sleeve. The top parts of the injectors are connected with the flush pipes and the inflation tubes inside the protecting jackets and each injector is provided with three spouts which align with the three tiny holes on the wall of the sleeve. The injectors eject high-pressure water-gas current to incise the soil around the pile to be pulled out, thus reducing the resistance between the pile to be pulled out and the surrounding soil. The pile driver will not break the pile to be drawn out and makes large-scale pile pulling possible.

Description

technical field [0001] The invention relates to a building foundation engineering construction machine—a pile extractor and a pile-extracting construction technology thereof, in particular to an I-type pile-extractor and a pile-extracting construction method thereof. Background technique [0002] With the rapid development of urban construction, many industrial and civil buildings with piles will be demolished, and then new buildings will be built on the site. At this time, the piles under the original buildings have become obstacles to construction and must be removed; , During the construction of the subway, the piles of the original buildings in the area where the line passes will also become obstacles to the construction and must be removed. Therefore, the extraction work of piles is increasing. [0003] So far, there are also a group of experts at home and abroad trying to design construction machinery for pulling out existing piles in the ground. If someone directly ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D9/02
Inventor 陈林钊周长忠裘慰伦谢兴楠程知言邹宝祥赵超胡光云
Owner 江苏华东建设基础工程有限公司
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