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Construction technique for self-leading hole at pile tip of embrace press type PHC tubular pile to enter rock through static pressure

A PHC pipe pile and construction technology technology, applied in sheet pile wall, foundation structure engineering, construction, etc., can solve the problems of pollution, difficult to penetrate the pile end, change the piling method, etc., to achieve good penetration effect, high work efficiency, The effect of low construction cost

Inactive Publication Date: 2007-02-21
刘小檀 +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Hammer pile driving has a long construction period, vibration, pollution, unstable pile driving process, noise, and does not meet environmental protection requirements; static pressure pile driving requires large-scale professional rock-entry equipment
The tight fit pile pressure force between the pile clamp and the pile feeder of the traditional static hydraulic pile driver generally does not exceed 550 tons. When encountering a hard ground, it is difficult to statically press into the rock. The problem of piling cost
[0003] During the application of static pressure pile sinking, it is difficult for the pile tip to penetrate the gravel sand layer to reach the strongly weathered rock layer
When the load-bearing layer at the pile tip is selected in the gravel sand layer, the resistance at the pile tip is generally large when the pile is pressed, but the bearing capacity of the pipe pile in the static load test is much smaller than that of the pile when the pile is sunk, and the value of the bearing capacity of a single pile is relatively low. Low, unable to give full play to the pile body strength of the pipe pile
However, the hammering method construction cannot meet the environmental protection requirements due to vibration and noise. At the same time, the construction vibration is easy to cause damage to surrounding buildings and underground structures, and it is difficult to make all pile ends enter the same bearing layer due to hammering vibration and subsequent compaction. As a result, the phenomenon of long and short piles is produced. The traditional hammering prefabricated pipe pile technology is backward, and it is not suitable for hard strata such as strong weathered rock.
[0004] How to overcome the problem that the conventional dry hydrostatic hydraulic rock entry construction technology is not suitable for the hard gravel sand layer is to continue to promote the application of this construction method with high work efficiency, no noise, stable pile sinking, and environmental protection requirements.

Method used

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  • Construction technique for self-leading hole at pile tip of embrace press type PHC tubular pile to enter rock through static pressure
  • Construction technique for self-leading hole at pile tip of embrace press type PHC tubular pile to enter rock through static pressure
  • Construction technique for self-leading hole at pile tip of embrace press type PHC tubular pile to enter rock through static pressure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0017] Embodiment 1 is shown in Figure 1-6:

[0018] A kind of construction equipment for pressure-embracing PHC pipe pile self-guiding hole static pressure into rock, the hydraulic control pile clamp (11) of the conventional full hydraulic static pile driver (20) clamps the pile feeder (12) , the latter is socketed and fixed on the outer wall of the hollow pipe pile and the steel plate at the end of the pile; the hydraulic control pile clamp (11) and pile feeder (12) of the conventional full hydraulic static pile driver (20) An annular anti-slip hoop (10) is added between them.

[0019] The present invention continues to use part of the high-pressure water and air grouting equipment in the invention patent with the application number 200610052169.7 "Construction device for anti-rust cap of PHC pipe tip with grouting self-leading hole and its construction technology". One end of the high-pressure water delivery hose (8) penetrates the inner cavity of the hollow pipe pile (13)...

Embodiment 2

[0020] Example 2: A construction process of pressure-embracing PHC pipe piles with self-introducing holes at the pile tip for static pressure entry into rock:

[0021] ① Add an annular anti-slip hoop (10) between the hydraulically controlled pile clamp (11) and the pile feeder (12) of the conventional full hydraulic static pile driver (20), and connect the pile clamp and the pile feeder. The maximum tight-fitting pile pressure between the piles is increased from 550 tons of the traditional static hydraulic pile driver to 600-1200 tons, which can make it difficult to slip when sending piles, and it is easier to enter the rock by static pressure, and when encountering hard gravel There is no need to immediately change the piling method at the layer level, and the static pressure pile can continue to enter the gravel sand layer to a depth within 2m; beyond this depth, the conventional dry static pressure pile into the rock is powerless, and the embrace pressure PHC pipe pile is us...

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Abstract

The present invention relates to a construction process capable of utilizing high pressure to make the pile tip of PHC pipe pile self-hole and enter into rock. It is characterized by that it utilizes high-pressure water flow and high pressure air flow to impact and pulverize solid gravel stratum positioned in the front end of pile tip. Said invention also provides the concrete method and steps for implementing said construction process.

Description

technical field [0001] The invention relates to a construction method of building foundation piles, in particular to a construction technology of pressure-embracing PHC pipe piles with self-guiding holes for static pressure entry into rocks. Background technique [0002] A large number of foundation piles are used in the development of tall buildings. However, PHC pipe piles are produced industrially, the quality is intuitive, and the quality of the pile-forming process is easy to guarantee. Compared with other concrete pouring piles, it has the advantages of low cost, short construction period, and environmental protection. It has become the development direction of construction piles. At present, there are mainly two types of pile sinking techniques: hammering type and static pressure type. Hammering pile driving has a long construction period, vibration, pollution, unstable pile driving process, noise, and does not meet environmental protection requirements; static press...

Claims

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Application Information

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IPC IPC(8): E02D7/26E02D7/20E02D7/24
Inventor 刘小檀钱勇江守慈
Owner 刘小檀
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