Vibrating bar-inserting long spiral air-cooled drilling rock-socketed pile forming method and equipment

A long spiral and pile-forming technology, which is applied in the direction of drilling equipment, drill bits, sheet pile walls, etc., can solve the problems of difficult construction, low construction efficiency, and pollution of the environment by waste mud, achieving significant economic and social benefits, and improving construction efficiency , Drillability improvement effect

Inactive Publication Date: 2011-02-09
李式仁
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] There is also a construction technique of drilling while injecting water, but a large amount of waste mud is produced. The muddy site makes construction difficult and the waste mud pollutes the environment, and the mud skin effect around the pile and the cushion effect at the pile end greatly reduce the bearing capacity of the pile.

Method used

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  • Vibrating bar-inserting long spiral air-cooled drilling rock-socketed pile forming method and equipment
  • Vibrating bar-inserting long spiral air-cooled drilling rock-socketed pile forming method and equipment
  • Vibrating bar-inserting long spiral air-cooled drilling rock-socketed pile forming method and equipment

Examples

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Effect test

Embodiment 1

[0087] A technology of vibrating and inserting ribs, drilling and pouring combined with a long helical air-cooled drilling and rock-socketed pile. The drilling rig is equipped with an air supply system independent of the concrete pouring system, and communicates with the air outlet of the drill bit check valve. The construction steps as follows:

[0088] a. Drilling and irrigation combined with a long helical air-cooled drilling rock-socketed pile drilling rig for positioning, start the air compressor 1, and the compressed air passes through the air supply pipe 2, the side air guide 6 and the attached wall attached to the auger drill pipe The air pipe 6-6 is finally discharged from the air outlet 8a-1 of the valve-type conical helical pick rock socket bit 8a, the one-way valve has the function of opening when the air is supplied, and automatically closing when the air is stopped;

[0089] b. Inject compressed air to cool the drill bit while performing long helical drilling;

...

Embodiment 2

[0096] A technology of vibrating, inserting, drilling, pouring and separating long spiral air-cooled drilling into rock-socketed piles. The drilling is completed by vibrating, inserting, inserting, drilling, and separating long spiral air-cooled lead-hole rock-socketed drilling rigs, and the perfusion is performed by long spiral perfusion drilling rigs of known technology. After completion, the construction process is divided into two types: pilot hole and pouring:

[0097] Drilling and irrigation separation long spiral air-cooled lead hole rock-socket construction steps:

[0098] a.( Figure 2a) Align the long helical air-cooled lead hole rock-socketed drilling rig, start the air compressor 1, and the compressed air will be discharged from the air outlet of the long helical rock-socketed drill bit through the air supply pipe 2, the deflector and the air pipe attached to the drill pipe;

[0099] b. Long helical drilling while injecting compressed air ( Figure 2b );

[0100...

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Abstract

The invention relates to a vibrating bar-inserting long spiral air-cooled drilling rock-socketed pile forming method implemented in sub-hard rocks, soft rocks and weathered rocks, gravel soil layers or hard soil layers. The method comprises the following construction steps of: a, starting an air compressor, and discharging the compressed air from the air outlet of a long spiral rock-socketed drill bit by a blast pipe, a fluid director and an air pipe attached to a spiral drill rod; b, injecting the compressed air to cool the drill bit at the same time of long spiral drilling; c, reaching the designed hole depth; d, pouring concrete into the pile hole by using a concrete conveying pump; and e, vibrating and inserting a steel bar cage to the designed depth in a main rib pulled mode by adopting a vibrating hammer. Because the air can be continuously supplied to the drill bit, the drill bit is effectively cooled and the service life of the drill bit is greatly prolonged, and meanwhile, the drillability of the gas phase in the three-phase ratio of the soil is improved; therefore, the green construction technical process for a vibrating bar-inserting drilling pressure pouring pile can be adopted in the sub-hard rocks, the soft rocks and the weathered rocks, the gravel soil layers or the hard soil layers; and the method increases the quality reliability, reduces the consumption of various materials and improves the construction efficiency, so the method has remarkable economic benefit and social benefit.

Description

technical field [0001] The invention relates to a pile foundation construction method in foundation engineering in the field of civil engineering, in particular to a construction method and equipment for mechanical hole-forming cast-in-place piles. Background technique [0002] The standard of the Ministry of Housing and Urban-Rural Development is called the long auger bored pile, and the industry standard of the National Development and Reform Commission is called the bored pile. Output steel pipes, hoses, concrete deflectors, the inner hole of the hollow shaft of the power head, the core tube of the auger drill pipe, the drill bit seat tube and the valve installed on it, and transport the concrete to the bottom of the pile hole, and then uninterrupted while lifting the drill Pump concrete, fill the pile hole with concrete, and finally insert the reinforcement cage into the pile hole under the condition of vibration to form the pile. However, if you encounter sub-hard rock...

Claims

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Application Information

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IPC IPC(8): E02D5/34E21B10/56
Inventor 李式仁
Owner 李式仁
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