Water abrasive drilling construction method for manual hole digging pile

An artificial hole-digging pile and construction method technology, applied in sheet pile wall, foundation structure engineering, construction, etc., can solve the problems of difficult control of hole diameter and hole wall damage, so as to improve safety, avoid hole wall damage, and control pouring. square effect

Inactive Publication Date: 2017-02-08
CCCC FIRST HARBOR ENG
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AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to provide a new construction method for manual hole-digging piles using water mill drills in view of the shortcomings of the above-mentioned construction methods. It does not need to use blasting technology, but only needs water mill drills to form the free surface, effectively avoiding holes caused by blasting. The wall is damaged and the pore size is not easy to control.

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  • Water abrasive drilling construction method for manual hole digging pile
  • Water abrasive drilling construction method for manual hole digging pile
  • Water abrasive drilling construction method for manual hole digging pile

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Embodiment Construction

[0023] The technical solutions in the embodiments of the present invention will be clearly and completely described below. Obviously, the described embodiments are only some of the embodiments of the present invention, but not all of them. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0024] The embodiment of the present invention provides a water mill drilling construction method for manual hole-digging piles, and the specific steps include:

[0025] After the S1 piles are fixed, the well platform construction will be carried out.

[0026] Pile positioning includes: measuring the center of the lofted pile foundation, leading out the pile core protection piles to the surroundings, and using concrete to reinforce the protection piles; the well platform is evenly distributed around the piles, and adopts a concrete ...

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Abstract

The invention provides a water abrasive drilling construction method for a manual hole digging pile, and belongs to the field of pile foundation construction methods. An explosion technology can be prevented from being adopted, a free face is formed through water abrasive drilling, and the defects that hole wall damage is caused by explosion and the hole diameter is not likely to be controlled are effectively avoided. The water abrasive drilling construction method comprises the steps of wellbay construction, pile foundation digging and the like, and water abrasive drilling construction is adopted when pile hole digging is carried out in intensely weathered and intermediary weathered rock strata. The water abrasive drilling construction method can be used in construction of the manual hole digging pile.

Description

technical field [0001] The invention relates to the field of pile foundation construction methods, in particular to a water mill drilling construction method for artificial hole-digging piles. Background technique [0002] Manual hole-digging pile is an important hole-forming method in pile foundation construction, which has the characteristics of convenient construction, high speed, and no need for large-scale mechanical equipment. Manually dug piles are stronger in earthquake resistance than wooden piles and concrete driven piles, and their cost is lower than punching cone punching, impact cone punching, impact drilling rig punching, rotary drilling rig drilling, and caisson foundation. At present, the main construction method of manual excavation piles in China is blasting construction, which has many disadvantages. On the one hand, it will cause some damage to the surrounding residential buildings, and the compensation cost will be high, which will easily lead to civil ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/34
CPCE02D5/34
Inventor 钦帅
Owner CCCC FIRST HARBOR ENG
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