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Construction method of expanded-base cast-in-place pile in gravel-cobble soil layer

A technique of expanding bottom cast-in-place pile and construction method, which is applied in the construction field of expanding bottom cast-in-place pile

Pending Publication Date: 2021-10-26
宁波中铭岩土工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The industry is basically at a loss for the construction of bottom expansion piles in this kind of soil layer

Method used

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  • Construction method of expanded-base cast-in-place pile in gravel-cobble soil layer
  • Construction method of expanded-base cast-in-place pile in gravel-cobble soil layer

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Embodiment Construction

[0019] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. All other embodiments obtained by persons of ordinary skill in the art based on the embodiments of the present invention shall belong to the protection scope of the present invention.

[0020] As an embodiment of the present invention, the construction method of a bottom-expanding cast-in-situ pile provided in this example is located in Ninghai County, Ningbo City, Zhejiang Province. This area is a typical high-content pebble gravel In areas with geological conditions, the construction equipment adopts JZL120 casing type long auger drilling rig;

[0021] This construction method comprises the following specific steps:

[0022] Step 1. Drilling, using the helical drill...

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Abstract

The invention discloses a construction method of a expanded-base cast-in-place pile, and particularly relates to a construction method of a expanded-base cast-in-place pile in a gravel-cobble soil layer. The construction method comprises the following steps of 1, drilling by adopting a spiral drill rod of a casing pipe type long spiral drilling machine, synchronously drilling or vibrating and sinking a casing pipe into a soil body, and lifting the spiral drill rod until enabling the spiral drill rod to be drilled to a set hole depth; 2, placing a reinforcement cage in a pile hole formed by the drilling; 3, firstly, adopting the spiral drill rod of the casing pipe type long spiral drilling machine again to go deep into the bottom of the pile hole where placing a reinforcement cage, then synchronously lifting the casing pipe by a set height, then lifting the spiral drill rod, and continuously pouring concrete into the pile hole in a pressing mode through the spiral drill rod in the whole lifting process till enalbing the pile hole to be full of the concrete; and 4, after completing the concrete pouring, pulling out the casing pipe, and construction is completed. According to the construction method, the technical problem of bottom-expanding cast-in-place pile construction in a gravel-cobble soil layer is solved and the construction method has the advantage of being simple in construction process.

Description

technical field [0001] The invention relates to a construction method of a bottom-expanding cast-in-situ pile, in particular to a construction method of a bottom-expanding cast-in-place pile in a gravel soil layer. Background technique [0002] Cast-in-place pile is a kind of pile made by forming holes in place and pouring concrete or reinforced concrete. Bored cast-in-situ pile is a commonly used cast-in-situ pile, which is formed by pouring concrete into holes in situ by using auger drilling rigs, submersible drilling rigs, etc. [0003] Long auger drilling rig, also known as long auger pile driver. The machine mainly includes two parts: hydraulic walking pile frame and drilling system. The upright is controlled by two luffing hydraulic cylinders. The drilling system includes a power head and a drilling tool. The output shaft of the power head and the auger drilling tool are hollow, and a long helix is ​​used to form a hole. The concrete (or mud) can be pumped through t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/34E02D5/44E02D5/68E02D17/08
CPCE02D5/34E02D5/44E02D5/68E02D17/08
Inventor 何峰彭坚曹欣
Owner 宁波中铭岩土工程有限公司