Construction process and method for pore-forming cast-in-place pile of rotary drilling rig

A technology of rotary drilling rig and construction technology, which is applied in the direction of sheet pile wall, foundation structure engineering, construction, etc. It can solve the problems of affecting the stability of piles, reducing the stability of casing, and the failure of casing positioning, etc., so as to achieve convenient fixing, The effect of improving stability and increasing the force bearing area

Pending Publication Date: 2021-07-06
江苏苏中建设集团岩土工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to solve the existing disadvantages of low construction efficiency and the inability to quickly locate the casing during construction, whi

Method used

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  • Construction process and method for pore-forming cast-in-place pile of rotary drilling rig

Examples

Experimental program
Comparison scheme
Effect test

Example Embodiment

[0028] Embodiment one

[0029] refer to figure 1 , a construction method of a rotary drilling rig to form a bored pile, comprising the following process steps:

[0030] S1: Draw drawings and prepare equipment;

[0031] S2: Clean up the site, draw a line for positioning;

[0032] S3: positioning drilling;

[0033] S4: drilling detection;

[0034] S5: Bury the casing frame;

[0035] S6: install the casing;

[0036] S7: mix and adjust the concrete for standby;

[0037] S8: Pouring concrete.

[0038] In this embodiment, scale drawings are installed in S1, and drilling equipment is prepared and checked.

[0039] In this embodiment, in S2, the site is cleaned and cleared according to the drawings, and the site is drawn and positioned.

[0040] In this embodiment, a rotary drilling rig is used to dig holes in S3. Firstly, holes for placing the casing are dug out, and then spread outwards to dig out holes for placing the casing frame.

[0041] In this embodiment, in S4, a press

Example Embodiment

[0047] Embodiment two

[0048] refer to figure 1 , a construction method of a rotary drilling rig to form a bored pile, comprising the following process steps:

[0049] S1: Draw drawings and prepare equipment;

[0050] S2: Clean up the site, draw a line for positioning;

[0051] S3: positioning drilling;

[0052] S4: drilling detection;

[0053] S5: Bury the casing frame;

[0054] S6: install the casing;

[0055] S7: mix and adjust the concrete for standby;

[0056] S8: Pouring concrete.

[0057] In this embodiment, scale drawings are installed in S1, and drilling equipment is prepared and checked.

[0058] In this embodiment, in S2, the site is cleaned and cleared according to the drawings, and the site is drawn and positioned.

[0059] In this embodiment, a rotary drilling rig is used to dig holes in S3. Firstly, holes for placing the casing are dug out, and then spread outwards to dig out holes for placing the casing frame.

[0060] In this embodiment, in S4, a press

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Abstract

The invention belongs to the technical field of cast-in-place pile construction, particularly relates to a construction process and method for a pore-forming cast-in-place pile of a rotary drilling rig, which aims to solve the problems of low construction efficiency of an existing construction method, incapability of quickly positioning a pile casing during construction, reduction of the stability of the pile casing and influence on the stability of a pile column. The following scheme is provided, and the method comprises the following process steps of (S1) drawing a drawing, and preparing equipment; (S2) cleaning a site, drawing lines and positioning; (S3) positioning and drilling; (S4) detecting drilling; (S5) burying a pile casing frame; (S6) installing the pile casing; (S7) mixing and adjusting concrete for later use; and (S8) pouring concrete. According to the construction process and method, pressure detection can be performed during hole digging, so that the service life of the rotary drilling rig is not influenced when hard objects are encountered for digging during hole digging; after hole digging, the pile casing frame is pre-buried first, and then the pile casing is fixed, so that the angle can be conveniently adjusted, the fixing is convenient, and the working efficiency is improved; and the pile casing frame is arranged, so that the stress area of the pile casing can be increased after concrete is poured.

Description

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Claims

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Application Information

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Owner 江苏苏中建设集团岩土工程有限公司
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