High-rise building foundation pile foundation construction method

A technology for high-rise buildings and construction methods, applied in construction, infrastructure engineering, sheet pile walls, etc., can solve the problems of inclination of holes, no vertical positioning of the protective tube, and skewed installation of the protective tube, so as to reduce the difficulty, vertical The effect of reducing the difficulty of straight positioning and avoiding the shaking of the shield

Inactive Publication Date: 2021-09-07
武汉世纪宏基工程技术有限公司
View PDF0 Cites 4 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At present, the bored pile needs to bury the casing before drilling to prevent the hole wall from collapsing during drilling, but the following problems still exist in the casing during the burying process: a. Dig the hole on the ground by a drilling rig, and then insert The casing is placed in the hole by a crane, but the casing is not effectively positioned vertically during this process, and the casing cannot be guaranteed to be in a vertical state, which affects the positioning of the drilling machine during subsequent drilling, resulting in holes that are drilled. Tilting phenomenon; b. Most of the buried casings are circular casings with a high height, which makes it difficult to vertically locate the casing when it is buried, and there is often a skewed installation of the casing

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • High-rise building foundation pile foundation construction method
  • High-rise building foundation pile foundation construction method
  • High-rise building foundation pile foundation construction method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0034] Embodiments of the present invention will be described below with reference to the drawings. In the process, in order to ensure the clarity and convenience of illustration, we may exaggerate the width of the lines or the size of the constituent elements in the diagram.

[0035] In addition, the following terms are defined based on the functions in the present invention, and may be different according to the user's or operator's intention or practice. Therefore, these terms are defined based on the entire content of this specification.

[0036] like Figure 1 to Figure 7 Shown, a kind of high-rise building foundation pile foundation construction method, it has used high-rise building foundation pile foundation construction equipment, and this equipment comprises limit device 1 and docking device 2, and concrete method is as follows when adopting above-mentioned equipment operation:

[0037] S1. Equipment inspection: check the operation of the equipment before using the...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to view more

PUM

No PUM Login to view more

Abstract

The invention provides a high-rise building foundation pile foundation construction method. The high-rise building foundation pile foundation construction method uses high-rise building foundation pile foundation construction equipment, and the high-rise building foundation pile foundation construction equipment comprises a limiting device and a butt joint device. According to the high-rise building foundation pile foundation construction method, a pile casing needs to be buried before drilling of a cast-in-situ bored pile to prevent hole wall collapse during drilling, the following problems, still existing in the pile casing burying process, that, a, hole digging is carried out on the ground through a drilling machine, then the pile casing is placed in the hole through a crane, effective and vertical positioning is not carried out on the pile casing in the process, the pile casing cannot be ensured to be in a vertical state, so that the positioning of the drilling machine during subsequent drilling is influenced, and a drilled formed hole is inclined; and b, most of the embedded pile casing is a round pile casing with higher height, so that the pile casing is difficult to vertically position when being buried, and the pile casing is often installed to be inclined can be solved.

Description

technical field [0001] The invention relates to the technical field of buildings, in particular to a pile foundation construction method for high-rise building foundations. Background technique [0002] A deep foundation composed of piles and a pile cap connected to the top of the pile is referred to as a cap or a single pile foundation connected by a column and a pile foundation is referred to as a pile foundation. If the pile body is completely buried in the soil and the bottom surface of the cap is in contact with the soil, it is called a low cap pile foundation; if the upper part of the pile body is exposed to the ground and the bottom of the cap is above the ground, it is called a high cap pile foundation. , Pile foundations are widely used. Pile foundations can be divided into prefabricated piles and cast-in-situ piles according to the construction method. Among them, cast-in-place piles refer to forming pile holes in the foundation soil by means of mechanical drillin...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to view more

Application Information

Patent Timeline
no application Login to view more
Patent Type & Authority Applications(China)
IPC IPC(8): E02D7/00E02D5/68E02D5/66
CPCE02D7/00E02D5/68E02D5/665E02D2600/20
Inventor 曹延平
Owner 武汉世纪宏基工程技术有限公司
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products