Anchor cable construction method in steel sheet pile slope protection area

A construction method and steel sheet pile technology, which can be applied to sheet pile walls, excavation, and foundation structure engineering, etc., and can solve the problems that the difficulty of anchor cable construction affects the stiffness of crown beams, etc.

Active Publication Date: 2021-11-09
SHENZHEN HONGYEJI GEOTECHNICAL TECH CO LTD
View PDF5 Cites 0 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to provide an anchor cable construction method in the steel sheet pile slope protection area, aiming to solve the above-mentioned background technology, optimize the construction sequence, and make the construction process more in line with conventional construction habits , to ensure the smoothness of construction, avoiding the problems that the priority construction of the crown beam affects the construction difficulty of the anchor cable and the problem that affects the stiffness of the crown beam itself

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
  • Anchor cable construction method in steel sheet pile slope protection area
  • Anchor cable construction method in steel sheet pile slope protection area
  • Anchor cable construction method in steel sheet pile slope protection area

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0050]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. 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.

[0051] see figure 1 and image 3 , the steel sheet pile slope protection area anchor cable construction method, including the following construction steps:

[0052] Step 1: Construction preparation, laying a solid foundation for the anchor cable 2 construction;

[0053] Step 2: Carry out the construction of the foundation pit enclosure structure 1, the short steel sheet pile 3 and the long steel sheet pile 4 on the ground. During the construction, determine t...

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

PropertyMeasurementUnit
Lengthaaaaaaaaaa
Login to view more

Abstract

The invention relates to the technical field of anchor cable construction after steel sheet pile slope protection in foundation pit engineering, and discloses an anchor cable construction method in a steel sheet pile slope protection area. The anchor cable construction method comprises the following construction steps that S1, construction preparation is conducted; S2, a foundation pit support structure and steel sheet piles are constructed on the ground, during construction, the construction positions of anchor cables are determined, and the steel sheet piles at the positions are short piles; S3, soil body excavation is conducted till the pile top elevation is reached; S4, anchor cable construction is conducted after pile heads are cleaned; S5, after anchor cable construction is completed, top beam construction is conducted; S6, after the strength of the top beam and the strength of the anchor cables meet the requirement, backfilling is conducted on the soil body behind the top beam, and then tensioning and locking are conducted on the anchor cables; S7, the soil in the pit continues to be excavated, a basement structure is constructed after excavation is conducted to the bottom of the pit, and after the basement structure is constructed out of the ground, the soil is backfilled to the ground; and S8, after soil body backfilling is completed, the steel sheet piles are pulled out and recycled. The construction sequence is optimized, so that the construction method better conforms to the conventional construction habits, and the construction smoothness is ensured.

Description

technical field [0001] The invention relates to the technical field of anchor cable construction after steel sheet pile slope protection in foundation pit engineering, in particular to an anchor cable construction method in a steel sheet pile slope protection area. Background technique [0002] Enclosure structure + prestressed anchor cable is a commonly used support structure in the field of civil engineering, especially in slope and foundation pit support. In some cases limited by the site or affected by the surrounding environment, it is necessary to use steel sheet piles for slope protection on the slope above the top surface of the support structure, and then carry out the construction of the foundation pit enclosure structure and anchor cables. In order to ensure the safety and stability of the slope protection of the steel sheet pile, the steel sheet pile needs to be inserted into the soil layer to a certain depth, so the anchorage depth of the steel sheet pile often ...

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
IPC IPC(8): E02D5/74E02D17/04E02D5/04
CPCE02D5/74E02D17/04E02D5/04E02D2250/0046E02D2600/30
Inventor 林全忠韩晓峰朱辉宝魏鑫尤运林
Owner SHENZHEN HONGYEJI GEOTECHNICAL TECH CO LTD
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