Unlock instant, AI-driven research and patent intelligence for your innovation.

Underground engineering consequent construction method and structure

An underground engineering and construction method technology, which is applied in the direction of foundation structure engineering, excavation, and sheet pile walls, etc., can solve the problems of difficult installation of vertical large-diameter steel bars on the side walls of the main structure, and achieve shortened exposure time, improved construction efficiency, and economical construction. great effect

Inactive Publication Date: 2019-08-06
CHINA RAILWAY TUNNEL GROUP CO LTD +1
View PDF2 Cites 2 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0009] The purpose of the present invention is to provide a construction method and structure of the underground engineering in accordance with the construction method. By pre-burying the vertical large-diameter steel bar and the steel bar connector when the waist beam is poured, it solves the problem of difficult installation of the vertical large-diameter steel bar on the side wall of the main structure. problem, reduce construction difficulty

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
  • Underground engineering consequent construction method and structure
  • Underground engineering consequent construction method and structure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0030] The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0031] The invention discloses a construction method of the underground engineering method. In the construction part of the underground engineering of the building to be built, the deep foundation pit enclosure structure 6 adopts an underground diaphragm wall, and a waist beam extending along the length direction of the underground diaphragm wall is arranged on the inner side of the underground diaphragm wall as a construction method. The supporting system, the main structure side wall 5 is arranged between the upper and lower waist beams, and the vertical large-diameter steel bar 1 is pre-embedded in the side wall 5 and the waist beam 4. The vertical large-diameter steel bar 1 generally refers to the diameter in this field. Steel bars above 25mm are widely used in this field due to their large diameter and strong hardness. However, when insta...

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
Thicknessaaaaaaaaaa
Login to View More

Abstract

The invention discloses an underground engineering consequent construction method and structure. When an upper layer wale of a to-be-built building is casted, connectors used for connecting vertical large diameter rebar are pre-embedded at the bottom of the building, soft layers are arranged on the outer parts of the connectors, and when the upper layer wale is casted to reach the designed strength of the to-be-built building, the soft layer is chiseled away; earthwork is excavated to the horizontal surface of the bottom of a lower layer wale; the vertical large diameter rebar is well prepared, the connectors are mounted at the bottom of the vertical large diameter rebar, and the top end of the vertical large diameter rebar is mounted in the connectors located at the bottom of the upper layer wale; and the connectors mounted at the bottom end of the vertical large diameter rebar is pre-embedded in the inner bottom of the building, the soft layers are arranged at the edges of the side surfaces of the connectors, and mounting of the vertical large diameter rebar between the upper layer wale and the lower layer wale is completed. According to the underground engineering consequent construction method and structure, the vertical large diameter rebar and the rebar connectors are pre-embedded when the wales are casted, the problem that the vertical large diameter rebar of the main body structural side wall is difficult to mount is solved, and the construction difficulty is lowered.

Description

[0001] 【Technical field】 [0002] The invention belongs to the technical field of underground engineering construction, and in particular relates to an underground engineering sequential construction method and structure. [0003] 【Background technique】 [0004] With the rapid development of urban construction and the increase of population density, various types of underground projects and large-scale deep foundation pit projects are also increasing. In order to ensure the rapid and safe construction of deep foundation pits, excavate to the bottom of deep foundation pits as soon as possible and quickly seal the bottom , it is more suitable to adopt the straight method of construction. [0005] The straight method is an unconventional construction method, which is generally adopted in special circumstances such as deep foundations, complex geology, and high groundwater levels. Construction of underground continuous wall or other supporting structures along the axis of the base...

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): E02D17/02E02D17/04E02D5/20
CPCE02D5/20E02D17/02E02D17/04
Inventor 张文新王国安王超峰谭咸松邹翀李治国宋妍朱继红牛占威徐燃张迅刘石磊刘勇军张泽卫刘坤昊何礼革向义雄李云涛王延辉李凤远隆卫李华新施凤彬彭琪任玉龙许正选肖万明
Owner CHINA RAILWAY TUNNEL GROUP CO LTD