Steel member pre-buried in composite wall during reverse construction of foundation pit and pre-burying process thereof

An upside-down method and composite wall technology, applied in building components, infrastructure engineering, artificial islands, etc., can solve the problem of difficult control of the positioning of pre-embedded steel bar connectors, shortened construction time, low utilization rate of pre-embedded steel bar connectors, etc. problems, to achieve the effect of ensuring long-term performance, shortening construction time, and avoiding waterproof weak points

Pending Publication Date: 2021-10-12
CHINA RAILWAY LIUYUAN GRP CO LTD
View PDF0 Cites 0 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The object of the present invention is to aim at the defects and deficiencies of the prior art, to provide a steel member pre-embedded in the compound wall and its pre-embedding process during the upside-down construction of the foundation pit with reasonable design, which can solve the pre-embedding of the laminates in the upside-down construction Difficult to control the positioning of steel bar connectors and the low utilization rate of pre-embedded steel bar connectors shorten the construction time, save human resources and improve construction efficiency; avoid the problem of weak waterproof points in the later stage, so as to ensure the long-term performance of the structure

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
  • Steel member pre-buried in composite wall during reverse construction of foundation pit and pre-burying process thereof
  • Steel member pre-buried in composite wall during reverse construction of foundation pit and pre-burying process thereof
  • Steel member pre-buried in composite wall during reverse construction of foundation pit and pre-burying process thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0022] 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.

[0023] Such as Figure 1-Figure 6 As shown, the steel member 1 embedded in the composite wall during the construction of the foundation pit reverse method described in this specific embodiment is a rectangular steel pipe structure with a width of 70mm and a height of H+30mm (H is the thickness of the laminate), which is bent and welded by steel plates with a thickness of 5mm.

[0024] The pre-embedding process of the steel components pre-embedded in the compo...

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 relates to the technical field of foundation pit construction, in particular to a steel member pre-buried in a composite wall during the reverse construction of a foundation pit and a pre-burying process thereof. The steel member is of a rectangular steel pipe type structure, the width of the steel pipe type structure is 70 mm, the height of the steel pipe type structure is equal to the thickness of a laminate plus 30 mm, and the steel pipe type structure is formed by bending and welding a steel plate with the thickness of 5 mm. Therefore, the problems that positioning of a pre-embedded steel bar connector of a reverse construction method construction laminate is difficult to control and the utilization rate of the pre-embedded steel bar connector is low can be solved, the construction time is shortened, manpower resources are saved, and the construction efficiency is improved; and the problem of later waterproof weak points is avoided, so that the long-term use performance of the structure is ensured.

Description

technical field [0001] The invention relates to the technical field of foundation pit construction, in particular to a steel member pre-embedded in a composite wall during foundation pit reverse construction and a pre-embedding process thereof. Background technique [0002] At present, there have been many cases of foundation pits being constructed by the upside-down method in domestic and foreign projects. In the construction process of the upside-down method, each layer slab is connected with the ground wall as a support in the excavation condition. The construction method and control measures are mainly to pre-embed steel bars at the corresponding elevations in the ground wall according to the design drawings, and to connect with the laminate steel bars through connectors later. The steel bars of each layer must pass through the inner waterproof layer of the ground wall. [0003] At present, the pre-embedded steel bars and the waterproof membrane inside the foundation p...

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): E02D29/16E02D29/055E04B1/00E04B1/16E04B1/41
CPCE02D29/16E02D29/055E04B1/0007E04B1/16E04B1/41E04B2001/4192E02D2300/0029E02D2200/1635E02D2600/20
Inventor 陈长江张存陈翔张美琴
Owner CHINA RAILWAY LIUYUAN GRP 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