Construction method of steel-concrete combined section of long-span cable-stayed bridge

A cable-stayed bridge steel and construction method technology, applied to cable-stayed bridges, bridges, bridge forms, etc., can solve problems such as adverse effects of bridge service periods, difficulties in construction of steel-concrete joints, and difficulties in using construction machines and tools, and achieve improvement Stress of the structure, excellent pouring quality, and the effect of reducing shaking

Inactive Publication Date: 2019-07-16
CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP +1
View PDF6 Cites 4 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Because the physical properties of concrete and steel are very different, it brings great difficulties to the construction of the steel-concrete joint section
In the past, ordinary high-strength concrete was poured into the steel box girder in the construction of the steel-concrete joint section, which required strict vibration and compaction, complicated construction, small structural space at the joint, difficulty in using construction machines, poor vibration effect, and easy to cause defects. It will have an adverse effect on the service life of the bridge

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
  • Construction method of steel-concrete combined section of long-span cable-stayed bridge
  • Construction method of steel-concrete combined section of long-span cable-stayed bridge
  • Construction method of steel-concrete combined section of long-span cable-stayed bridge

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0032] It should be noted that, in the case of no conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other.

[0033] Specific embodiments of the invention will be described in detail below.

[0034] A construction method for a steel-concrete joint section of a long-span cable-stayed bridge, such as Figure 1 to Figure 7 As shown, including the following construction steps:

[0035] First, according to the construction arrangement, install the longitudinal prestressed tendons 9 of the concrete beam and finely adjust the concrete beam section 6; The concrete beams are docked and temporarily locked, and the joint between the two forms a steel-concrete joint section 8; the RPC concrete is mixed at the mixing station and transported to the site by a concrete tanker. Since the holes are reserved on the steel box girder, the concrete inside the steel girder is poured directly through the lower hopper, which avoids the im...

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 creatively provides a construction method of a steel-concrete combined section of a long-span cable-stayed bridge. The construction method includes the steps that firstly, longitudinal prestressed tendons of concrete beams are installed, and fine-adjusted concrete beam sections are put in place; then a plurality of pouring holes are formed in steel beams, fine-adjusted steel box girders are put in place, and the steel beams and the concrete beams are in butt joint and locked temporarily; then steel geocell concrete of a bottom plate, a web, steel geocell concrete of an inclined web and steel geocell concrete of an outer web are poured; and then steel geocell concrete of a roof is poured. According to the construction method of the steel-concrete combined section of the long-span cable-stayed bridge, concrete is poured directly through a discharging hopper, the impact load on a support system during concrete conveying through a pump is avoided, shaking is relieved, the structural stress condition of the junction of the steel-concrete combined section is improved, strict vibration is not required during pouring, construction is convenient, the effect after curing is good, the concrete pouring quality is excellent, the safety risk in the construction process is lowered, and the construction progress is accelerated.

Description

technical field [0001] The invention belongs to the technical field of bridge construction, and in particular relates to a construction method for a steel-concrete joint section of a long-span cable-stayed bridge. Background technique [0002] With the rapid development of my country's society, economy, science and technology, infrastructure construction tasks are gradually increasing, and the technical requirements for bridge construction are also increasing accordingly. How to construct quickly and safely to ensure the design purpose is becoming an important task in the field of bridge construction. In bridge construction, in order to use larger main spans, steel box girders are often used as the structural form of main girders, and concrete beams are mostly used for side spans in order to control construction investment and structural design requirements, and steel-concrete combined sections are As the transitional section of the two structures, the construction quality ...

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): E01D21/00E01D11/04
CPCE01D11/04E01D21/00
Inventor 宋伟俊龚国锋陈宁贤曲江峰蔡文焘朱林达朱永盛李春江李福友岳超杰张斌冯文园郭万良霍艳雷王旭东常洁于龙波
Owner CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP
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