Looking for breakthrough ideas for innovation challenges? Try Patsnap Eureka!

Grouting method for prestress vertical pipes for bridge box beam

A prestressed pipe and prestressed technology, used in bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of uncompact grouting, long overall time, and difficulty in ensuring stable quality of grout, avoiding quality defects and improving grouting. The effect of pulp efficiency

Inactive Publication Date: 2019-03-22
BEIJING MUNICIPAL CONSTR
View PDF4 Cites 4 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the grouting of prestressed pipes is single-pipe grouting, and there are the following problems: First, the grouting from the upper part of the pipe is sealed because the bottom of the pipe must be ventilated while grouting, which may easily lead to the defect that the grouting is not dense; The second is low efficiency. Due to the frequent movement of the grouting machine and the connection of grouting pipelines, there are also many vertical pipes for bridges with a length of more than 200 meters, and it is common for the length of the pipeline to be more than 8 meters.
Even if a prestressed pipe is grouted in 3 minutes, plus moving the machine, reconnecting the pipe, etc., the overall construction time will be very long; thirdly, due to the long overall time, it is difficult to ensure the stable quality of the grout

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
  • Grouting method for prestress vertical pipes for bridge box beam
  • Grouting method for prestress vertical pipes for bridge box beam
  • Grouting method for prestress vertical pipes for bridge box beam

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0037] The principles and features of the present invention are described below in conjunction with the accompanying drawings, and the examples given are only used to explain the present invention, and are not intended to limit the scope of the present invention.

[0038] like Figure 1-Figure 6 As shown, a bridge box girder prestressed riser grouting method includes a box girder body, and the box girder body includes a panel 1-1, a base plate 1-2 and a web 1-3, and the panel, base plate and web There are box girder reinforced concrete 1-4 in the slab, and the construction steps are as follows:

[0039] 1), vertically insert the prestressed pipe 2 in the box girder reinforced concrete 1-4 of the web 1-3, and bind it with the reinforced concrete 1-4;

[0040] 2), penetrate steel bundle 5 in each described prestressed pipe, and insert anchorage 6 at the two ends of steel bundle 5;

[0041] 3), connect the bottom ends of the adjacent prestressed pipes 2 with the connecting pipe...

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
Diameteraaaaaaaaaa
Diameteraaaaaaaaaa
Login to View More

Abstract

The invention relates to the technical field of road and bridge construction, in particular to a grouting method for prestress vertical pipes for a bridge box beam. The bridge box beam comprises a boxbeam body, the box beam body comprises a panel, a baseplate and a web, and the panel, the baseplate and the web are internally provided with box beam reinforced concrete. The construction method comprises the following steps that 1, the prestress pipes are inserted in the box beam reinforced concrete of the web and fixed; 2, steel cables penetrate through the prestress pipes, and anchors sleeve the prestress pipes; 3, the bottoms of the adjacent prestress pipes are communicated with connection pipes; 4, the whole box beam is poured; 5, the upper ends of the prestress pipes are tensioned through the anchors and locked through steel cables; 6, a grouting pipe of grouting equipment is inserted one any prestress pipe port for grouting, and when grout of the upper end of each prestress pipe overflows, grouting is ended. The grouting method has the advantages that the grouting efficiency is greatly improved, the pouring quality is improved, and the quality defect is fundamentally avoided.

Description

technical field [0001] The invention relates to the technical field of road and bridge construction, in particular to a grouting method for prestressed standpipes of bridge box girders. Background technique [0002] In recent years, with the continuous development of my country's national economy, the level of infrastructure, including road traffic construction, has continued to increase. Various long-span bridges are increasingly becoming an important part of the development of traffic. [0003] How to ensure the construction quality of the new bridge is an important task in bridge construction. Concrete bridge damage manifests in various forms, such as loss of prestress, concrete damage and cracking, corrosion of steel bars, support voids, etc. These damages lead to a decrease in the overall stiffness and bearing capacity of concrete bridges, and are an important cause of bridge safety hazards. Eliminating quality defects during construction and ensuring the grouting qua...

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): E01D21/00E01D2/04
CPCE01D2/04E01D21/00
Inventor 李明东卢涛王建仓韩晓伟相远行贾石蒋晓琦
Owner BEIJING MUNICIPAL CONSTR
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Patsnap Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Patsnap Eureka Blog
Learn More
PatSnap group products