Prestressed reinforced concrete beam transforming and reinforcing method

A technology for reinforced concrete beams and prestressed beams, applied in joists, girders, truss beams, etc., can solve the problems of unsatisfactory clearance and low overall floor height, and achieve the effect of ensuring bearing capacity and enhancing bearing and supporting capacity.

Active Publication Date: 2021-11-09
徐州市政建设集团有限责任公司
View PDF6 Cites 1 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] Aiming at some problems existing in the prior art, the present invention provides a method for rebuilding and strengthening prestressed reinforced concrete beams. The reinforcement method has short construction period, quick results and simple construction technology, and can solve problems caused by the high section of prestressed reinforced concrete beams. The overall floor height is small and the headroom does not meet the requirements of use, and it can ensure that the prestressed beam after the height reduction can have a good bearing capacity and a stable service life, meeting the requirements of the overall floor height use function and building safety level

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
  • Prestressed reinforced concrete beam transforming and reinforcing method
  • Prestressed reinforced concrete beam transforming and reinforcing method
  • Prestressed reinforced concrete beam transforming and reinforcing method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0050] The present invention will be further described below.

[0051] Such as Figure 1 to Figure 7 As shown, a prestressed reinforced concrete beam reconstruction and reinforcement method includes the following steps:

[0052] Step 1, the jacking support of the prestressed beam 1;

[0053] First plan the layout positions of each jack 5 and steel pipe column 4, then lay each jack 5 flat, and lay a steel backing plate 6 at the bottom of each jack 5; then, vertically set the steel pipe column 4 on the corresponding above the jack 5, and make the top of the steel pipe column 4 contact smoothly with the upper vertical main beam 7 through the steel backing plate 6, and then load the bottom end of the steel pipe column 4 upwardly through the jack 5;

[0054] As a preference, the steel backing plate 6 has a thickness of 10mm; for effective support, the steel pipe column 4 is a square steel pipe column with a cross-section not less than 200mm×200mm and a wall thickness not less tha...

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 discloses a prestressed reinforced concrete beam transforming and reinforcing method. A main beam in the vertical direction is supported through jacks and steel pipe columns; floor slabs are supported through steel pipe; concrete surface strain gauges and laser range finders are erected; the steel pipe columns are upwards loaded and jacked through the jacks; the column heads of original reinforced concrete frame columns are heightened; newly-added beams are additionally arranged on the tops of prestressed beams; prestressed steel bars or prestressed steel strands in the prestressed beams are cut off one by one; concrete at the bottom of the prestressed beams are removed and reduced; new bottom surface prestressed steel bars of the prestressed beams are recovered; a new bottom surface is repaired; the prestressed beams are reinforced, so that the stress performance of the prestressed beams is recovered; and the jacks are unloaded, the steel pipe columns and the steel pipes are removed. According to the method, the problems that the overall floor height is small and the clearance does not meet the use requirement due to the fact that the sections of the prestressed beams are high can be solved, it can be ensured that the prestressed beams with the reduced height can have good bearing capacity and stable service life, and the requirements for the overall floor height use function and the building safety level are met.

Description

technical field [0001] The invention belongs to the technical field of building reinforcement, and in particular relates to a method for rebuilding and strengthening prestressed reinforced concrete beams. Background technique [0002] With the rapid development of the construction industry, in large-space public buildings, prestressed concrete frame structures are favored due to their light weight, large spanning capacity, and good durability, but at the same time, the requirements for building safety levels are also increasing. . On the one hand, in a large number of infrastructure constructions, problems of poor design inevitably arise, such as the prestressed concrete frame structure prestressed beams built in the early stage have a large cross-sectional height, which affects the building floor height to a certain extent. With the change of the building's use function, a larger floor height may be required; on the other hand, due to the needs of the owner, the building m...

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): E04G23/02E04G25/00E04G25/04E04C3/26
CPCE04G23/0218E04G23/0244E04G25/00E04G25/04E04C3/26
Inventor 李庆涛夏浩然刘普张杨陈建设柴英鹏孙胡斐屈路阳刘萌郭宗凯朱明权王浩徐成袁广林舒前进
Owner 徐州市政建设集团有限责任公司
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