DocumentCode
3247469
Title
A study of Jia-Musi highway bridge reinforcing materials test
Author
Shijie, Wang ; Lirong, Wang
Author_Institution
Heilongjiang Inst. of Technol., Harbin, China
fYear
2011
fDate
22-24 April 2011
Firstpage
6415
Lastpage
6417
Abstract
The JiaMusi highway bridge reinforcement material experiment process are expounded. In the self-compacting concrete material performance tests, concrete strength meets the design requirements. In the vibration influencing on concrete strength tests, values of intensity decrease to 10~20%. In the planting-bar anchorage tests, no concrete was brought out, nor tape out. The experimental results show that healthy environment has no influence on the C50 self-compacting concrete strength basically; the vibration condition plays a large part of the strength of concrete; and the difference anti-pull force between planting-bar anchorage depth of 15cm and anchorage depth of 20cm is small. Therefore in JiaMusi highway bridge concrete construction, vehicle speed is surposed to to be controlled in order to decrease the bridge vibrating influence on concrete strength; when local drilling depth can´t meet the design requirements, it is better to reduce the drilling depth to 15cm~20cm appropriately.
Keywords
anchors; bars; bridges (structures); design engineering; drilling (geotechnical); materials testing; mechanical strength; reinforced concrete; vibrations; C50 self-compacting concrete strength; JiaMusi highway bridge reinforcement material; antipull force; bridge vibration; design requirement; drilling depth; material performance testing; planting-bar anchorage test; self-compacting concrete; Bridges; Concrete; Optical fiber cables; Road transportation; Safety; Vibrations; Concrete; Planting Bar; Self-compacting; Vibration;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5775776
Filename
5775776
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