Bridge Construction Control Technology (continued)

doi:10.59238/j.pt.2010.01.008

Home > Archive>Volume 14, Issue 01, 2010 >36-39. DOI:10.59238/j.pt.2010.01.008

Bridge Construction Control Technology (continued)
DOI:
                        10.59238/j.pt.2010.01.008
                    
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Affiliation:(Special Foundation Design Institute, Shanghai Foundation Engineering Company, Shanghai 200002, China)
Clc Number:TU714
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3.3.3.2 Installation of arch rib system (1) The components are lifted in the precast yard by means of a four-leg lifting stool or a herringbones scraper. On the pallet, roll, drag on the light rail into gear, and then lift again, load on the 10t flat car, through the light track to the installation site, see Figure 18.

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Shizhong Qiu Bridge Construction Control Technology (continued). Prestress Technology 2010,14(01):36-39. 10.59238/j. pt.2010.01.008

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