大锚
1.Violent winds came up suddenly, so it was necessary to back the anchor.
3.New Style Large Tons Button-head Anchorage System and Analysis of Stress under the Anchorage
6.Theoretical and Test Research on Anchor Strength under Large Prestressing Anchorage of Qi-Nen Highway Bridge
7.The inferior anchor-ties is short,compared to the design request,the actual elongation value has increased 6%,its reason is that the anchor end in to shrink the quantity had neglected Locks the loss absolutely oversized,through adjusted the anchorage,this problem has solved effectively.
8.Taking the construction of sunk anchorage system of the deformed double wall steel cofferdam of Wuhan Junshan Changjiang River Highway Bridge as the actual example,the paper intorduces the construction technology of the anchorage system of the largest steel cofferdam in the same kind of bridges in China.
10.ANALYSIS OF DISPLACEMENTS OF TUNNEL-TYPE ANCHORAGE FOR A LARGE-SPAN SUSPENSION BRIDGE
