Construction Method of Composite Anchorage Between Rock Mass and Reinforced Concrete Slab of Suspension Bridge
A technology for reinforced concrete slabs and rock mass of suspension bridges, which is applied to bridges, bridge construction, erection/assembly of bridges, etc. It can solve the problems that the output of anchor cables and anchor plug bodies is not easy to coordinate, so as to reduce the amount of concrete construction and improve durability. Improve and reduce the effect of the impact
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[0023] The specific implementation manners of the technical solutions in the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the present invention.
[0024] Such as figure 1 with figure 2 A suspension bridge rock mass and reinforced concrete slab composite anchorage is shown, which is characterized in that it includes a front anchor chamber 2 excavated on one side or both sides of the suspension bridge and a rear anchor chamber 7 excavated in the mountain body. The reserved rock mass 8 placed between the front and rear anchor chambers 2 and 7 and the multiple anchor cables 11 scattered between the front and rear anchor chambers 2 and 7, the front anchor chamber 2 is smaller than the rear anchor chamber 7, resulting in The reserved rock mass 8 between the front and rear anchor chambers 2 and 7 is wedge-shaped with a small front and a large rear. A reinforced concrete anchor plate 10 is poured in the rear anchor...
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