Suspension bridge stiffening beam swinging installation method without horizontal pulling force
An installation method and technology of pulling force, which is applied in the swing installation field of stiffened beams of suspension bridges without horizontal pulling force, can solve the problems that the crane cannot directly lift vertically, and achieve the effects of simple and fast installation, safe construction and convenient operation
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Embodiment 1
[0029] This embodiment provides a suspension bridge stiffening beam installation method without horizontal pulling force. The crane 1 is supported on the main cable 2, and the crane steel strand 3 and the stiffening beam pass through the sling 4 and the 5 to realize the swing installation of the stiffening beam 5.
[0030] This method overcomes the problem that part of the segmental stiffening beam 5 is located in a shallow water area or on land that cannot be directly reached by a transport ship, and the crane 1 cannot directly lift vertically.
Embodiment 2
[0032] On the basis of embodiment 1, this embodiment provides a kind of figure 1 The specific steps of the suspension bridge stiffening girder swing installation method shown without horizontal tension are as follows:
[0033] Step 1) Support the crane 1 on the main cable 2, and use the steel strand 3 of the crane to vertically lift the stiffening beam 5 to the swing height;
[0034] Step 2) pulling the lower end of the sling 4 to the stiffening beam 5, so that the lower end of the sling 4 is connected to the stiffening beam 5;
[0035] Step 3) The crane 1 transfers the load of the stiffening beam 5 to the sling 4 to realize the first switching connection. Under the tension of the sling 4, the stiffening beam 5 swings from the position of the crane 1 to the position of the sling 4, completing a shift;
[0036] Step 4) The crane 1 walks along the main cable 2 to another position and fixes it, and pulls the lower end of the steel strand 3 of the crane to the stiffening beam 5,...
Embodiment 3
[0046] On the basis of Embodiment 2, this embodiment provides a suspension bridge stiffening girder swing installation method without horizontal pulling force. The spreader conversion tool 6 is connected, and the spreader conversion tool 6 includes a connecting plate 1 7, a connecting plate 2 8, a fan-shaped plate 9 and a triangular plate 10, and the two ends of the connecting plate 1 7 and the connecting plate 2 8 are respectively provided with connecting holes , the three corners of the triangular plate 10 are provided with connecting holes, the arc of the fan-shaped plate 9 is provided with a plurality of lug holes, and the fan-shaped corners are provided with lug holes;
[0047] The two connecting holes of the connecting plate one 7 are pinned with a connecting hole on the triangular plate 10 and a lug hole on the arc of the sector plate 9 respectively, and the two connecting holes of the connecting plate two 8 are connected with the hanger respectively. 11 and the lug hol...
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