Bridge steel upright hoisting and turning device and turning method
A technology of bridge steel and steel columns, which is applied in the field of swivel devices, can solve the problems of stress concentration and uneven force on steel columns, and achieve the effects of reducing work intensity, saving construction time, and simple structure
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Embodiment 1
[0032] This embodiment discloses a bridge steel column hoisting swivel device and swivel method, as shown in the attached Figure 3-5 , including a pair of coaxial holes 1 opposite to each other. Hole 1 is set on the side wall where the lifting point is set at one end of the steel column; it includes a stressed steel plate connected to the side wall of the steel column. In contrast to hole 2, the contour of hole 1 is located on the periphery of the contour of hole 2; it also includes a pin shaft, which penetrates through the steel column through hole 1 and hole 2, and the two ends of the pin shaft are located outside the steel column, which can use existing devices such as slings Connect with the cableway to realize the rotation.
[0033] The end where the pin is located is taken as the main lifting point, and two lifting lugs are welded on the other end of the steel column, on the upper surface of the horizontal lifting, to assist the rotation and serve as the auxiliary lifti...
Embodiment 2
[0035] On the basis of embodiment 1, refer to as attached Figure 5 , the stressed steel plate is welded on the inner side of the column, and welded with the vertical stiffening plate and the circumferential stiffening plate attached to the first hole. The diameter of hole two on the stressed steel plate is smaller than the diameter of hole one on the side wall of the steel column, and the pin shaft passes through hole two together with hole one, so as to prevent the column from directly participating in the stress. Between the stressed steel plate and the vertical stiffening plate, between the inner wall of the steel column and the vertical stiffening plate 4, reinforcing ribs are welded, in a triangular shape, arranged in opposite pairs on both sides of the vertical stiffening plate. The force here is mainly composed of the steel plate, the vertical stiffener of the steel column and the circumferential stiffener. The ribs strengthen the stability of the internal structure of...
Embodiment 3
[0037] On the basis of Embodiment 1, the cross-sectional shape of the steel column can be rectangular or circular, and the line between the two opposite holes on the side wall of the steel column and the centroid is the middle division of the cross section of the steel column Wire. The two ends of the pin shaft and the side panels of the steel column are positioned by a limit device. The pin shaft can be 110 type, and there is a through hole for limit on the outside; the limit device can use limit sleeves, nuts, gaskets and limit pin. At the appropriate position of the outermost limit, a limit pin longer than the length of hole one on the side wall is fixed through the through hole on the outside of the bearing pin.
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