Steel pipe hoisting method in the construction of steel pipe column by hole pile method
A hoisting method and a steel pipe column technology are applied in the field of steel pipe hoisting construction of a hole pile method steel pipe column, which can solve the problems of difficult movement of the gantry, long transfer lines, high safety risks, etc., so as to improve the overall stability and speed up the construction. progress and improve the efficiency of hoisting
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Embodiment 1
[0038] Embodiment 1 Hole pile method steel pipe column hoisting construction
[0039] Such as figure 1 As shown in the figure, the primary support 2 grid main reinforcement of the pilot tunnel is used as the temporary lifting point 1, and two lifting points are set up. The lifting points are symmetrically arranged on both sides of the center line of the steel pipe column in the longitudinal direction, and symmetrically arranged on both sides of the center line of the pilot tunnel in the transverse direction. On the main reinforcement of the initial support grid in the pilot hole, adjust the center of the steel pipe column 4 by adjusting the chain length of the electric hoist during hoisting, so that the steel pipe column coincides with the central axis of the vertical hole 3. The steel pipe column is hoisted downward by the gourd. During the hoisting process, the multi-line symmetrical hoist is used to adjust and limit the verticality. The hoisting method is convenient to se...
Embodiment 2
[0045] For the hoisting construction of the steel pipe column by the hole pile method, the main reinforcement of the initial support grid of the pilot tunnel is used as a temporary lifting point, and a total of four lifting points are set. The lifting ring is directly stuck on the main reinforcement of the primary support grid of the pilot tunnel, and the center of the steel pipe column is adjusted by adjusting the chain length of the electric hoist during hoisting. The steel pipe columns are hoisted downward by electric hoists, and the columns are connected with high-strength bolts. After the hoisting is completed, a detachable I-shaped steel well frame 5 is used to limit the steel pipe column.
[0046] Preferably, the distribution structure of the I-shaped steel well-shaped frame is: two of the I-shaped steels tighten the initial support of the pilot tunnel under the premise of clamping the steel pipe column, and the other two are fixed on the above-mentioned two under the p...
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