Construction method of overall embedded hoisting of large cantilever beam with front support and rear tension
A construction method and large overhang technology, applied in the direction of girders, joists, truss beams, etc., can solve the problems of unsatisfactory construction period and high construction cost, achieve good construction quality, save construction cost, and ensure the effect of installation progress
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[0032] A construction method for overall embedded hoisting of a large cantilever beam with front support and rear stretching, comprising the following steps:
[0033] (1) Construction preparation:
[0034] Pre-embedding of the base: According to the position of the connection point with the concrete column in the 3D three-dimensional truss diagram, the connector is pre-embedded when the concrete column is poured; the base of the connection point between the column and the large cantilever beam has four points, two points are located on the top of the column, and two points are located at the top of the column. The point is located on the front upper side of the column; the base of the ball hinge connection point of the V-shaped truss of the front brace is one point, and the base of the upper and lower connection point of the rear pull sheet truss and the back of the column is two points;
[0035] (2) Ground assembly
[0036] 1. The steel pipe fittings of the main trusses are ...
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