The cantilever steel of this project adopts the form of pull-up steel wire rope, with a diameter of 16 and 3 sets of steel wire rope clamps.
The clamp form is horse riding.
A diagonal steel wire rope positioning point is set 100mm away from the end of the cantilever I-beam, and a steel bar with a length of 100mm and a diameter of 25 is vertically welded to the lower part of the I-beam.
The cantilever frame is rigidly connected to the building structure at intervals of three spans (4.
5m) in the horizontal direction.
The inclined steel wire rope is pre tightened with a rope tensioner and secured with no less than three rope clamps (see the diagram below for the rope clamp nodes).
The pre embedded lifting ring for the inclined frame steel wire rope is made of round steel with a diameter of 20.
The lifting ring is pre embedded at the top of the suspended upper structure beam, with a leakage height of no more than 10cm.
The detailed construction drawing is shown in the following figure:.
