The invention discloses a
buoyancy pipe penetrating construction method, which is characterized in that a
water source is used as a medium between an outer sleeve and an inner penetrating
pipe, so that the smoothness of the construction process is ensured, and an inlet hole water stopping device and an outlet hole water stopping device are respectively arranged at two ends of the outer sleeve and are used as a sealing
system of the
water source. In addition, a limiting device, a limiting roller and an anti-collision roller are installed at the position of the inlet hole, the inner wall of the outer sleeve and the end of the inner penetrating
pipe respectively. And finally, the inner penetrating pipe is smoothly pushed into the outer sleeve under the action of
buoyancy. The problems that in a traditional roller launching method, a method for installing trundles on the outer wall of a pipeline and a
pulley block propelling method, the roller structural strength is insufficient, durability is poor, and an outer anticorrosive
coating of the pipeline is prone to being damaged are effectively solved, and the method is particularly suitable for large-
diameter and long-distance inner penetrating pipe construction with the high requirement for finished product protection; and the method has good economical efficiency and implementation effect.