Novel tower crane pile foundation bearing platform

• Main Authors: CHEN DUIHANG, LUO ZHIJUN, WU SHIXIA, NIE LUJUN, ZHANG PENGSONG, HUANG JUN, BAI LIZHU, WANG YAN
• Format: Patent
• Language: Chinese; English
• Published: 21.05.2019
• Subjects: EMBANKMENTS; EXCAVATIONS; FIXED CONSTRUCTIONS; FOUNDATIONS; HYDRAULIC ENGINEERING; SOIL SHIFTING; UNDERGROUND OR UNDERWATER STRUCTURES

The invention belongs to the field of pile foundation bearing platforms, and in particular to a novel tower crane pile foundation bearing platform. Generally, in the traditional crane foundation design, a tower crane bearing platform can be manufactured only after earth excavation of a basement is completed to meet the requirement of the tower crane on the bearing capacity of the foundation, consequently causing construction period lag, and increased cost investment due to occupied manpower, material resources and financial resources. A foundation bearing platform commonly adopted by the towercrane is a cast-in-place reinforced concrete bearing platform at the earliest, and has the problems that steel bars cannot be disassembled and reused and resources are waste. According to the scheme, the novel tower crane pile foundation bearing platform comprises a tower foundation bearing platform; and the tower foundation bearing platform comprises two engineering piles. The novel tower cranepile foundation bearing pl