On the afternoon of June 9, with the successful pouring of concrete for pile Z5-208, the Second Company of China Railway Construction Bridge Engineering Bureau Group completed all pile foundations for the enclosure structure of the Airport East Station on Section TA01 of the Nanjing Metro Ningli Line, becoming the first unit on the entire line to finish construction of the main enclosure structure.
The Airport East Station is located on the west side of the intersection of Xiangying 4th Road and Kunpeng Road, laid out east-west along Xiangying 4th Road. The station enclosure structure uses bored cast-in-place pile support, totaling 766 piles.
Enclosure completed
Since the project officially started on February 24, external factors such as design scheme adjustments and traffic diversion affected the preliminary work of the Airport East Station enclosure structure construction. During pile foundation construction in the foundation pit, a cast-in-place concrete rainwater box culvert was found inside the pit whose position did not match the design survey location and conflicted with the pile positions on the north side, directly affecting the construction of 310 enclosure piles on site, and enclosure pile construction was once suspended. On March 10, She Caigao, Chairman of the Metro Group, led a delegation of leaders from the Metro Construction Company and heads of relevant departments to the station construction site for investigation, gave important instructions on the difficulties facing project progress, and required relevant metro departments to attach great importance and coordinate to resolve them as soon as possible. Xu Runze, Executive Director and General Manager of the Second Company, Song Yuncai, Executive Deputy General Manager, and other company leaders and heads of relevant company departments also visited the construction site many times to guide the work.
The project department made the best use of the situation. While strengthening communication with the owner and relevant airport units, it organized construction by seizing every opportunity, overcoming difficulties such as early rock drilling, high rock strength, and long hole-forming time at the east end; and poor strata at the west end, where hole formation was difficult and collapse was serious during drilling in plain fill and mucky silty clay layers, creating favorable conditions for the full launch of pile foundation construction.
评论 (0)