【Domestic News】The Floor of the Main Structure of the Weir Construction Section of the Shenzhen - Zhongshan Channel is Connected and Successfully "Shook Hands" with the Super Wide Pipe Joint E32
Shenzhen - Zhongshan Channel is an important traffic link connecting the three areas of Guangdong free trade zone and the Pearl River Delta. It is a sea area project attracting worldwide attention in the Greater Bay area of Guangdong, Hong Kong and Macao. The total length is 24.03km, including 6.8km long immersed tunnel, The design speed of deep middle channel is 100km/h. The East artificial island and main line weir construction section of Shenzhong channel are located in the south of Shenzhen Bao'an airport, close to Fuyong wharf. The west end of weir construction section is connected with immersed tunnel, and the construction scheme of "double row steel sheet pile + backfill sand + water stop curtain" is adopted.
The weir construction section of the project is the transition intersection of underwater interchange and immersed tunnel in the island, with a total length of 480m, the maximum width and depth of foundation excavation is 73m and 20.43m, the maximum thickness of bottom plate, side wall and top plate is 2.7m, and the maximum span of structure is 31m. It has the characteristics of "super width, super depth and large structural thickness". The bottom plate is divided into 26 structural sections, which are constructed in a smooth way, Sectional flow operation and safety control are the key and difficult points of floor construction. The foundation construction of weir construction section is one of the key milestone of the whole line construction, and its implementation is the precondition to ensure that the connection of immersed pipe E32 is provided on schedule.
Since the construction of the first section of bottom slab, the project has made full use of more than 30 times of special technical scheme discussion opportunities for structural leakage prevention and high formwork safety by internal and external expert teams, strengthened the improvement of technical ability of the technical team, continuously absorbed new knowledge of marine construction, continued to make frequent efforts in technical breakthrough and process innovation, and realized the assembly line operation of synchronous promotion of side
wall, middle partition wall and top slab, The concrete pouring is increased from 50 m3 per hour to 90 m3, the total pouring time is reduced to 32 hours, and the production and installation efficiency of flow operation reinforcement is increased by 25%, which has accumulated referential experience for the next large-scale construction of main structure. Strengthen the quality control of key construction parts such as formwork assembly, reserved protective layer, reinforcement spacing control, exposed middle buried waterstop and so on, so as to ensure the smooth pouring and connection of the bottom plate of the main structure.
