Planning and Control in Construction of LW3-1 Jacket

Shao Ning Han; Hong Wang; Hang Wu; Pi Song Sun; Yu Hui Xue; Rui Meng; Hui Zhang

doi:10.4028/www.scientific.net/AMM.467.277

Paper Titles

Interlocking Tactile Concrete Paver with Addition of Steel Fibers
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Study of Density and Modulus of Elasticity of Lightweight Concrete with Brazilian Aggregate
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Temperature Cracks Controlling Technology for the Mass Concrete in Solid Sections of Lower Pylon Column
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Seasonal Thermal Energy Storage - A Size Selection
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Planning and Control in Construction of LW3-1 Jacket
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Joint Analysis of the Power Generation Construction Project Schedule, Cost and Quality Based on DEA
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Environmental and Economic Model Life Cycle of Buildings Based on the Concept of "Green Building”
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Estimation of the Induced Hydrodynamic Periodic Forces of Marine Propeller under Non-Uniform Inflow via CFD
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Free Vibration Analysis of Single and Multilayered Sandwich FGM Plates-Assessment of Higher Order Refined Theories
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 467Planning and Control in Construction of LW3-1...

Planning and Control in Construction of LW3-1 Jacket

Abstract:

According to Chinese traditional classification, large-sized jackets weight over 10,000 tons and stand in over 100-meter water. Large-sized jackets are different from the normal in construction tonnage, structural dimension and quality control requirements as well as construction difficulty. More complicated construction technology and programme, higher grade of materials, stricter control requirements on node weld and higher risks all need matched stricter, more meticulous and more comprehensive management in planning and scheduling. Combined with construction of LW3-1 deep-water jacket, this paper describes the planning, tracking progress, process control and optimization.