Theoretical analysis and preloading study show that the construction plan for Type-TY900 movable gantry is both safe and feasible.

The piers of the Bridge are of single-and double-column piers without capping beams and the concrete continuous box girders atop the piers are constructed by movable shuttering form.

This paper presents the method for construction of the superstructure of the north approach spans of Huangpu Bridge over Zhujiang River in Guangzhou by movable shuttering form under special construction conditions and also the key control points and safety protection measures for construction of long span prestressed concrete box girders by the form.

The upstroke moving die carrier work principles and consolidation shed technique;

The cost analysis on the passenger special line moving die carrier cast-in-place box;

Research on temperature field of large-span concrete box girder constructed with the movable scaffolding system;

Applications of Self-launching Movable Scaffolding System in Hangzhou Bay Bridge;

Finite element analysis of lateral stability of DXZ32/900 movable scaffolding system;

Application of Independent MSS to the Construction of PC Continuous Girders at Sutong Bridge;

The Technique of MSS Applying in Creation of Bridge Structured of 32 m Box-beam for Double Lined PDL

Along with the overall startup of the construction of our country s high speed railway, the construction technics of MSS has been widely used in the construction of high speed railway bridges.

5 m deck traveling slide shuttering forms were used for the construction of cast-in-situ box girders of both the south and north approach bridges of Huangpu Bridge over Zhujiang River in Guangzhou.

Taking the construction of Wenzhou-Fuzhou Railway Project as an example,this paper presents the composition and features of the slide shuttering forms,and also the technology schemes,implementation,improvement and optimization of construction with the shuttering forms.