This Specification is prepared to standardize the constructionof slipform for hydropower and water resources projects， and toensure construction safety and quality.This Specification is applicable to the construction of slipformfor hydropower and water resources projects.New technologies， processes， materials and advanced equipmentshall be used for the design and construction of slipform.In addition to this Specification， other current National Standardsand Industrial Standards shall also be complied with.
Foreword 1 General provisions 2 Terms 3 Basicrequirements 4 Design ofsliding fromwork 4．1 General requirements 4．2 Shaft， silo （tower） and pier wall 4．3 Concrete slab 4．4 Overflow surface 4．5 Inclined shaft 4．6 Tunnel invert 4．7 Channel 4．8 Shifted form with sliding frame 5 Construction of sliding fromwork 5．1 General requirements 5．2 Shaft， silo （tower） and pier wall 5．3 Concrete slab 5．4 Overflow surface 5．5 Inclined shaft 5．6 Tunnel invert 5．7 Channel 5．8 Shifted form with sliding frame 6 Construction safety and quality control 6．1 Constructionsafety 6．2 Quality control Appendix A Criteria of design loads for slipform Appendix B Calculation ofallowable bearing capacity and number ofjack rods Appendix C Penetration （resistance） test in concrete setting Explanation of wording in this specification List of quoted standards
鄂公網(wǎng)安備 42010302001612號(hào) 