ÖлªÈËÃñ¹²ºÍ¹úµçÁ¦ÐÐÒµ±ê׼ˮ¹¤½¨ÖþÎﻬ¶¯Ä£°åÊ©¹¤¼¼Êõ¹æ·¶:DL/T 5400-2016

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