1.0.1 This code was formulated with a view to implementing the guidelines and policies on safety production of China in the construction of shuttering engineering, to achieving advanced technology, economy and rationality, convenience and applicability, and to ensuring the safety production.
1.0.2 This code is applicable to the design, fabrication, installation and removal of the shuttering of cast-in-place concrete work in construction.
1.0.3 During the design and construction of shuttering, the materials, schemes and constructional measures shall be selected reasonably based on the actual conditions of engineering; the requirements of the shuttering on strength, stability and stiffness during the process of transportation, installation and application shall be met, and the finalized and standardized shuttering supports and members should be preferred, so as to reduce the work load of fabrication and installation and to improve the reuse rate.
1.0.4 In addition to the requirements of this code, the design, fabrication, installation and removal of the shuttering work in construction still shall comply with those specified in the current relevant standards of the Nation.
1 General Provisions
2 Terms and Symbols
2.1 Terms
2.2 Main Symbols
3 Material Selection
3.1 Steels
3.2 Cold-formed Thin-wall Steel
3.3 Wood
3.4 Aluminum Alloy
3.5 Bamboo and Wood Plywood Shuttering
4 Provisions on Load and Deformation Value
4.1 Standard Value of Load
4.2 Design Value of Load
4.3 Load Combination
4.4 Provisions on Deformation Value
5 Design
5.1 General Requirements
5.2 Calculation of Cast-in-place Concrete Shuttering
5.3 Calculation of Crawl Shuttering
6 Installation Structure of Shuttering
6.1 General Requirements
6.2 Installation Structure of Support Column
6.3 Installation Structure of Ordinary Shuttering
6.4 Installation Structure of Crawl Shuttering
6.5 Installation Structure of Flying Shuttering
6.6 Installation Structure of Tunnel Shuttering
7 Shuttering Removal
7.1 Requirements of Shuttering Removal
7.2 Removal of Support Column
7.3 Removal of Ordinary Shuttering
7.4 Removal of Special Shuttering
7.5 Removal of Crawl Shuttering
7.6 Removal of Flying Shuttering
7.7 Removal of Tunnel Shuttering
8 Safety Management
Appendix A Design Indexes of Materials for All Kinds of Shuttering
Appendix B Dead Weight of Common Building Materials for Shuttering Design
Appendix C Internal Force and Deformation Coefficient of Continuous Beam with Constant Sections
Appendix D Stability Coefficient of Axial Compression Steel Member with Cross Section in Category B
Explanation of Wording in this Code
1.0.1 This code was formulated with a view to implementing the guidelines and policies on safety production of China in the construction of shuttering engineering, to achieving advanced technology, economy and rationality, convenience and applicability, and to ensuring the safety production.
1.0.2 This code is applicable to the design, fabrication, installation and removal of the shuttering of cast-in-place concrete work in construction.
1.0.3 During the design and construction of shuttering, the materials, schemes and constructional measures shall be selected reasonably based on the actual conditions of engineering; the requirements of the shuttering on strength, stability and stiffness during the process of transportation, installation and application shall be met, and the finalized and standardized shuttering supports and members should be preferred, so as to reduce the work load of fabrication and installation and to improve the reuse rate.
1.0.4 In addition to the requirements of this code, the design, fabrication, installation and removal of the shuttering work in construction still shall comply with those specified in the current relevant standards of the Nation.
Contents of JGJ 162-2008
1 General Provisions
2 Terms and Symbols
2.1 Terms
2.2 Main Symbols
3 Material Selection
3.1 Steels
3.2 Cold-formed Thin-wall Steel
3.3 Wood
3.4 Aluminum Alloy
3.5 Bamboo and Wood Plywood Shuttering
4 Provisions on Load and Deformation Value
4.1 Standard Value of Load
4.2 Design Value of Load
4.3 Load Combination
4.4 Provisions on Deformation Value
5 Design
5.1 General Requirements
5.2 Calculation of Cast-in-place Concrete Shuttering
5.3 Calculation of Crawl Shuttering
6 Installation Structure of Shuttering
6.1 General Requirements
6.2 Installation Structure of Support Column
6.3 Installation Structure of Ordinary Shuttering
6.4 Installation Structure of Crawl Shuttering
6.5 Installation Structure of Flying Shuttering
6.6 Installation Structure of Tunnel Shuttering
7 Shuttering Removal
7.1 Requirements of Shuttering Removal
7.2 Removal of Support Column
7.3 Removal of Ordinary Shuttering
7.4 Removal of Special Shuttering
7.5 Removal of Crawl Shuttering
7.6 Removal of Flying Shuttering
7.7 Removal of Tunnel Shuttering
8 Safety Management
Appendix A Design Indexes of Materials for All Kinds of Shuttering
Appendix B Dead Weight of Common Building Materials for Shuttering Design
Appendix C Internal Force and Deformation Coefficient of Continuous Beam with Constant Sections
Appendix D Stability Coefficient of Axial Compression Steel Member with Cross Section in Category B
Explanation of Wording in this Code
