1.0.1 This Specification is formulated with a view to implementing the national technical and economic policies in the design and construction of concrete-filled steel tubular structures to be of advanced technology, economy and rationality, safety and usability.
1.0.2 This Specification is applicable to the design and construction of concrete-filled steel tubular structures for industrial and civil buildings and structures. The steel tube concrete in this Specification refers to the concrete-filled steel tubular structures of circular steel tube filled with concrete.
1.0.3 This Specification is formulated based on the principle specified in the national standard "Unified standards for the design of structure" (GBJ68-84). The symbols, measurement units and basic terms are adopted according to the requirements of national standard "Design of structures-general symbols units of measurement and basic terms" (GBJ 83-85).
1.0.4 When designing and constructing according to this Specification, in addition to the definite requirements of this Specification, the loading shall be implemented according to the requirements of "Load Code for the Design of Building Structures " (GBJ 9-87), the design shall also meet the requirements of the national standards "Code for Design of Steel Structures" (GBJ17-88), "Code for Design of Concrete Structures " (GBJ 10-89) and "Code for Seismic Design of Buildings" (GBJ 11- 89); the quality of material and construction shall also meet the requirements of the national standards " Code for Construction and Acceptance of Steel Structure Engineering "(GBJ 205-83 and "Code for Construction and Acceptance of Concrete Structures" (GBJ 204-83).
1.0.5 The surface temperature of concrete-filled steel tubular structure should not exceed 100℃; where it exceeds 100℃, effective shall be taken.
1.0.6 As for the structure with fire prevention and corrosion protection requirements, and corrosion protection treatments shall be carried out according to relevant special requirements.
Contents Foreword Main Symbols Chapter 1 General Chapter 2 Materials Section 1 Steel Tube Section 2 Concrete Chapter 3 Basic Design Requirements Section 1 General Requirements Section 2 Calculation Requirements of Limit State of Bearing Capacity Section 3 Specification for Deformation Recalculation of Limit State of Normal Use Chapter 4 Calculation of Bearing Capacity Section 1 Calculation of Bearing Capacity for Single-leg Columns Section 2 Calculation of Bearing Capacity of Lattice Column Section 3 Calculation of Local Compression Chapter 5 Deformation Calculation Chapter 6 Node Structure Section 1 General Requirements Section 2 Node of Frame Section 3 Node of Lattice Column Section 4 Node of Truss Section 5 Column Base Chapter 7 Construction and Quality Requirements Section 1 Steel Tube Manufacturing Section 2 Splicing and Assembling of Steel Tubes Section 3 Hoisting of Steel Tube Columns Section 4 Pouring of Concrete in Tube Appendix 1 Calculated Length Coefficient of Column Appendix 2 Explanation of Wording in This Specification Additional Explanation
Standard
CECS 28-1990 Specification for design and construction of concrete-filled steel tubular structures (English Version)
Standard No.
CECS 28-1990
Status
superseded
Language
English
File Format
PDF
Word Count
15000 words
Price(USD)
370.0
Implemented on
1990-11-6
Delivery
via email in 1 business day
Detail of CECS 28-1990
Standard No.
CECS 28-1990
English Name
Specification for design and construction of concrete-filled steel tubular structures
Chapter 1 General
1.0.1 This Specification is formulated with a view to implementing the national technical and economic policies in the design and construction of concrete-filled steel tubular structures to be of advanced technology, economy and rationality, safety and usability.
1.0.2 This Specification is applicable to the design and construction of concrete-filled steel tubular structures for industrial and civil buildings and structures. The steel tube concrete in this Specification refers to the concrete-filled steel tubular structures of circular steel tube filled with concrete.
1.0.3 This Specification is formulated based on the principle specified in the national standard "Unified standards for the design of structure" (GBJ68-84). The symbols, measurement units and basic terms are adopted according to the requirements of national standard "Design of structures-general symbols units of measurement and basic terms" (GBJ 83-85).
1.0.4 When designing and constructing according to this Specification, in addition to the definite requirements of this Specification, the loading shall be implemented according to the requirements of "Load Code for the Design of Building Structures " (GBJ 9-87), the design shall also meet the requirements of the national standards "Code for Design of Steel Structures" (GBJ17-88), "Code for Design of Concrete Structures " (GBJ 10-89) and "Code for Seismic Design of Buildings" (GBJ 11- 89); the quality of material and construction shall also meet the requirements of the national standards " Code for Construction and Acceptance of Steel Structure Engineering "(GBJ 205-83 and "Code for Construction and Acceptance of Concrete Structures" (GBJ 204-83).
1.0.5 The surface temperature of concrete-filled steel tubular structure should not exceed 100℃; where it exceeds 100℃, effective shall be taken.
1.0.6 As for the structure with fire prevention and corrosion protection requirements, and corrosion protection treatments shall be carried out according to relevant special requirements.
Contents of CECS 28-1990
Contents
Foreword
Main Symbols
Chapter 1 General
Chapter 2 Materials
Section 1 Steel Tube
Section 2 Concrete
Chapter 3 Basic Design Requirements
Section 1 General Requirements
Section 2 Calculation Requirements of Limit State of Bearing Capacity
Section 3 Specification for Deformation Recalculation of Limit State of Normal Use
Chapter 4 Calculation of Bearing Capacity
Section 1 Calculation of Bearing Capacity for Single-leg Columns
Section 2 Calculation of Bearing Capacity of Lattice Column
Section 3 Calculation of Local Compression
Chapter 5 Deformation Calculation
Chapter 6 Node Structure
Section 1 General Requirements
Section 2 Node of Frame
Section 3 Node of Lattice Column
Section 4 Node of Truss
Section 5 Column Base
Chapter 7 Construction and Quality Requirements
Section 1 Steel Tube Manufacturing
Section 2 Splicing and Assembling of Steel Tubes
Section 3 Hoisting of Steel Tube Columns
Section 4 Pouring of Concrete in Tube
Appendix 1 Calculated Length Coefficient of Column
Appendix 2 Explanation of Wording in This Specification
Additional Explanation
