ACI 376M 11:2013 Edition

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376M-11 Metric Code Reqs for Design & Constr of Conc Structures for Containment of Refrigerated Liquefied Gases

Published By	Publication Date	Number of Pages
ACI	2013	156

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Category: ACI

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Description

This code provides minimum requirements for design and construction of reinforced concrete and prestressed concrete structures for the storage and containment of refrigerated liquefied gases (RLG) with service temperatures between +40 and –325°F. The principles listed herein are applicable to concrete foundations of double-steel tanks subject to the approval of the owner. Container design shall include the design of the container wall, its foundation (footing and floor slab), the concrete portions of its roof, and the bund wall, whenever applicable. Available in hard copy or electronic format. Keywords: bund wall; commissioning; cryogenic; damage stability; decommissioning; earthquake design levels; fatigue; float out; floating storage unit; foundation heating; gravity base structure; impact loads; liners; liquefied natural gas; liquid stratification; permanent ballast; purging; refrigerated liquefied gas; reinforcement (cryogenic); tanks; thermal corner protection

PDF Catalog

PDF Pages	PDF Title
3	TITLE PAGE TITLE PAGE
5	INTRODUCTION INTRODUCTION
7	CHAPTER 1—GENERAL CHAPTER 1—GENERAL 1.1—Scope 1.1—Scope
8	1.2—Quality assurance 1.2—Quality assurance
9	CHAPTER 2—NOTATION AND DEFINITIONS CHAPTER 2—NOTATION AND DEFINITIONS 2.1—Notation 2.1—Notation
10	2.2—Definitions 2.2—Definitions
16	CHAPTER 3—REFERENCED STANDARDS CHAPTER 3—REFERENCED STANDARDS
20	CHAPTER 4—MATERIALS CHAPTER 4—MATERIALS 4.1—Testing of materials 4.1—Testing of materials 4.2—Cementitious materials 4.2—Cementitious materials 4.3—Aggregates 4.3—Aggregates
21	4.4—Water 4.4—Water 4.5—Admixtures 4.5—Admixtures 4.6—Fibers 4.6—Fibers 4.7—Deformed reinforcement 4.7—Deformed reinforcement
22	4.8—Plate steel composite with concrete 4.8—Plate steel composite with concrete
23	4.9—Prestressed reinforcement 4.9—Prestressed reinforcement 4.10—Prestressing anchorages 4.10—Prestressing anchorages
24	4.11—Post-tensioning ducts 4.11—Post-tensioning ducts 4.12—Grout 4.12—Grout 4.13—Metal liners and nonstructural metal components 4.13—Metal liners and nonstructural metal components
25	4.14—Insulation 4.14—Insulation 4.15—Coating requirements 4.15—Coating requirements
26	CHAPTER 5—DESIGN LOADS CHAPTER 5—DESIGN LOADS 5.1—Design loads 5.1—Design loads
30	5.2—Loading conditions 5.2—Loading conditions
33	CHAPTER 6—MINIMUM PERFORMANCE REQUIREMENTS CHAPTER 6—MINIMUM PERFORMANCE REQUIREMENTS 6.1—General 6.1—General 6.2—Primary concrete container 6.2—Primary concrete container
36	6.3—Secondary concrete container 6.3—Secondary concrete container
37	6.4—Roof performance criteria 6.4—Roof performance criteria 6.5—Other performance criteria 6.5—Other performance criteria
38	6.6—Concrete quality 6.6—Concrete quality
42	6.7—Shotcrete 6.7—Shotcrete 6.8—Coating design 6.8—Coating design
43	6.9—Metal components 6.9—Metal components
44	CHAPTER 7—LOAD FACTORS CHAPTER 7—LOAD FACTORS 7.1—General 7.1—General 7.2—Load factors for ultimate limit state of primary container 7.2—Load factors for ultimate limit state of primary container
47	7.3—Load factors for ultimate limit state of secondary container 7.3—Load factors for ultimate limit state of secondary container
51	CHAPTER 8—ANALYSIS AND DESIGN CHAPTER 8—ANALYSIS AND DESIGN 8.1—Methods of analysis 8.1—Methods of analysis
56	8.2—Design basis 8.2—Design basis 8.3—Foundation design 8.3—Foundation design
57	8.4—Wall design 8.4—Wall design
60	8.5—Roof design 8.5—Roof design
62	CHAPTER 9—DETAILING CHAPTER 9—DETAILING 9.1—General 9.1—General 9.2—Reinforcement details 9.2—Reinforcement details
63	9.3—Internal prestressing systems 9.3—Internal prestressing systems
65	9.4—External prestressing systems 9.4—External prestressing systems 9.5—Concrete containment wall 9.5—Concrete containment wall
67	9.6—Metal components 9.6—Metal components
68	9.7—Anchorage to concrete 9.7—Anchorage to concrete
69	9.8—Liners and coatings 9.8—Liners and coatings
71	CHAPTER 10—FOUNDATIONS CHAPTER 10—FOUNDATIONS 10.1—General 10.1—General 10.2—Geotechnical investigation 10.2—Geotechnical investigation
74	10.3—Design requirements for shallow foundations 10.3—Design requirements for shallow foundations
78	10.4—Design requirements for deep foundations 10.4—Design requirements for deep foundations
82	10.5—Ground improvement 10.5—Ground improvement 10.6—Foundation details 10.6—Foundation details
84	10.7—Foundation performance monitoring details 10.7—Foundation performance monitoring details
86	10.8—Monitoring frequency 10.8—Monitoring frequency
87	10.9—Inspection and testing 10.9—Inspection and testing
89	CHAPTER 11—CONSTRUCTION REQUIREMENTS CHAPTER 11—CONSTRUCTION REQUIREMENTS 11.1—Construction plan 11.1—Construction plan 11.2—Tolerances 11.2—Tolerances
92	11.3—Shotcrete for external prestressing systems 11.3—Shotcrete for external prestressing systems
93	11.4—Post-tensioning 11.4—Post-tensioning
97	11.5—Winding of prestressed reinforcement: wire or strand 11.5—Winding of prestressed reinforcement: wire or strand 11.6—Forming 11.6—Forming
99	11.7—Construction joints 11.7—Construction joints 11.8—Concrete embedments 11.8—Concrete embedments
100	11.9—Coatings 11.9—Coatings 11.10—Welding 11.10—Welding
101	CHAPTER 12—COMMISSIONING/DECOMMISSIONING CHAPTER 12—COMMISSIONING/DECOMMISSIONING 12.1—Scope 12.1—Scope 12.2—Testing 12.2—Testing
106	12.3—Pressure and vacuum testing 12.3—Pressure and vacuum testing
107	12.4—Purging into service 12.4—Purging into service
108	12.5—Cool-down 12.5—Cool-down
110	12.6—Settlement and movement monitoring 12.6—Settlement and movement monitoring
111	12.7—Liquefied natural gas tank fill methods 12.7—Liquefied natural gas tank fill methods 12.8—Decommissioning: purging out of service and warm-up 12.8—Decommissioning: purging out of service and warm-up
113	12.9—Recordkeeping 12.9—Recordkeeping 12.10—Nameplate 12.10—Nameplate
115	APPENDIX A—TANK CONFIGURATIONS, DETAILS, AND EXAMPLES APPENDIX A—TANK CONFIGURATIONS, DETAILS, AND EXAMPLES RA.1—Tank configurations RA.1—Tank configurations RA.2—Full-containment tanks: typical details RA.2—Full-containment tanks: typical details RA.3—Examples of base joint details RA.3—Examples of base joint details
126	APPENDIX B—OFFSHORE CONCRETE TERMINALS APPENDIX B—OFFSHORE CONCRETE TERMINALS B.1—Scope B.1—Scope B.2—General B.2—General
127	B.3—Loads and load combinations B.3—Loads and load combinations
130	B.4—Concrete and reinforcement materials B.4—Concrete and reinforcement materials
131	B.5—Global and local structural analysis B.5—Global and local structural analysis
133	B.6—Criteria and methodology of concrete sectional design B.6—Criteria and methodology of concrete sectional design
134	B.7—Fatigue performance criteria B.7—Fatigue performance criteria B.8—Design considerations during construction, transportation, and installation B.8—Design considerations during construction, transportation, and installation
137	B.9—Decommissioning B.9—Decommissioning B.10—Design for accidents B.10—Design for accidents
141	APPENDIX C—FATIGUE PERFORMANCE APPENDIX C—FATIGUE PERFORMANCE C.1—Scope C.1—Scope C.2—General C.2—General C.3—Fatigue performance criteria C.3—Fatigue performance criteria
144	COMMENTARY REFERENCES COMMENTARY REFERENCES

Additional information

Standard Title	376M-11 Metric Code Reqs for Design & Constr of Conc Structures for Containment of Refrigerated Liquefied Gases
Published Code	ACI
Publication Date	2013
Pages Count	156

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ACI 376M 11:2013 Edition

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