🔥🔥 Don’t Miss Out on Our End of Autumn Sale. If you have any questions, feel free to click the bottom right corner to contact our customer service..

Concat us[email protected]
Shopping Cart

No products in the cart.

🔍
ACI 350.2R 04 2004

ACI 350.2R 04 2004

$22.48

350.2R-04: Concrete Structures for Containment of Hazardous Materials

Published By Publication Date Number of Pages
ACI 2004 17
PDF Format Searchable Printable Preview Now
Guaranteed Safe Checkout
Category:

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

This report presents recommendations for structural design, materials, and construction of structures commonly used for hazardous materials containment, including reinforced concrete tanks, sumps, and other structures that require dense, impermeable concrete with high resistance to chemical attack. The report discusses and describes design and spacing of joints, proportioning of concrete, placement, curing, and protection against chemicals. Information on liners, secondary containment systems, and leak-detection systems is also included. Keywords: construction joint; joint; joint sealant; precast concrete; pre-stress; water-cementitious material ratio; waterstop.

PDF Catalog

PDF Pages PDF Title
1 CONTENTS
2 CHAPTER 1— GENERAL
1.1— Scope
1.2—Definitions
1.2.1 Hazardous material
1.2.2 Tank
1.2.3 Environmental tank
1.2.4 Tank system
1.2.5 Ancillary equipment
1.2.6 Sump
3 1.2.7 Primary containment system
1.2.8 Secondary containment system
1.2.9 Spill or system failure
1.2.10 Spill- or leak-detection system
1.2.11 Membrane slab
1.3—Types of materials
CHAPTER 2— CONCRETE DESIGN AND PROPORTIONING
2.1—General
2.2—Design
2.2.1 Design considerations
2.2.2 Wall thickness and reinforcement
2.2.3 Footings
4 2.2.4 Slabs-on-ground
2.2.4.1 Membrane slabs
2.2.4.2 Pavement slabs
2.2.5 Mat foundations
2.2.6 Minimum reinforcement for nonprestressed secondary containment
2.2.7 Minimum reinforcement for nonprestressed primary containment
2.2.8 Minimum nonprestressed reinforcement for prestressed concrete
2.2.9 Roofs
2.2.9.1 Joints in roofs
5 2.2.9.2 Roof design
2.3—Concrete cover
2.4—Exposure
2.4.1 Freezing and thawing
2.4.2. Other durability considerations
2.4.3 Chemical resistance
2.5—Concrete mixture proportions
2.5.1 Water and cementitious material
6 2.5.2 Admixtures
2.5.3 Compressive strength
2.5.4 Air entrainment
2.6—Fiber-reinforced concrete
2.6.1 General
2.6.2 Proportioning
2.6.3 Finishing
CHAPTER 3— WATERSTOPS, SEALANTS, AND JOINTS
3.1— Waterstops
3.1.1 General
3.1.2 Materials
3.1.2.1 PVC waterstops
3.1.2.2 Expansive rubber
3.1.2.3 Metal waterstops
3.1.2.4 Injectable tube systems
3.1.2.5 Other materials
3.1.3 Splicing
3.1.3.1 PVC waterstops
7 3.1.3.2 Metal waterstops
3.1.4 Installation
3.1.4.1 General
3.1.4.2 Horizontal PVC waterstops
3.1.4.3 Vertical PVC waterstops
3.1.4.4 Metal waterstops
3.1.4.5 Expansive rubber and injectable tube systems
3.2—Joint sealants
3.2.1 General
8 3.2.2 Joint preparation
3.2.3 Sealant installation
3.2.4 Sealant inspection and maintenance
3.3—Joints
CHAPTER 4— CONSTRUCTION CONSIDERATIONS
4.1— Sump construction techniques
4.1.1 Precasting sumps in a single unit
4.1.2 Monolithic placement of cast-in-place sumps
9 4.1.2.1 Walls less than 4 ft (1200 mm) high
4.1.2.2 Base widths less than 4 ft (1200 mm)
4.1.3 Traditional construction
10 4.1.4 Pipe penetrations
4.1.5 Backfilling
4.2—Curing and protection
4.2.1 Curing
4.2.1.1 Ponding
11 4.2.1.2 Running water
4.2.1.3 Absorptive coverings
4.2.1.4 Steam
4.2.1.5 Plastic films
4.2.1.6 Curing compounds
4.2.1.7 Duration
4.2.2 Cold-weather concreting
4.2.3 Hot weather concreting
4.3—Inspection
4.3.1 Subgrade preparation
4.3.2 Reinforcing steel
4.3.3 Post-tensioning tendons
4.3.4 Waterstops
4.3.5 Joints
4.3.6 Formwork
4.3.7 Inserts
4.3.8 Concrete
4.3.9 Concrete placement
4.3.10 Curing
4.3.11 Miscellaneous
4.3.12 Concrete testing
CHAPTER 5— LINERS AND COATINGS
5.1— Liners
12 5.1.1 Metallic
5.1.2 Geomembrane materials
5.2—Coatings
5.3—Selection considerations for liners and coatings
5.3.1 Testing for compatibility
13 5.3.2 Thermal effects
5.3.3 Fasteners and joints
5.3.4 Ultraviolet light resistance
5.4—Inspection and testing of liner and coating installations
5.4.1 General
5.4.2 Nondestructive test methods
5.4.2.1 Hydrostatic test
5.4.2.2 Electric current tests
5.4.2.3 X-ray testing
5.4.2.4 Ultrasonic testing
5.4.2.5 Vacuum testing
5.4.2.6 Air-pressure testing
5.4.2.7 Air-lance testing
5.4.3 Destructive test methods
5.4.3.1 Tensile test
5.4.3.2 Tear test
5.4.3.3 Peel test
14 CHAPTER 6— SECONDARY CONTAINMENT
6.1— General
6.2—Secondary containment system features
6.3—Secondary containment materials
CHAPTER 7— LEAK-DETECTION SYSTEMS
7.1— General
15 7.2—Drainage media materials
7.3—Design and installation of drainage media
7.3.1 Under tanks and sumps
7.3.2 Collection pipes
16 7.3.3 Risers
CHAPTER 8— REFERENCES
8.1— Referenced standards and reports
17 8.2—Cited references

Related products

ACI 350.2R 04 2004
$22.48