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ACI 304.2R 96 1996

$21.94

304.2R-96: Placing Concrete by Pumping Methods (Reapproved 2008)

Published By Publication Date Number of Pages
ACI 1996 25
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This report describes pumps for transporting and placing concrete. Rigid and flexible pipelines are discussed and couplings and other accessories described. Recommendations for proportioning pumpable concrete suggest optimum gradation of aggregates; outline water, cement, and admixture requirements; and emphasize the need for evaluation of trial mixes for pumpability. The importance of saturating lightweight aggregates is stressed. Suggestions are given for layout of lines; for maintaining uniform delivery rate, as well as uniform quality of concrete at the end of the line; and for cleaning out pipelines. This report does not cover shotcreting or pumping of nonstructural insulating or cellular concrete. Keywords: admixtures; aggregate gradation; aggregates; cement content; coarse aggregates; concrete construction; concretes; conveying; couplings; fine aggregates; fineness modulus; lightweight aggregate concrete; lightweight aggregates; mix proportioning; pipeline; placing; placing boom; pozzolans; pumped concrete; pumps; quality control; water content.

PDF Catalog

PDF Pages PDF Title
1 CONTENTS
2 CHAPTER 1— INTRODUCTION
CHAPTER 2— PUMPING EQUIPMENT
2.1—Piston pumps
3 2.2—Types of valves
2.2.1 Hydraulically powered valves
2.2.2 Ball-check concrete pumps
4 2.3—Trailer pumps
2.3.1 General
2.3.2 Small general purpose pumps
2.3.3 Medium duty pumps
2.3.4 Special application pumps
2.4— Truck- mounted concrete pumps
2.4.1 Separate engine drive
2.4.2 Truck engine-driven pumps
2.5— Placing booms
5 2.6—Specialized equipment
2.7— Safety
6 CHAPTER 3— PIPELINE AND ACCESSORIES
3.1— General description
7 3.2—System pressure capacity
8 3.3— Rigid placing line— Straight sections, bends, and elbows
3.4—System connection
3.4.1 Couplings
3.4.2 Gaskets
3.4.3 End configurations
9 3.5— Flexible system— Hose types and applications
3.6—Concrete placing system accessories
3.6.1 Valves
3.6.2 Reducers
3.6.3 Support brackets and restraints
3.6.4 System cleanout elements
10 CHAPTER 4— PROPORTIONING PUMPABLE CONCRETE
4.1— Basic considerations
4.2—Normal weight aggregate
4.2.1 Coarse normal weight aggregate
11 4.2.2 Fine normal weight aggregate
14 4.2.3 Combined normal weight aggregates
4.3—Lightweight aggregate concrete
4.3.1 Introduction
4.3.2 Increasing moisture content of lightweight aggregate
4.3.2.1 Coarse aggregate
15 4.3.2.2 Fine aggregate
4.3.2.3 High percentage saturation
4.3.2.4 Retention of moisture
4.3.3 Coarse lightweight aggregate
4.3.4 Fine lightweight aggregate
16 4.3.5 Combined lightweight aggregates
4.4— Water and slump
4.4.1 General
17 4.4.2 Water
4.4.3 Slump control
4.5— Cementitious materials
4.6— Admixtures
4.6.1 General
18 4.6.2 Normal and high-range water-reducing admixtures
4.6.3 Air-entraining admixtures
19 4.6.4 Mineral admixtures
20 4.7—Fiber reinforcement
4.8—Trial mixes
4.9—Testing for pumpability
CHAPTER 5— FIELD PRACTICES
5.1— General
5.2—Pipeline concrete placement
21 5.3— Powered boom placement
5.3.1 Powered placing booms
23 5.3.2 Truck-mounted booms
24 5.3.3 Remote pedestal booms
CHAPTER 6— FIELD CONTROL
CHAPTER 7— REFERENCE
7.1— Recommended references
7.2—Cited references
25 7.3—Other references
APPENDIX 1— METRIC (SI) SYSTEM ADAPTATION
A1.1
ACI 304.2R 96 1996
$21.94