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9780894990267
Concrete Manual: A Manual for the Control of Concrete Construction available in Paperback
Concrete Manual: A Manual for the Control of Concrete Construction
by United States Department of the Interior
United States Department of the Interior
- ISBN-10:
- 0894990268
- ISBN-13:
- 9780894990267
- Pub. Date:
- 05/28/2001
- Publisher:
- Books for Business
Concrete Manual: A Manual for the Control of Concrete Construction
by United States Department of the Interior
United States Department of the Interior
Paperback
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Product Details
ISBN-13: | 9780894990267 |
---|---|
Publisher: | Books for Business |
Publication date: | 05/28/2001 |
Pages: | 680 |
Sales rank: | 447,235 |
Product dimensions: | 5.18(w) x 7.90(h) x 1.62(d) |
Table of Contents
Preface to Seventh Edition | v | |
A Pertinent Quotation | vii | |
Chapter I | Concrete and Concrete Materials | |
A. | Introduction | |
1. | Concrete defined | 1 |
2. | Progress in concrete | 1 |
3. | Making good concrete | 2 |
B. | Important Properties of Concrete | |
4. | General comments | 3 |
5. | Workability | 5 |
6. | Durability | 7 |
(a) | Weathering resistance | 7 |
(b) | Resistance to chemical deterioration | 8 |
(c) | Resistance to erosion | 13 |
7. | Watertightness | 15 |
8. | Volume change | 16 |
9. | Strength | 20 |
10. | Elasticity | 27 |
11. | Creep and extensibility | 28 |
(a) | Creep | 29 |
(b) | Extensibility | 32 |
12. | Thermal properties | 33 |
13. | Weight | 34 |
C. | Effects of Various Factors on the Properties of Concrete | |
14. | Entrained air content, cement content, and water content | 35 |
(a) | Effects on workability | 35 |
(b) | Effects on durability | 36 |
(c) | Effects on permeability | 40 |
(d) | Effects on volume change | 40 |
(e) | Effects on strength | 41 |
(f) | Effects on elasticity | 43 |
(g) | Effects on creep and extensibility | 43 |
(h) | Effects on thermal properties | 43 |
(i) | Effects on unit weight | 43 |
15. | Composition and fineness of portland cement | 43 |
(a) | Compound composition of cement | 44 |
(b) | Types of cement | 47 |
(c) | Fineness of cement | 53 |
16. | False set in cement | 54 |
17. | Use of pozzolans | 55 |
18. | Quality and gradation of aggregates | 56 |
(a) | Contaminating substances | 57 |
(b) | Soundness | 58 |
(c) | Strength and resistance to abrasion | 59 |
(d) | Volume change | 60 |
(e) | Particle shape | 61 |
(f) | Specific gravity | 61 |
(g) | Gradation | 61 |
19. | Quality of mixing and curing water | 74 |
20. | Use of admixtures | 74 |
(a) | Accelerators | 74 |
(b) | Air-entraining agents | 77 |
(c) | Water-reducing and set-controlling admixtures | 78 |
21. | Field control | 82 |
22. | Control of heat generation and cracking in concrete | 85 |
Chapter II | Investigation and Selection of Concrete Materials | |
A. | Prospecting for Aggregate Materials | |
23. | General comments | 91 |
24. | Maps and materials information | 91 |
25. | Geological and related characteristics of aggregates and aggregate deposits | 93 |
(a) | Types of deposits | 93 |
(b) | Classification and characteristics of rocks | 95 |
(c) | Chemical suitability of aggregates | 101 |
26. | Prospecting | 103 |
27. | Preliminary sampling of prospective aggregate sources and reporting of related information | 105 |
(a) | Sand and gravel deposits | 105 |
(b) | Prospective rock quarries | 106 |
B. | Exploration of Natural Aggregate Deposits | |
28. | General procedure | 107 |
29. | Exploratory excavations | 108 |
(a) | Steel-cased test holes | 108 |
(b) | Uncased test holes | 110 |
(c) | Test pits | 113 |
(d) | Trenches | 121 |
30. | Designation of deposits and of test holes and test pits | 124 |
31. | Reports and samples required | 124 |
C. | Facilities for Materials Testing at Denver | |
32. | Laboratory facilities | 129 |
D. | Denver Tests and Selection of Aggregates | |
33. | Tests of aggregates | 129 |
34. | Analysis of field and laboratory data | 134 |
35. | Quantity of aggregate | 134 |
36. | The selected aggregate | 136 |
E. | Prospecting for Pozzolanic Materials | |
37. | Classification of pozzolans | 137 |
38. | Geologic occurrences of pozzolan | 138 |
39. | Samples and information required | 138 |
F. | Denver Tests and Investigation of Pozzolanic Materials | |
40. | Tests and analyses of pozzolanic materials | 138 |
G. | Denver Investigations of Other Materials | |
41. | Cement investigations | 139 |
42. | Investigations of admixtures and sealing compounds | 140 |
43. | Sampling and analysis of water and soil | 140 |
Chapter III | Concrete Mixes | |
44. | General comments | 143 |
45. | Selection of proportions | 144 |
46. | Estimate of water requirements | 144 |
47. | Estimate of cement requirements | 146 |
48. | Estimate of aggregate requirements | 149 |
49. | Computations of proportions | 151 |
(a) | Example 1 | 151 |
(b) | Example 2 | 152 |
50. | Batch weights for field use | 153 |
51. | Adjustment of trial mix | 154 |
52. | Concrete mix tests | 157 |
53. | Mixes for small jobs | 158 |
Chapter IV | Inspection, Field Laboratory Facilities, and Reports | |
A. | Inspection | |
54. | Concrete control | 161 |
55. | Administrative instructions | 161 |
56. | The inspector | 161 |
57. | Daily inspection reports | 163 |
58. | The inspection supervisor | 167 |
B. | Field Laboratory Facilities | |
59. | The field laboratory | 167 |
60. | Lists of laboratory equipment | 173 |
61. | Facilities for curing concrete test specimens | 174 |
(a) | Water tanks | 174 |
(b) | Storage in moist sand | 174 |
(c) | Fogrooms | 174 |
C. | Reports and Evaluation of Test Data | |
62. | Reports | 178 |
(a) | Narrative portion | 178 |
(b) | Summarized tabulations | 180 |
63. | Evaluation of test data | 184 |
Chapter V | Concrete Manufacturing | |
A. | Materials | |
64. | Aggregate production and control | 193 |
65. | Sand production | 193 |
66. | Wet processing of sand | 196 |
(a) | Spiral classifiers | 197 |
(b) | Reciprocating rake classifiers | 199 |
(c) | Hydraulic classifiers | 200 |
(d) | Hydraulic sizers | 200 |
(e) | Wet process screens | 202 |
67. | Dry processing of sand | 203 |
68. | Production and handling of coarse aggregate | 204 |
69. | Screen analyses | 215 |
70. | Deleterious substances in aggregate | 215 |
71. | Beneficiation of aggregates | 217 |
(a) | Heavy media separation | 217 |
(b) | Hydraulic jigging | 220 |
(c) | Elastic fractionation | 220 |
72. | Control of surface moisture in aggregate | 221 |
73. | Specific gravity | 221 |
74. | Miscellaneous tests of aggregate | 222 |
75. | Aggregate purchased | 222 |
76. | Cement | 222 |
77. | Water | 225 |
78. | Admixtures | 226 |
B. | Batching and Control Facilities for Large Concrete Jobs | |
79. | Weight vs. volume batching | 226 |
80. | Batching equipment | 227 |
81. | Checking scales | 232 |
82. | Graphic recorders | 240 |
C. | Batching Methods and Facilities for the Average Job | |
83. | Central batching by weight | 244 |
84. | Weighing equipment | 248 |
85. | Batching of liquids | 252 |
D. | Mixing | |
86. | General | 258 |
87. | Truck mixers and agitators | 261 |
E. | Quality Control of Concrete | |
88. | General | 267 |
89. | Consistency | 270 |
90. | Slump | 272 |
91. | Compressive strength | 275 |
92. | Air content and unit weight | 278 |
F. | Hot and Cold Weather Precautions in Concrete Production | |
93. | Hot weather precautions | 279 |
94. | Cold weather precautions | 280 |
Chapter VI | Handling, Placing, Finishing, and Curing | |
A. | Preparations for Placing | |
95. | Foundations | 285 |
(a) | Rock | 285 |
(b) | Earth | 285 |
(c) | Porous underdrains | 286 |
96. | Construction joints | 286 |
97. | Forms | 295 |
98. | Marking dates on concrete work | 301 |
99. | Reinforcement steel and embedded parts | 303 |
100. | Final inspection | 306 |
101. | Contractor's preparations | 306 |
B. | Transporting | |
102. | Plant layout and methods | 307 |
103. | Transporting | 308 |
(a) | Buckets | 308 |
(b) | Cars and trucks | 312 |
(c) | Chutes | 312 |
(d) | Belt conveyors | 313 |
(e) | Pneumatic methods | 313 |
(f) | Pumping | 314 |
C. | Placing | |
104. | The mortar layer | 319 |
105. | General discussion of concrete placement | 320 |
106. | Mass concrete | 329 |
107. | Tunnel lining | 334 |
(a) | Preparation for lining | 334 |
(b) | Control of seeping or dripping water | 335 |
(c) | Concrete for tunnel lining | 336 |
(d) | Placing concrete in tunnel lining | 337 |
108. | Monolithic siphons | 341 |
109. | Canal lining | 344 |
(a) | The concrete mix | 344 |
(b) | Reinforcement | 345 |
(c) | Placing the lining | 346 |
(d) | Contraction joints | 358 |
110. | Precast concrete pipe | 361 |
(a) | General | 361 |
(b) | Cast pipe | 362 |
(c) | Centrifugally spun pipe | 366 |
(d) | Tamped and packerhead pipe | 367 |
(e) | Prestressed pipe | 373 |
(f) | Roller-compacted asbestos-cement pipe | 374 |
111. | Cast-in-place concrete pipe | 374 |
(a) | General | 374 |
(b) | Concrete | 376 |
112. | Vibrators | 376 |
113. | Surface imperfections | 381 |
114. | Bond with reinforcement and embedded parts | 382 |
115. | Waste concrete | 383 |
116. | Shutting down concreting operations | 384 |
117. | Placing concrete in water | 384 |
D. | Removal of Forms, and Finishing | |
118. | Removal of forms | 385 |
119. | Repair of concrete | 386 |
120. | Types and treatments of formed surfaces | 387 |
(a) | Finish F1 | 388 |
(b) | Finish F2 | 388 |
(c) | Finish F3 | 388 |
(d) | Finish F4 | 389 |
(e) | Finish F5 | 389 |
(f) | Special stoned finishes | 389 |
(g) | Sack-rubbed finish | 391 |
(h) | Sandblast finish | 392 |
(i) | Vacuum-processed finish | 392 |
(j) | Removing stains from formed surfaces | 392 |
121. | Finishing unformed surfaces | 393 |
(a) | Finish U1 | 393 |
(b) | Finish U2 | 394 |
(c) | Finish U3 | 394 |
(d) | Finish U4 | 395 |
(e) | Preventing hair cracks | 395 |
122. | Special requirements for concrete surfaces subject to high-velocity flow | 395 |
(a) | Surfaces of outlet works conduits and tunnels | 396 |
(b) | Surfaces of tunnel spillways | 397 |
(c) | Surfaces of open-flow spillways | 397 |
123. | Painting and dampproofing of concrete | 398 |
(a) | Painting | 398 |
(b) | Dampproofing | 398 |
E. | Curing | |
124. | Moist curing | 399 |
125. | Curing with sealing membranes | 400 |
126. | Steam curing | 404 |
F. | Concreting Under Severe Weather Conditions | |
127. | Precautions to be observed during hot weather | 406 |
128. | Precautions to be observed during cold weather | 407 |
Chapter VII | Repair and Maintenance of Concrete | |
129. | General requirements for workmanship | 417 |
130. | Methods of repair | 418 |
(a) | Repair of new work | 418 |
(b) | Repair of old work | 418 |
(c) | Epoxy-bonded repairs | 419 |
131. | Preparation of concrete for repair | 420 |
(a) | Dry pack | 425 |
(b) | Concrete replacement | 425 |
(c) | Mortar replacement | 426 |
132. | Use of dry-pack mortar | 427 |
133. | Procedure for replacement of formed concrete | 428 |
134. | Procedure for replacement of unformed concrete | 433 |
135. | Procedure for mortar replacement | 433 |
136. | Procedures for uses of epoxies | 436 |
137. | Repairs under seepage conditions |
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