Cements, Limes, and Plasters: Their Materials, Manufacture, and Properties

Front Cover
J. Wiley & sons, Incorporated, 1922 - Cement - 655 pages
 

Contents

Effect of Temperature and Time on Plasterburning
39
Fuels Used at American Plaster Mills
40
Sizes Capacity etc of Stedman Disintegrators
43
Temperatures in Cementplaster Manufacture
50
Wall plaster
57
Sizes Capacity etc of Broughton Mixers
58
Analyses of Rock Gypsum Used for Plaster
60
Analyses of Gypsite Gypsum Earth Used for Plaster
61
CHAPTER III
63
Analyses of Cement Plasters
64
Fineness of Calcined Plasters
65
Fineness of Plasters Tested
66
Results of Tensile Tests of Plasters
68
Adhesive tests
69
Effect of Sand on Compressive Strength of Plasters
70
Effect of Retarders on Strength of Plasters
72
Effect of Various Retarders on Rate of Set
73
Effect of Accelerators on Rate of Set
74
Characters of the two groups
75
Tensile Strength of Keenes Cement
79
Tensile Strength of Keenes Cement
80
Worlds Output of Gypsum
81
Gypsum Output by States 19181919 Short Tons
83
Analyses of French Gypsums
85
Production of Gypsum and Gypsum Products by Provinces 18871913
86
Analyses of Canadian Gypsums
87
Consumption of Gypsum in the United States
90
LIMES
91
Analyses of Various Molluscan Shells
95
Analyses of Oystershells and Oystershell Lime
96
Theoretical considerations
97
Heat and Fuel Theoretically Required in Burning One Ton of Limestone
100
Dimensions of Keystone Limekilns
107
Tests of Limekiln Efficiency Emley
110
Type of Fuel Used at American Plants
111
Cost of Lime Manufacture
114
NO PAGE 38 Elements of Cost of Lime Manufacture Expressed in Percentages of Total Cost
115
CHAPTER VIII
117
Analyses of Highcalcium Limes U S
118
Analyses of Lean Limes
120
Analyses of Magnesian Limes U S
121
Strength of lime mortars
124
Tensile Strength of Magnesian and Highcalcium Limes Mills
125
Sizes Capacity etc of Sturtevant Crusher
127
Capacity Power etc of Campbell Limehydrater
128
Tensile Strength of Magnesian and Nonmagnesian Hydrated Lime
130
Hydrated Lime Manufactured and Sold in the United States 19061920
131
Percentage Composition of Various Lime Silicates
135
General processes of limesand brick manufacture
136
Effect of Fineness of Sand Peppel
137
Comparative Tests of Highcalcium and Magnesian Lime Bricks Peppel
138
Effect of Percentage of Lime Peppel
140
Effects of Steam Pressure and Time of Hardening Peppel
141
Limesand Bricks vs Natural Sandstone Peppel
144
Physical Tests of Limes and Brick Pittsburgh Testing Laboratory
145
Compression Tests Limesand Brick Woolson
146
Summary of Limesand Brick Tests
147
Summary of Tests of Natural Sandstone
148
MAGNESIA AND OXYCHLORIDE CEMENTS
149
Magnesite Production of World 19131920
151
Analyses of Magnesite California Washington and Nevada
153
Analyses of Magnesite Quebec Canada
154
Analyses of Calcined Magnesite Magnesia
156
Magnesian limestones as sources of magnesia
157
Analyses of Highly Magnesian Limestones U S
158
Analyses of Magnesia Bricks
162
Compressive Strength of Sorel Stone
166
Magnesite Flooring Composition
169
Magnesite Stucco Composition
171
HYDRAULIC LIMES SELENITIC LIMES
172
Eminently hydraulic limes
178
Composition of Ideal Hydraulic Limestone and Hydraulic Lime
179
Analyses of Hydraulic Limestones Le Teil France
180
Analyses of the Various Beds in the Hydraulic Limestone Quarries at Malain France
181
Heat Used in Evaporation of Water
182
Analyses of Hydraulic Lime Before Slaking Le Teil France
183
Analyses of Kiln Products Le Teil France
186
Average Strength of Hydraulic Limes Schoch
187
Tests and Estimates of Heat Distribution B T U per Barrel
188
Grappier cements
189
Compressive Strength of Hydrauliclime Mortars Grant
196
NATURAL CEMENTS
200
Cementation Index of natural cements
202
Analyses of Naturalcement Rock Utica Illinois
208
European naturalcement rocks
214
Analyses of Naturalcement Rocks England
216
CHAPTER XVIII
221
Fuel Consumption in American Naturalcement Plants
232
Grinding the clinker
234
Power Required in Grinding Natural Cement
238
Production of natural cement United States
242
Analyses of Natural Cements Georgia
244
Analyses of Natural Cement North Dakota
250
NO PAGE 129 Analyses of Natural Cements England
252
Analyses of Natural Cements Germany and Austria
253
Specific Gravity of American Natural Cements
254
Effect of Plaster on Setting Time of Natural Cement Sabin
255
Effect of Plaster on Tensile Strength of Natural Cement Sabin
256
Chalk and other soft limestones
287
Analyses of Pure Chalks Used in American Cementplants
290
Cement rock of the Lehigh district
293
Analyses of Hudson Shale and Slate in Pennsylvania and New Jersey
294
Analyses of Trenton Limestone Lehigh Cement Rock
295
Analyses of Kittatinny Magnesian Limestone
296
Analyses of Highly Clayey Limestones Cement Rock
298
Portlandcement Production of the Lehigh District 18901920
301
Analyses of Cementrock Materials from the Western United States
302
Geographic distribution of marl deposits
309
Fineness of Crude Marl Davis
310
Analyses of Marls Used in American Cementplants
312
List of references on marls
316
Analyses of Alkali Waste Ammonia Process
319
Analyses of Ironfurnace Slags
321
CHAPTER XXV
323
Analyses of Normal Clays Used in American Cementplants
326
Analyses of Limey Clays Used in American Cementplants
327
Analyses of Normal Shales Used in American Cementplants
328
Analyses of Limey Shales Used in American Cementplants
330
Slates
334
Analyses of American Roofing Slates
335
Analyses of Slate Used for Portland Cement Rockmart Ga
336
Quarrying
341
Detailed Costs of Steamshovel Work Purington 1903
346
Costs of raw material excavation
352
Actual Costs of Raw Materials at Typical Mills
355
Influence of normal constituents on the cement
358
Effect of Alumina
362
Analyses of Raw Materials Containing Phosphoric Acid
364
Composition of Actual Mixes
369
Changes in composition during manufacture
370
Analyses of Fuel Ash
371
Cement Mixture and Cement Sandusky
372
Methods used with slag limestone mixtures
385
CHAPTER XXIX
395
Fineness of Raw Mix at Various Plants Bleininger
398
Classification of grinding machinery used
399
Analyses of Flint Pebbles
408
CHAPTER XXX
409
Reference list for fixed kilns
418
Kiln size and output
426
Actual fuel consumption and output short kilns
432
Heat utilization and economics
450
Analyses of Ash of Various American Coals
455
Analyses of Natural Gas Kansas
464
Economic factors in clinker treatment
467
Use and effects of gypsum or plaster
474
Effect of Adding Various Percentages of Calcined Plaster Nihoul
478
Analyses of Gypsum Used in Cement Plants
484
Storage and packing
487
Capacity of Portland Cement Barrels and Weight of Contents Howard
491
CHAPTER XXXV
493
Mill Costs
497
The course of cement prices 18801920
501
Prices Nominal and Real of Portland Cement 18901920
503
Limitations of chemical analyses
507
Compositions and Burning Temperatures of Portland Cements
513
Analyses of FerroPortland
519
Composition of Portland cement
520
CHAPTER XXXVII
528
NO PAGE 223 Fineness of Various American Portlands Bleininger
530
Compressive Strength of Portland Cement Cubes Watertown Arsenal
534
251
536
Modulus of Elasticity
537
Comparative Tests of Portland Cement and Sand Cement
539
Compressive Strength of Silicacement Cubes Watertown Arsenal
541
Compressive Strength of Sandcement Mortars Watertown Arsenal
542
Effect of Heating on Compressive Strength Watertown Arsenal
543
Effect of Alumina on various Cements
548
CHAPTER XXXVIII
554
Department of Bridges N Y City 1901
556
Canadian Society of Civil Engineers
562
American Society for Testing Materials 1909
569
PUZZOLAN CEMENTS
575
Analyses of Pozzuolana from Italy
576
Analyses of Pozzuolana from France
577
Analyses of Pozzuolana from the Azores Islands
578
Analyses of Trass and Related Materials from Germany
579
Analyses of Arênes France
580
Average Analyses of Natural Puzzolanic Materials
581
Strength of LimeBurntclay Mortars
582
Analyses of Slags Used for Slag Cement
586
Strength of Granulated and Ungranulated Slag Prost
591
Drying the slag
592
Working Results of RugglesColes Drier
594
Character and treatment of the lime
596
Analyses of Limes Used in American Slagcement Plants
597
General practice at various plants
602
Costs of Slagcement Manufacture per Barrel
607
CHAPTER XLII
609
Analyses of American Slag Cements
610
Analyses of European Slag Cements
611
Tensile vs Compressive Strength of Slag Cements
614
Specifications for slag puzzolan cements
615
Crushing Strength of Indurated Slag Bricks
626
Slag blocks
628
Analyses of Slag Mansfeldt
632

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Page 13 - Al . . . .Sb ....A ....As ....Ba . ...Bi . ...B . ...Br . . . .Cd . . . .Cs . . . .Ca ....C . . . .Ce . . . .Cl . ...Cr ....Co . ...Cb . . . .Cu...
Page 524 - The precipitate shall be dissolved in a small quantity of hot hydrochloric acid, the solution diluted to about 100 cc, 1 cc of a saturated solution of sodium-ammonium-hydrogen phosphate added, and ammonia drop by drop, with constant stirring, until the precipitate is again formed as described and the ammonia is in moderate excess. The precipitate shall then be allowed to stand about two hours, filtered and washed as before.
Page 615 - A cement may be rejected in case it fails to meet any of the above requirements. An agent of the contractor may be present at the making of the tests, or, in case of the failure of any of them, they may be repeated in his presence.
Page 568 - The cement may, however, be held for twenty-eight days, and a retest made at the end of that period, using a new sample. Failure to meet the requirements at this time should be considered sufficient cause for rejection, although in the present state of our knowledge it cannot be said that such failure necessarily indicates...
Page 13 - Pa Ra Rn Re Rh Rb Ru Sm Sc Se Si Ag Na Sr S Ta Tc Te Tb Tl Th Tm Sn Ti W U V Xe Yb Y Zn Zr...
Page 522 - ... minutes, or longer if the blast is not powerful enough to effect complete conversion to a cement in this time. It is then transferred to an evaporating dish, preferably of platinum for the sake of celerity in evaporation...
Page 571 - ... and combined to form one test sample. If sampled in bins or warehouses one test sample shall represent not more than 200 bbl.
Page 569 - Pats of neat cement about three inches in diameter, one-half inch thick at the center, and tapering to a thin edge, shall be kept in moist air for a period of twenty-four hours. (a) A pat is then kept in air at normal temperature and observed at intervals for at least 28 days.
Page 549 - D, 1 mm. in diameter, 6 cm. long. The rod is reversible, and can be held in any desired position by a screw E, and has midway between the ends a mark F which moves under a scale (graduated to millimeters) attached to the frame A. The paste is held in a conical, hard-rubber ring G, 7 cm.
Page 568 - The cement shall be stored in such a manner as to permit easy access for proper inspection and identification of each shipment, and in a suitable weather-tight building which will protect the cement from dampness.

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