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The page contains a table of contents (left and right columns) and the beginning of "CHAPTER 1—INTRODUCTION".
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结尾", but the actual page number is 302.1R-2. I will use 2 as instructed by the prompt "页码用
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Left column:
2.2—Single-course monolithic floors: Classes 1, 2, 4, 5, and 6
2.3—Two-course floors: Classes 3, 7, and 8
2.4—Class 9 floors
2.5—Special finish floors
Chapter 3—Design considerations, p. 302.1R-6
3.1—Scope
3.2—Slabs on ground
3.3—Suspended slabs
3.4—Miscellaneous details
Chapter 4—Site preparation and placing environment, p. 302.1R-15
4.1—Soil support system preparation
4.2—Suspended slabs
4.3—Bulkheads
4.4—Setting of screed guides
4.5—Installation of auxiliary materials
4.6—Concrete placement conditions
Chapter 5—Materials, p. 302.1R-17
5.1—Introduction
5.2—Concrete
5.3—Portland cement
5.4—Aggregates
5.5—Water
5.6—Admixtures
5.7—Liquid surface treatments
5.8—Reinforcement
5.9—Curing materials
5.10—Evaporation reducers
5.11—Gloss-impairing waxes
5.12—Joint materials
5.13—Volatile organic compounds (VOC)
Chapter 6—Concrete properties and consistency, p. 302.1R-23
6.1—Concrete properties
6.2—Recommended concrete mixture
Chapter 7—Batching, mixing, and transporting, p. 302.1R-25
7.1—Batching
7.2—Mixing
7.3—Transporting
Chapter 8—Placing, consolidating, and finishing, p. 302.1R-26
8.1—Placing operations
8.2—Tools for spreading, consolidating, and finishing
8.3—Spreading, consolidating, and finishing operations
8.4—Finishing Class 1, 2, and 3 floors (tile-covered, offices, churches, schools, hospitals, ornamental, and garages)
8.5—Finishing Class 4 and 5 floors (light-duty industrial and commercial)
8.6—Finishing Class 6 floors (industrial) and monolithic-surface treatments for wear resistance
Right column:
8.7—Finishing Class 7 floors (heavy-duty industrial)
8.8—Finishing Class 8 floors (two-course unbonded)
8.9—Finishing Class 9 floors (superflat or critical surface tolerance required)
8.10—Toppings for precast floors
8.11—Finishing structural lightweight concrete
8.12— nonslip floors
8.13—Decorative and nonslip treatments
8.14—Grinding as a repair procedure
8.15—Floor flatness and levelness
8.16—Treatment when bleeding is a problem
8.17—Delays in cold-weather finishing
Chapter 9—Curing, protection, and joint filling, p. 302.1R-50
9.1—Purpose of curing
9.2—Methods of curing
9.3—Curing at joints
9.4—Curing of special concretes
9.5—Length of curing
9.6—Preventing plastic shrinkage cracking
9.7—Curing after grinding
9.8—Protection of slab during construction
9.9—Temperature drawdown in cold storage and freezer rooms
9.10—Joint filling and sealing
Chapter 10—Quality control checklist, p. 302.1R-52
10.1—Introduction
10.2—Partial list of important items to be observed
Chapter 11—Causes of floor and slab surface imperfections, p. 302.1R-53
11.1—Introduction
11.2—Cracking
11.3—Low resistance to wear
11.4—Dusting
11.5—Scaling
11.6—Popouts
11.7—Blisters
11.8—Spalling
11.9—Discoloration
11.10—Low spots and poor drainage
11.11—Curling
11.12—Analysis of surface imperfections
Chapter 12—Selected References, p. 302.1R-61
12.1—Specified and recommended references
12.2—Cited references
12.3—Additional references
Below the table:
CHAPTER 1—INTRODUCTION
1.1—Purpose and scope
This guide presents state-of-the-art information relative to the construction of slab-on-ground and suspended-slab floors for industrial, commercial, and institutional buildings. It is applicable to the construction of normal weight and
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