ACI CCS-0-2016 Concrete Fundamentals.pdf
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1、Concrete Craftsman SeriesConcrete Fundamentals CCS-0(16)Concrete Craftsman SeriesConcrete FundamentalsCCS-0 Concrete Fundamentals was originally written by ACI Committee E703, Concrete Construction Practices. The 2016 edition of CCS-0 was reviewed and approved by an Education Task Group including: W
2、illiam Nash, William Palmer, Michael Pedraza, David Suchorski, and Scott Tarr. Thank you to the Task Group members for their thoughtful and thorough review of the fundamental material.CCS-0(16)Concrete Craftsman Series:CCS-0 Concrete FundamentalsISBN 978-1-942727-63-7Copyright 2016 American Concrete
3、 InstituteACI Committee Reports, Guides, and Commentaries are intended for guidance in planning, designing, executing, and inspecting construction. This document is intended for the use of individuals who are competent to evaluate the significance and limitations of its content and recommenda-tions
4、and who will accept responsibility for the application of the material it contains. The American Concrete Institute disclaims any and all responsibility for the stated principles. The Institute shall not be liable for any loss or damage arising therefrom.Reference to this document shall not be made
5、in contract documents. If items found in this document are desired by the Architect/Engineer to be a part of the contract documents, they shall be restated in mandatory language for incorpora-tion by the Architect/Engineer.Managing Editor: Katie A. Amelio, P.E.Art Program: Claire HiltzEngineering Ed
6、itors: Michael Tholen, Ph.D., P.E. Jerzy Zemajtis, Ph. D., P.E.Professional Development Specialist: Tiffany VojnovskiTechnical Editors: Emily Bush, Cherrie FergussonManager, Publishing Services: Barry M. BerginProduction Editors: Carl Bischof, Kelli Slayden, Kaitlyn Hinman, Tiesha ElamPage Design th
7、e pattern of craze cracks existing in a surface. Curing action taken to maintain moisture and tempera-ture conditions in a freshly placed cementitious mixture to allow hydraulic cement hydration and, if applicable, pozzo-Fig. 0.2Example of concrete surface blistering (photo courtesy of Portland Ceme
8、nt Association (PCA)10 CONCRETE FUNDAMENTALSlanic reactions to occur so that the potential properties of the mixture may develop.Dropchute a device used to confine or direct the flow of a falling stream of fresh concrete. (1) articulated drop-chute a device consisting of a succession of tapered meta
9、l cylinders so designed that the lower end of each cylinder fits into the upper end of the one below; (2) flex-ible dropchute a device consisting of a heavy rubber-ized canvas or plastic collapsible tube.Dusting development of a powdered material at the surface of hardened concrete.Final setting a d
10、egree of stiffening of a cementitious mixture greater than initial setting, generally stated as an empirical value indicating the time required for the cementi-tious mixture to stiffen sufficiently to resist, to an established degree, the penetration of a weighted test device. (See also initial sett
11、ing.)Fine aggregate (1) aggregate passing the 3/8 in. (9.5 mm) sieve, almost entirely passing the No. 4 (4.75 mm) sieve, and predominantly retained on the No. 200 (75 mm) sieve; (2) that portion of aggregate passing the No. 4 (4.75 mm) sieve and predominantly retained on the No. 200 (75 mm) sieve. (
12、See also aggregate.)Fig. 0.3Coarse aggregates (photo courtesy of CTLGroup)VOCABULARY 11Fineness modulus a factor obtained by adding the total percentages of material in the sample that are coarser than each of the following sieves (cumulative percent-ages retained), and dividing the sum by 100: No.
13、100 (150 mm), No. 50 (300 mm), No. 30 (600 mm), No. 16 (1.18 mm), No. 8 (2.36 mm), No.4 (4.75 mm), 3/8 in. (9.5 mm), 3/4 in. (19.0 mm), 1-1/2 in. (37.5 mm), 3 in. (75 mm), and 6 in. (150 mm)Fly ash the finely divided residue that results from the combustion of ground or powdered coal and that is tra
14、ns-ported by flue gases from the combustion zone to the particle removal system.Grout mixture of cementitious materials and water, or other binding medium, with fine aggregate. High-range water-reducing admixture a water-reducing admixture capable of producing large water reduc-tion or great flowabi
15、lity without causing undue set retarda-tion or entrainment of air in mortar or concrete.Honeycomb voids left in concrete between coarse aggre-gates due to inadequate consolidation.Hydration the chemical reaction between hydraulic cement and water.Hydraulic cement a binding material that sets and har
16、dens by chemical reaction with water and is capable of doing so underwater. For example, portland cement and slag cement are hydraulic cements.Initial setting a degree of stiffening of a cementitious mixture less than final set, generally stated as an empirical value indicating the time required for
17、 the cementitious mixture to stiffen sufficiently to resist, to an established degree, the penetration of a weighted test device. (See also final setting.)Mortar a mixture of cement paste and fine aggregate; in fresh concrete, the material occupying the interstices among particles of coarse aggregat
18、e; in masonry construction, joint mortar may contain masonry cement, or may contain hydraulic cement with lime (and possibly other admixtures) to afford greater plasticity and workability than are attain-able with standard portland cement mortar.Paste see Cement paste.Plastic shrinkage cracking surf
19、ace cracking that occurs in concrete before initial set.Plasticity property of freshly mixed cement paste, concrete, or mortar that determines its resistance to defor-mation or ease of molding.12 CONCRETE FUNDAMENTALSPortland cement a hydraulic cement made by pulver -izing portland-cement clinker an
20、d usually with addition of calcium sulfate to control setting.Pozzolans a siliceous or silico-aluminous material that will, in finely divided form and in the presence of moisture, chemically react with calcium hydroxide at ordinary temper-atures to form compounds having cementitious properties (ther
21、e are both natural and artificial pozzolans).Prestressed concrete structural concrete in which internal stresses have been introduced to reduce potential tensile stresses in concrete resulting from loads.Fig. 0.4Rodding is performed using a tamping rod, the length and diameter of the rod may vary ba
22、sed on the size of the sample being consolidated (photo courtesy of PCA)VOCABULARY 13Retarder an admixture that delays the setting of a cementitious mixture.Rock pocket a porous, mortar-deficient portion of hard-ened concrete consisting of coarse aggregate and voids. (See also honeycomb.)Rodding con
23、solidation of concrete by means of a tamping rod (Fig. 0.4). (See also tamping.)Scaling local flaking or peeling away of the near-surface portion of hardened concrete or mortar (Fig. 0.5).Segregation the separation of coarse aggregate from the sand-cement mortar portion of the concrete mixture.Setti
24、ng a chemical process that results in a gradual develop-ment of rigidity of a cementitious mixture, adhesive, or resin.Fig. 0.5Scaling removes the top layer of paste from the concrete (photo courtesy of PCA)14 CONCRETE FUNDAMENTALSSieve a metallic plate or sheet, woven-wire cloth, or other similar d
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