ASTM C466-2003 Standard Specification for Chemically Setting Silicate and Silica Chemical-Resistant Mortars《化学凝固硅酸盐和硅土制耐化学腐蚀灰浆的标准规范》.pdf

《ASTM C466-2003 Standard Specification for Chemically Setting Silicate and Silica Chemical-Resistant Mortars《化学凝固硅酸盐和硅土制耐化学腐蚀灰浆的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM C466-2003 Standard Specification for Chemically Setting Silicate and Silica Chemical-Resistant Mortars《化学凝固硅酸盐和硅土制耐化学腐蚀灰浆的标准规范》.pdf（2页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C 466 03Standard Specification forChemically Setting Silicate and Silica Chemical-ResistantMortars1This standard is issued under the fixed designation C 466; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of

2、last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers requirements for chemicallysetting silicate and silica chemical-resistant mortars for bond-

3、ing chemical-resistant masonry units.NOTE 1For information on the use of these materials, see PracticeC 397.2. Referenced Documents2.1 ASTM Standards:2C 279 Specification for Chemical-Resistant Masonry UnitsC 321 Test Method for Bond Strength of Chemical-Resistant MortarsC 397 Practice for Use of Ch

4、emically Setting Chemical-Resistant Silicate and Silica MortarsC 413 Test Method for Absorption of Chemical-ResistantMortars, Grouts, and Monolithic SurfacingsC 414 Test Method for Working, Setting and Curing Timesof Chemically Setting Chemical-Resistant Silicate andSilica MortarsC 531 Test Method f

5、or Linear Shrinkage and Coefficient ofThermal Expansion of Chemical Resistant Mortars,Grouts, Monolithic Surfacings, and Polymer ConcretesC 579 Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, andPolymer ConcretesC 580 Test Method for Flexural Stren

6、gth and Modulus ofElasticity of Chemical-Resistant Mortars, Grouts, Mono-lithic Surfacings, and Polymer ConcretesC 904 Terminology Relating to Chemical-Resistant Non-metallic Materials3. Terminology3.1 Definitions:3.1.1 For definitions of terms used in this standard specifi-cation , see Terminology

7、C 904.4. Types of Mortars4.1 Single and Multicomponent:4.1.1 A single component mortar consists of a binderpowder, a setting agent, and a chemically inert solid filler(s) towhich potable water is added to make a trowelable mortar.4.1.2 A multicomponent mortar consists of a binder liquid,a powder con

8、taining a setting agent, and a chemically inertsolid filler(s) which are combined to form a trowelable mortar.4.1.3 Some single and multicomponent mortars may permitthe addition of a properly graded, high-purity silica sand inaccordance with the manufacturers recommendation.5. Chemical Composition5.

9、1 The setting agent generally used is an acid compoundthat reacts with the silicate binders, or an alkaline compoundthat reacts with the silica sol binder, to form an insoluble silicagel. The filler materials shall be selected to have resistance tothe particular chemicals to which they will be expos

10、ed. Theservice limitations of the filler shall be defined by the manu-facturer.6. Physical Requirements6.1 Chemically setting silicate or silica chemical-resistantmortars prepared from these materials shall conform to therespective physical requirements prescribed in Table 1.7. Performance Requireme

11、nts7.1 The liquid binder shall be of a viscosity that will permitit to be readily mixed manually with the filler. The filler shallhave properly graded particles that will permit the preparationof a joint thickness of18 in. (3.2 mm).8. Test Methods8.1 The properties enumerated in this specification s

12、hall bedetermined in accordance with the following methods:8.1.1 Bond StrengthTest Method C 321. Brick describedin Specification C 279 shall be used in this test.8.1.2 AbsorptionTest Method C 413.8.1.3 Working Life and Setting TimesTest Method C 414.1This specification is under the jurisdiction of A

13、STM Committee C03 onChemical-Resistant Nonmetallic Materials and is the direct responsibility ofSubcommittee C03.02 on Mortar and Monolithics.Current edition approved Oct. 10, 2003. Published December 2003. Originallyapproved in 1961. Last previous edition approved in 1997 as C 466 97.2For reference

14、d ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Con

15、shohocken, PA 19428-2959, United States.8.1.4 ShrinkageTest Method C 531.8.1.5 Compressive StrengthTest Methods C 579.8.1.6 Flexural StrengthTest Method C 580.9. Packaging and Package Marking9.1 Single component mortars shall be packaged properly toprevent deterioration in storage.9.2 For multicompo

16、nent mortars, the binder liquid shall bepackaged in suitable containers and marked to denote the typeof silicate or silica solution. The powder shall be packagedproperly to prevent deterioration in storage.10. Keywords10.1 masonry units; chemical-resistant; mortars; chemicalresistant; mortars; potas

17、sium silicate; mortars; silica; mortars;sodium silicateASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent

18、rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either

19、for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hear

20、ing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard

21、may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).TABLE 1 Physical RequirementsPropertyType of MortarSodium Silicate Potassium Silicate SilicaBond strength, min, 7 days, psi (M

22、Pa) 80 (0.5) 150 (1.0) 80 (0.5)Absorption, max, weight % 18.0 19.0 15.0Working life, minimum, at 73F (23C), minutes 15 20 15Shrinkage, max, 7 days at 73 6 4F (23 6 2C), % 1.0 3.0 Compressive strength, min, 7 days, psi (MPa) 1400 (9.6) 3000 (20.7) 3500 (24.1)Flexural strength, min, 7 days, psi (MPa) 500 (3.4) 600 (4.1) 900 (6.2)C466032