ACI SP-115-1992 Specifications for Masonry Structures ACI 530.1-92 ASCE 6-92 TMS 602-92 with ASTM References《砌体结构用规范.ACI 530.1-92 ASCE 6-92 TMS 602-92 带ASTM参考》.pdf

《ACI SP-115-1992 Specifications for Masonry Structures ACI 530.1-92 ASCE 6-92 TMS 602-92 with ASTM References《砌体结构用规范.ACI 530.1-92 ASCE 6-92 TMS 602-92 带ASTM参考》.pdf》由会员分享，可在线阅读，更多相关《ACI SP-115-1992 Specifications for Masonry Structures ACI 530.1-92 ASCE 6-92 TMS 602-92 with ASTM References《砌体结构用规范.ACI 530.1-92 ASCE 6-92 TMS 602-92 带ASTM参考》.pdf（273页珍藏版）》请在麦多课文档分享上搜索。

1、 AC1 SP-115 92 = Ob62949 0507293 634 REFERENCE MANUAL Specifications for Masonry Structures AC1 530e1-92/ASCE 6-92/TMS 602-92 with ASTM references A compilation of AC1 530.1-92/ASCE 6-92/TMS 602-92 and ASTM references listed in that specification and in “Building Code Requirements for Masonry Struct

2、ures (AC1 530-92/ASCE 5-92/TMS 402-92) .I The specifications and standards herein are authorized reprints of copyrighted material of the American Concrete Institute, The American Society of Civil Engineers, The Masonry Society, and the American Society for Testing and Materials. SP- 1 15 (92) Americ

3、an Concrete Institute, Detroit Copyright 1992 American Concrete Institutc P.O. Bsx 19150 Redford Station Detroit, Michigan 48219 Copyrighted ASTM specifications reprinted with the permission of the American Society for Testing and Materials, Philadelphia, PA All rights reserved including rights of r

4、eproduction and use in any form or by any means, including the making of copies by any photo process, or by any electronic or mechanical device, printed or written or oral, or recording for sound or visual reproduction or for usc in any knowledge or retrieval system or device, unlcss permission in w

5、riting is sbtiiincd from the copyright proprietors. Printed in tlic United States of America First printing, November 1992 Editorial production: Victoria Wieczorek Library of Congress Catalog Card Number 92-75022 _ AC1 SP-LLS 921 Ob62949 0507293 Li97 W CONTENTS A BLACK INDEX SLUG IS PLACED ON THE MA

6、RGIN OF EACH REFERENCE SO THAT F MAY BE MORE EASILY LOCATED 1 Specifications for Masonry Structures AC1 530.1-92/ASCE 6-92KMS 602-92- 15 Standard Specifications for Tolerances for Concrete Construction and Materials . AC1 117-90- 27 Standard Specification for Structural Steel ASTM A 36-90- 31 Standa

7、rd Specification for Steel Wire, Plain, for Concrete Reinforcement ASTM A 82-90a- 35 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products . ASTM A 123-89a- 39 Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware . ASTM A 153-82- (Reapproved

8、 1987) 43 Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip ASTM A 167-90- 47 Standard Specification for Steel Welded Wire Fabric, Plain, for Concrete Reinforcement ASTM A 185-90a- 53 Standard Specification for Carbon Steel Bolts and Studs, 60,000

9、psi Tensile Strength . ASTM A 307-89- 59 Standard Specification for Steel, Sheet, Carbon, Cold-Rolled, Commercial Quality . ASTM A 366-85- 61 Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement ASTM A 496-90a- 65 Standard Specification for Steel Welded Wire Fabric Deformed, f

10、or Concrete Reinforcement ASTM A 497-90a- 71 Standard Specification for General Requirements for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process . ASTM A 525-90- 77 Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement ASTM A 615-90- 81 Standard Spec

11、ification for Rail-Steel Deformed and Plain Bars for Concrete Reinforcement ASTM A 616-90- Standard Specification for Axle-Steel Deformed and Plain Bars for Concrete Reinforcement . ASTM A 617-90- 87 _ - AC1 SP-I115 92 I 0662949 0507294 323 E 91 Standard Specification for Zinc-Coated (Galvanized) Ca

12、rbon Steel Wire ASTM A 641-89- 95 Standard Specification for Low-Alloy Steel Deformed Bars for Concrete Reinforcement ASTM A 706-90- 99 Standard Specification for Structural Clay Load-Bearing Wall Tile ASTM C 34-84- (Reapproved 1990) 103 Standard Specification for Concrete Building Brick . ASTM C 55

13、-85- 107 Standard Specification for Structural Clay Non-Load-Bearing Tile ASTM C 56-71- (Reapproved 1986) 109 Standard Specification for Building Brick (Solid Masonry Units Made from Clay or Shale) . ASTM C 62-89a- 113 Standard Methods of Sampling and Testing Brick and Structural Clay Tile . ASTM C

14、67-90a- 123 Standard Specification for Calcium Silicate Face Brick (Sand-Lime Brick) ASTM C 73-85- (Reapproved 1989) 125 Standard Specification for Load-Bearing Concrete Masonry Units ASTM C 90-90- 129 Standard Test Methods for Absorption and Bulk Specific Gravity of Dimension Stone . ASTM C 97-90-

15、131 Standard Test Method for Modulus of Rupture of Dimension Stone . ASTM C 99-87- 135 Standard Test Methods of Flexure Testing of Slate (Modulus of Rupture, Modulus of Elasticity) ASTM C 120-90- Facing Brick, and Solid Masonry Units . ASTM C 126-86- 139 Standard Specification for Ceramic Glazed Str

16、uctural Clay Facing Tile, 143 Standard Specification for Non-Load-Bearing Concrete Masonry Units ASTM C 129-85- (Reapproved 1990) Standard Methods of Sampling and Testing Concrete Masonry Units . ASTM C 140-90- Standard Test Method for Compressive Strength of Dimension Stone . ASTM C 170-90- 147 151

17、 155 Standard Specification for Structural Clay Facing Tile ASTM C 212-60- (Reapproved 1986) 161 Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale) ASTM C 216-90a- 165 Standard Specification for Mortar for Unit Masonry . ASTM C 270-89- AC1 SP-115 92 0662949 0507295

18、 26T 177 Standard Specification for Grout for Masonry ASTM C 476-83- 179 Standard Specification for Marble Dimension Stone (Exterior) ASTM C 503-89- 181 Standard Specification for Limestone Dimension Stone . ASTM C 568-89- 183 Standard Specification for Granite Dimension Stone . ASTh4 C 615-85- 185

19、Standard Specification for Quartz-Based Dimension Stone . ASTM C 616-89- 187 Standard Specification for Slate Dimension Stone . ASTM C 629-89- 189 Standard Specification for Hollow Brick (Hollow Masonry Units Made from Clay or Shale . ASTM C 652-89a- 193 Standard Specification for Prefaced Concrete

20、and Calcium Silicate Masonry Units . ASTM C 744-73- (Reapproved 1985) 197 Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry ASTM C 780-91- 213 Standard Specification for Prefabricated Masonry Panels ASTM C 901-85- (Reapproved 1990)

21、217 Standard Specification for Elastomeric Joint Sealants . ASTM C 920-87- 221 Standard Method of Sampling and Testing Grout . ASTM C 1019-S3a- 225 Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type) ASTM D 994-71- (Reapproved 1982) 227 Standard Specification f

22、or Flexible Cellular Materials- Sponge or Expanded Rubber ASTM D 1056-85- 237 Standard Classification System for Rubber Products in Automotive Applications . ASTM D 2000-86- 287 Standard Specification for Nonrigid Vinyl Chloride Polymer and Copolymer Molding and Extrusion Compounds ASTM D 2287-81- (

23、Reapproved 1989) 291 Standard Test Methods for Compressive Strength of Masonry Prisms . ASTM E 447-83- (Reapproved 1991) 295 SI (Metric) Conversion Factors . Metric Conversions- AC1 SP-115 92 O662949 0507296 1T6 Specifications for Masonry Structures (AC1 530.1 -92/ASCE 6-92/TMS 602-92) Reported by t

24、he Masonry Standards Joint Committee James Colville Chairman Bijan Ahmadi Richard H. Atkinson William G. Bailey Stuart R. Beavers Robert J. Beiner Frank Berg Russell H. Brown Mario J. Catani Robert W. Crooks Gerald A. Dalrymple John A. Frauenhoffer Richard M. Gensert Satyendra K. Ghosh Clayford T. G

25、rimm John Grogan Ahmad A. Hamid Gary C. Hart Richard O. Hedstrom Paul Heilstedt Mark B. Hogan Max L Porter Vice Chairman Thomas A. Holm Ron Hunsicker Albert W. Isberner John J. Jacob Rochelle C. Jaffe Gordon Jones John C. Kariotis Richard E. Klingner L Donald Leinweber Hugh C. MacDonald, Jr. Billy R

26、. Manning John H. Matthys Peter Maul Donald G. McMican George Miller Reg Miller C.B. Monk, Jr. Colin C. Mutiro W. Thomas Munsell Antonio Naniii This standard covers minimum construction requirements for mmonv structures. Included are requirements for materiais; the placing, bonding arid anchoring of

27、 rnmonv; the placement of grout and of reinforcement. Keywords: bricks, clay bricks, concrete blocks; concrete brick; construc- tion; consfruction materials; curing; grout; grouting; inspection; joints; masonry; materials handling; mortars (material); reinforcing steels; spe- cifications; tests; tol

28、erances. FOREWORD F1. This foreword is included for explanatory pur- poses only; it does not form a part of Standard Specifi- cations AC1 530JASCE 6fMS 602. Et. Standard Specifications AC1 530.1/ASCE 6/ TMS 602 are a Reference Standard which the Architect/ Engineer may cite in the Contract Documents

29、 for any project, together with supplementary requirements for the specific project. h3. Standard Specifications AC1 530.1/ASCE 6/ TMS 602 are written in the three-part section format of the Construction Specifications Institute, as adapted by ACI; the numbering system is modified by AC1 require- me

30、nts. The language is generally imperative and terse. F4. A Specification Checklist is included as a preface to, but not forming a part of, Standard Specifications AC1 530.1/ASCE 6fMS 602. The purpose of this Speci- fication Checklist is to assist the ArchitectEngiiieer in properly choosing and speci

31、fjing the necessary manda- tory and optional requirements for the Project Specifi- cations. J. Gregg Borchelt Kevin D. Callahan Secretary Membership Secretary Joseph F. Neussendorfei James L Noland Joseph E. Saliba Daniel Shapiro John M. Sheehan Harold C. Sorensen Robert Speed Ewell A. Staab Jerry F

32、. Stockbridge Bruce A. Suprenant John G. Tawresey Itzhak Tepper Robert C. Thacker Donald W. Vannoy Terence A. Weigel A. Rhett Whitlock Joseph A. Wintz, III Amde M. Wolde-Tinsae Charles W.C. Yancey PREFACE TO SPECIFICATIONS CHECKLIST P1. Standard Specifications AC1 530.1/ASCE 6/ TMS 602 are intended

33、to be used in their entirety by ref- erence in the Project Specifications. Individual sections, articles, or paragraphs should not be copied into the Project Specifications since taking them out of context may change their meaning. P2. Building codes (of wliicli this standard is a part by reference)

34、 set minimum requirements necessary to pro- tect the public. Project specifications often stipulate requirements more restrictive than the minimum. Adjust- ments to the needs of a particular project are intended to be made by the ArchitectEngiiieer by reviewing each of the items in the Specification

35、 Checklist and then in- cluding the ArchitectEngineers decision on each item as a mandatory requirement in the Project Specifications. P3. These mandatory requirements should designate the specific qualities, procedures, materials, and perfor- Adopted as a standard of the American Concrete Institute

36、 November 1958, in accordance with the Institutes standardization procedure. Revised by the Insti- tutes Ekpedited Standardization Procedure effective July l, 1992. Adopted as a standard of the Amencan Society of Civil Engineers August 1989, in accordance with the Societys standardization procedure

37、and revised by the Societys standard- ization procedure effective July 1, 1992. Adopted as a standard of Te Masonry Society, July 1, 1992. in accordance with the Societys standardization procedure. Copyright O 1992. American Concrete Institute, American Society of Civil En- gineers, and The Masonry

38、Society. AU rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process. or by any elec- tronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or

39、reirieval system or device, unless permission in writing is obtained from the copyright proprietors. 1 2 MASONRY SPECIFICATION REFERENCE MANUAL mance criteria for which alternatives are permitted or for which provisions were not made in the Spccifications. Ek- ceptions to the Standard Specifications

40、 should be niadc in the Project Specifications, if rcquircd. P4. A statement such as the following will serve to make Standard Specifications AC1 530.1/ASCE 6/ TMS 602 an official part of the Project Specifications: Masonry construction and materials sliall conform to all requirements of “Specificat

41、ions for Masonry Struc- tures (AC1 530.1/ASCE 6mS 602),“ publislied by the American Concrete Institute, Detroit, Michigan, cxccpt as modificd by the requirements of these Con- tract Documents. PS. The Spccifications Checklist which follows is ad- dressed to each item of tho Specifications whcre the

42、ArchitectEngincer must or may make a choice of alter- natives; may add provisions if not indicated; or may take exceptions. The Spccification Checklist consists of two columns; the first identifics the sections, parts, and articles of the Specifications, and the second column con- tains notes to the

43、 ArchitectEngincer to indicate the type of action required by the ArchitectEngincer. MANDATORY SPECIFICATIONS CHECKLIST Section 1-General requirements 1.1.2 1.5.1 Inspection and testing 1.5.2 Compressive strength requirenients 1.6.1 Determination of compressivc strciigtli 1.6.2 Unit strength method

44、Section 2-Mnsonry 2.2.1 and 2.2.2 Masonry units and nisrtar 2.2.5 Prefabricated masonry 2.2.8. Joint fillers 2.3.1.1 Scope (a) through (fj 2.3.3.6(b) Pipes and conduit 2.3.3.6(f) Accessories 2,3.3.6(g) Movement joints Section 3-Reinforceiiient and metal accessories 3.2.1 Materials 3.2.1.1.4 Wire fab

45、ric Notes to the ArchitecVEngineer Indicate the articcs (parts and scctions) of AC1 530S/ASCE 6/ TMS 602 excluded from the Project Specificatioiis. List the articles of AC1 530.1/ASGE 6mvZS 602 at variance with the Project Specifications. Designate thc Owners rcprcscntatives for “Inspection and Test

46、ing! Specify f;. Specify nicthad uscd to dctcrminc compressive strength. Spccify when strcngth of grout is to he deterniincd by test. 1.6.2.1()2 - 1.6.2.2()2. Speciiy the nirisaiiry uiiits and mortar tQ be uscd for the vari- ous parts of tiic projcct and the typc of mortar to be uscd with each typc

47、of masonry unit. Specify prefabricated niasonry and requirements in suppicment of thosc of ASTM C 901. Spccify size and shape of joint filfcrs. Specify testing and inspection rcquircmcnts. Specify slccve shcs and spacing, Specify accessories not indicated on tlic Project Drawings. Indicate type and

48、location of niovcnicnt joints on the Projcct Drawings. Specify typc and grade of rcinforccmcnt, coiincctors and ac- cesorics. Specify wlicii wire fabric is to bc sniooth. AC1 SP-115 92 m Obb2949 0507298 T79 m MASONRY STRUCTURES SPECIFICATIONS Section/Part/Article Section 4-Grout 4.2.1 Materials 3 No

49、tes to the ArchitectIEngineer Specify grout requirements at variance with AC1 530.UASCE 6/ TMS 602. Specify admixtures. I OPTIONAL SPECIFICATIONS CHECKLIST SectionlPartiArticle Section 1-General requirements 1.5.1.2 Inspection of foundations Section 2-Masonry 2.1.24a) through (h) 2.1.2.2 Sample panels 2.1.2.3 Sample panels 2.1.3.3 Quality assurance prism test 2.1.3.4 Quality assurance mortar test 2.1.3.5 Quality assurance grout test 2.2.2.2 Pigments 2.2.6 Movement joint 2.2.7.2 Masonry cleaner 2.3.2.4 Wetting masonry units 2.3.2