1、Designation: C652 12Standard Specification forHollow Brick (Hollow Masonry Units Made From Clay orShale)1This standard is issued under the fixed designation C652; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last rev
2、ision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope*1.1 This specification covers hollow building br
3、ick andhollow facing brick made from clay, shale, fire clay, ormixtures thereof, and fired to incipient fusion. Four types ofhollow brick in each of two grades and two classes are covered.In this specification, the term hollow brick shall be understoodto mean hollow clay masonry units whose net cros
4、s-sectionalarea (solid area) in any plane parallel to the surface, containingthe cores, cells, or deep frogs, is less than 75 % of its grosscross-sectional area measured in the same plane (see 3.3). Thisspecification does not cover brick intended for use as pavingbrick (see Specification C902).1.2 T
5、he property requirements of this specification apply atthe time of purchase. The use of results from testing of brickextracted from masonry structures for determining confor-mance or nonconformance to the property requirements (Sec-tion 5) of this standard is beyond the scope of this specification.1
6、.3 Brick covered by this specification are manufacturedfrom clay, shale, or similar naturally occurring substances andsubjected to a heat treatment at elevated temperatures (firing).The heat treatment shall develop sufficient fired bond betweenthe particulate constituents to provide the strength and
7、 dura-bility requirements of this specification. (See “firing” and“firing bond” in Terminology C1232.)1.4 Hollow brick differ from unglazed structural clay tile(Specifications C34 and C212) and solid brick (SpecificationsC62 and C216). Hollow brick require greater shell and webthicknesses and higher
8、 minimum compressive strength thanstructural clay tile, but permit greater void area and lesserdistance from exposed edge to core hole than solid brick.Therefore, environmental and structural performance may bedifferent in elements constructed of hollow brick from thoseconstructed of structural clay
9、 tile or solid brick.1.5 The text of this specification references notes andfootnotes which provide explanatory material. These notes andfootnotes (excluding those in tables and figures) shall not beconsidered as requirements of the specification.1.6 The values stated in inch-pound units are to be r
10、egardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.2. Referenced Documents2.1 ASTM Standards:2C34 Specification for Structural Clay Load-Bearing WallTileC62 Specification for Building Brick
11、 (Solid Masonry UnitsMade From Clay or Shale)C67 Test Methods for Sampling and Testing Brick andStructural Clay TileC212 Specification for Structural Clay Facing TileC216 Specification for Facing Brick (Solid Masonry UnitsMade from Clay or Shale)C902 Specification for Pedestrian and Light Traffic Pa
12、vingBrickC1232 Terminology of MasonryE835/E835M Guide for Modular Coordination of Clay andConcrete Masonry Units (Withdrawn 2011)33. Classification3.1 GradesTwo grades of hollow brick are covered:3.1.1 Grade SWHollow brick intended for use where ahigh and uniform degree of resistance to frost action
13、 anddisintegration by weathering is desired and the exposure issuch that the hollow brick may be frozen when permeated withwater.3.1.2 Grade MWHollow brick intended for use where amoderate and somewhat nonuniform degree of resistance to1This specification is under the jurisdiction of ASTM Committee
14、C15 onManufactured Masonry Units and is the direct responsibility of SubcommitteeC15.02 on Brick and Structural Clay Tile.Current edition approved July 1, 2012. Published September 2012. Originallyapproved in 1970. Last previous edition approved in 2011 as C652 11. DOI:10.1520/C0652-12.2For referenc
15、ed 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.3The last approved version of this historical standard is referenced onwww
16、.astm.org.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1frost action is permissible or where they are unlikely to bepermeated with water when exposed to temperatures b
17、elowfreezing.3.2 TypesFour types of hollow brick are covered:3.2.1 Type HBSHollow brick for general use in masonry.3.2.2 Type HBXHollow brick for general use in masonrywhere a higher degree of precision and lower permissiblevariation in size than permitted for Type HBS is required.3.2.3 Type HBAHoll
18、ow brick for general use in masonryselected to produce characteristic architectural effects resultingfrom nonuniformity in size and texture of the individual units.3.2.4 Type HBBHollow brick for general use in masonrywhere a particular color, texture, finish, uniformity, or limits oncracks, warpage,
19、 or other imperfections detracting from theappearance are not a consideration.3.2.5 When the type is not specified, the requirements forType HBS shall govern.3.3 ClassTwo classes of hollow brick are covered:3.3.1 Class H40VHollow brick intended for use wherevoid areas or spaces greater than 25 %, bu
20、t not greater than40 %, of the gross cross-sectional area of the unit measured inany plane parallel to the surface containing the cores, cells, ordeep frogs are desired. The void spaces, the web thicknesses,and the shell thicknesses shall comply with the requirements ofSection 9 on Coring and Froggi
21、ng.3.3.2 Class H60VHollow brick intended for use wherelarger void areas are desired. The sum of these void areas shallbe greater than 40 %, but not greater than 60 %, of the grosscross-sectional area of the unit measured in any plane parallelto the surface containing the cores, cells or deep frogs.
22、Thevoid spaces, the web thicknesses, and the shell thicknessesshall comply with the requirements of Section 9 on Coring andFrogging and to the minimum requirements contained in Table1 (see Fig. 1).3.3.3 When the class is not specified, the requirements ofClass H40V shall govern.4. Materials and Manu
23、facture4.1 The body of all hollow brick shall be of clay, shale, fireclay, or mixtures of these materials, with or withoutadmixtures, burned to meet the requirements of this specifica-tion. Any coloring or other materials added to the clay shall besuitable ceramic materials and shall be well distrib
24、utedthroughout the body.4.2 Colors and textures produced by application of inor-ganic coatings to the faces of the brick shall be permitted withthe consent of the purchaser, provided that evidence is fur-nished of the durability of the coatings. Brick that are coloredby flashing or textured by sandi
25、ng, where the sand does notform a continuous coating, shall not be considered as surface-colored brick for the purpose of this specification.NOTE 1When surface colored brick, other than sanded or flashed, arespecified for exterior use, the purchaser should require that data besubmitted showing that
26、after 50 cycles of freezing thawing there is noobservable difference in the applied finish when viewed from a distance of10 ft (3.0 m) under an illumination of not less than 50 ft-candles (538 lx)by an observer with normal vision.Service records of the performance of the particular coated brick inex
27、terior locations may be accepted in place of the freezing and thawingtest, upon consent of the purchaser.4.3 The brick shall be free of defects, deficiencies, andsurface treatments, including coatings, that would interferewith the proper laying of the brick or significantly impair thestrength or per
28、formance of the construction.4.4 If any post-firing coatings or surface treatments areapplied by the manufacturer, the manufacturer shall report thetype and extent of these coatings or surface treatments in allcertificates of compliance with this specification.5. Physical Properties5.1 DurabilityWhe
29、n grade is not specified, the require-ments for Grade SW shall govern.5.1.1 Physical Property RequirementsThe brick shall con-form to the physical requirements for the grade specified asprescribed in Table 2. For the compressive strength require-ments in Table 2, test the unit with the compressive f
30、orceperpendicular to the bed surface of the unit, with the unit in thestretcher position.5.1.2 Absorption AlternateThe saturation coefficient re-quirement does not apply, provided that the 24-h cold waterabsorption of each of the five units tested does not exceed8.0 %.5.1.3 Freezing and Thawing Alte
31、rnativeThe requirementsfor 5-h boiling water absorption and saturation coefficient donot apply, provided a sample of five brick, meeting the strengthrequirements of Table 2, passes the freezing and thawing test asdescribed in the Rating Section of the Freezing and Thawingtest procedures of Test Meth
32、ods C67.NOTE 2The 50-cycle freezing and thawing test is used as analternative only when the brick do not conform to either Table 2requirements for maximum water absorption and saturation coefficient, orto the requirements of the Absorption Alternate in 5.1.2.5.1.3.1 Grade SW: Breakage and Weight Los
33、sRequirementNo individual unit separates or disintegratesresulting in a weight loss greater than 0.5 % of its original dryweight.5.1.3.2 Grade SW: Cracking RequirementNo individualunit develops a crack that exceeds, in length, the units leastdimension.5.1.4 Low Weathering Index Alternative:5.1.4.1 I
34、f the brick are intended for use exposed to weatherwhere the weathering index is less than 50 (see Fig. 2), andunless otherwise specified, the requirements given in Table 2for 5-h boiling water absorption and for saturation coefficientshall not apply, but the minimum average compressive strengthrequ
35、irement of 2500 psi (17.2 MPa) shall apply.TABLE 1 Class H60VHollow Brick Minimum Thicknessof Face Shells and Webs, in. (mm)Nominal Width of UnitsFace Shell ThicknessesEnd Shells orEnd WebsSolidCored or DoubleShell3 and 4 (76 and 101)34 (19.05) .34 (19.05)6 (152) 1 (25.4) 112 (38) 1 (25.4)8 (203) 11
36、4 (32) 112 (38) 1 (25.4)10 (254) 138 (35) 158 (41) 118 (29.5)12 (306) 112 (38) 2 (50) 118 (29.5)C652 122NOTE 3The effect of weathering on brick is related to the weatheringindex, which for any locality is the product of the average annual numberof freezing cycle days and the average annual winter ra
37、infall in inches, asdefined as follows.4A Freezing Cycle Day is any day during which the air temperaturepasses either above or below 32F (0C). The average number of freezingcycle days in a year may be taken to equal the difference between themean number of days during which the minimum temperature w
38、as 32F(0C) or below, and the mean number of days during which the maximumtemperature was 32F (0C) or below.Winter Rainfall is the sum, in inches, of the mean monthly correctedprecipitation (rainfall) occurring during the period between and includingthe normal date of the first killing frost in the f
39、all and the normal date of4Data needed to determine the weathering for any locality may be found orestimated from tables of Local Climatological DataAnnual Summary withComparative Data from the National Oceanic and Atmospheric Administration.FIG. 1 Hollow Brick UnitsTABLE 2 Physical RequirementsDesi
40、g-nationCompressive Strengthgross area, min, psi(MPa)Water Absorptionby 5-hBoiling, max, %SaturationCoefficient,maxAverage of5 brickIndividualAverageof 5 brickIndi-vidualAverageof 5 brickIndi-vidualGrade SWGrade MW3000 (20.7)2500 (17.2)2500 (17.2)2200 (15.2)17.022.020.025.00.780.880.800.90C652 123th
41、e last killing frost in the spring. The winter rainfall for any period isequal to the total precipitation less one tenth of the total fall of snow, sleet,and hail. Rainfall for a portion of a month is prorated.Fig. 2 indicates general areas of the United States which correspond tothe weathering cate
42、gories listed. The index for geographical locations nearthe 50 line should be determined by analysis of weather bureau localclimatological summaries, with due regard to the effect of microclimaticconditions, especially altitude.The recommended correlation between grade of hollow brick, weath-ering i
43、ndex, and exposure is found in Fig. 2. The specifier may use theserecommendations or use the grade descriptions and physical requirementsalong with use exposure and local climatological conditions to selectgrade.5.2 StrengthWhen hollow brick are required havingstrengths greater than prescribed in Ta
44、ble 2, the purchaser shallspecify the desired minimum compressive strength.5.3 Initial Rate of Absorption (IRA)Test results for IRAshall be determined in accordance with the Initial Rate ofAbsorption (Suction) (Laboratory Test) section of Test Meth-ods C67 and shall be furnished at the request of th
45、e specifier orpurchaser. IRA is not a qualifying condition or property ofunits in this specification. This property is measured in order toassist in mortar selection and material handling in the construc-tion process. See Note 4.NOTE 4Initial Rate of Absorption (Suction)Both laboratory andfield inve
46、stigation have shown that strong and watertight joints betweenmortar and masonry units are not achieved by ordinary constructionmethods when the units as laid have excessive initial rates of absorption.Mortar that has stiffened somewhat because of excessive loss of mixingwater to a unit may not make
47、 complete and intimate contact with thesecond unit, resulting in poor adhesion, incomplete bond, and water-permeable joints of low strength. IRA of the units is determined by theoven-dried procedure described in the IRA (Suction) (Laboratory Test) ofTest Methods C67. IRAin the field depends on the m
48、oisture content of themasonry unit and is determined in accordance with the IRA (Suction)Field Test of Test Methods C67. Units having average field IRAexceeding30 g/min per 30 in.2(30 g/min 194 cm2) should have their IRA reducedbelow 30 g/min per 30 in.2prior to laying. They may be wettedimmediately
49、 before they are laid, but it is preferable to wet themthoroughly 3 to 24 h prior to their use so as to allow time for moisture tobecome distributed throughout the unit.6. Efflorescence6.1 Brick are not required to be tested for efflorescence tocomply with this specification unless requested by the specifieror purchaser. When the efflorescence test is requested by thespecifier or purchaser, the brick shall be sampled at the place ofmanufacture, and tested in accordance with Test Methods C67,and a rating for efflorescence shall be “not ef
