1、Designation: C652 13Standard 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 4.3). 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 6) of this standard is beyond the scope of this specification.1
6、.3 Brick covered by this specification are ceramic productsmanufactured primarily from clay, shale, or similar naturallyoccurring substances and subjected to a heat treatment atelevated temperatures (firing). The heat treatment shall developsufficient fired bond between the particulate constituents
7、toprovide the strength and durability requirements of this speci-fication. Additives or recycled materials are permitted to beincluded at the option of the manufacturer. (See “firing” and“firing bond” in Terminology C1232.)1.3.1 This specification and its individual requirements shallnot be used to
8、qualify or corroborate the performance of amasonry unit made from other materials, or made with otherforming methods, or other means of binding the materials.1.4 Hollow brick differ from unglazed structural clay tile(Specifications C34 and C212) and solid brick (SpecificationsC62 and C216). Hollow b
9、rick require greater shell and webthicknesses and higher 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
10、of hollow brick from thoseconstructed of structural clay 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 specificati
11、on.1.6 The values stated in inch-pound units are to be regardedas 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 L
12、oad-Bearing WallTileC62 Specification for Building Brick (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 Shal
13、e)C902 Specification for Pedestrian and Light Traffic PavingBrickC1232 Terminology of MasonryE835/E835M Guide for Modular Coordination of Clay andConcrete Masonry Units (Withdrawn 2011)33. Terminology3.1 DefinitionsFor definitions relating to masonry andhollow brick, refer to Terminology C1232.1This
14、 specification is under the jurisdiction of ASTM Committee C15 onManufactured Masonry Units and is the direct responsibility of SubcommitteeC15.02 on Brick and Structural Clay Tile.Current edition approved June 1, 2013. Published June 2013. Originallyapproved in 1970. Last previous edition approved
15、in 2012 as C652 12a. DOI:10.1520/C0652-13.2For referenced 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
16、version of this historical standard is referenced onwww.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 States14. Classification4.1 GradesTwo grades of hollow brick ar
17、e covered:4.1.1 Grade SWHollow brick intended for use where ahigh and uniform degree of resistance to frost action anddisintegration by weathering is desired and the exposure issuch that the hollow brick may be frozen when permeated withwater.4.1.2 Grade MWHollow brick intended for use where amodera
18、te and somewhat nonuniform degree of resistance tofrost action is permissible or where they are unlikely to bepermeated with water when exposed to temperatures belowfreezing.4.2 TypesFour types of hollow brick are covered:4.2.1 Type HBSHollow brick for general use in masonry.4.2.2 Type HBXHollow bri
19、ck for general use in masonrywhere a higher degree of precision and lower permissiblevariation in size than permitted for Type HBS is required.4.2.3 Type HBAHollow brick for general use in masonryselected to produce characteristic architectural effects resultingfrom nonuniformity in size and texture
20、 of the individual units.4.2.4 Type HBBHollow brick for general use in masonrywhere a particular color, texture, finish, uniformity, or limits oncracks, warpage, or other imperfections detracting from theappearance are not a consideration.4.2.5 When the type is not specified, the requirements forTyp
21、e HBS shall govern.4.3 ClassTwo classes of hollow brick are covered:4.3.1 Class H40VHollow brick intended for use wherevoid areas or spaces greater than 25 %, but not greater than40 %, of the gross cross-sectional area of the unit measured inany plane parallel to the surface containing the cores, ce
22、lls, ordeep frogs are desired. The void spaces, the web thicknesses,and the shell thicknesses shall comply with the requirements ofSection 10 on Coring and Frogging.4.3.2 Class H60VHollow brick intended for use wherelarger void areas are desired. The sum of these void areas shallbe greater than 40 %
23、, 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. Thevoid spaces, the web thicknesses, and the shell thicknessesshall comply with the requirements of Section 10 on Coringand Frogging and t
24、o the minimum requirements contained inTable 1 (see Fig. 1).4.3.3 When the class is not specified, the requirements ofClass H40V shall govern.5. Materials and Manufacture5.1 The body of all hollow brick shall be of clay, shale, fireclay, or mixtures of these materials, with or withoutadmixtures, bur
25、ned 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 distributedthroughout the body.5.2 Colors and textures produced by application of inor-ganic coatings to the faces of the brick shall be permitt
26、ed 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 sanding, where the sand does notform a continuous coating, shall not be considered as surface-colored brick for the purpose of this specificat
27、ion.NOTE 1When surface colored brick, other than sanded or flashed, arespecified for exterior use, the purchaser should require that data besubmitted showing that after 50 cycles of freezing thawing there is noobservable difference in the applied finish when viewed from a distance of10 ft (3.0 m) un
28、der 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 inexterior locations may be accepted in place of the freezing and thawingtest, upon consent of the purchaser.5.3 The brick shall be free of d
29、efects, deficiencies, andsurface treatments, including coatings, that would interferewith the proper laying of the brick or significantly impair thestrength or performance of the construction.5.4 If any post-firing coatings or surface treatments areapplied by the manufacturer, the manufacturer shall
30、 report thetype and extent of these coatings or surface treatments in allcertificates of compliance with this specification.6. Physical Properties6.1 DurabilityWhen grade is not specified, the require-ments for Grade SW shall govern.6.1.1 Physical Property RequirementsThe brick shall con-form to the
31、 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 forceperpendicular to the bed surface of the unit, with the unit in thestretcher position.6.1.2 Absorption AlternateThe saturation coeffic
32、ient re-quirement does not apply, provided that the 24-h cold waterabsorption of each of the five units tested does not exceed8.0 %.6.1.3 Freezing and Thawing AlternativeThe requirementsfor 5-h boiling water absorption and saturation coefficient donot apply, provided a sample of five brick, meeting
33、the strengthrequirements of Table 2, passes the freezing and thawing test asdescribed in the Rating Section of the Freezing and Thawingtest procedures of Test Methods C67.NOTE 2The 50-cycle freezing and thawing test is used as analternative only when the brick do not conform to either Table 2require
34、ments for maximum water absorption and saturation coefficient, orto the requirements of the Absorption Alternate in 6.1.2.6.1.3.1 Grade SW: Breakage and Weight LossRequirementNo individual unit separates or disintegratesresulting in a weight loss greater than 0.5 % of its original dryweight.TABLE 1
35、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) 114 (32) 112 (38) 1 (25.4)10 (254) 138 (35) 158 (41)
36、118 (29.5)12 (306) 112 (38) 2 (50) 118 (29.5)C652 1326.1.3.2 Grade SW: Cracking RequirementNo individualunit develops a crack that exceeds, in length, the units leastdimension.6.1.4 Low Weathering Index Alternative:6.1.4.1 If the brick are intended for use exposed to weatherwhere the weathering inde
37、x 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 strengthrequirement of 2500 psi (17.2 MPa) shall apply.NOTE 3The effect of weathering on
38、 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 rainfall in inches, asdefined as follows.4A Freezing Cycle Day is any day during which the air temperaturepasses either above or below 32F
39、(0C). The average number of freezingcycle days in a year may be taken to equal the difference between the4Data 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 Atmosp
40、heric Administration.FIG. 1 Hollow Brick UnitsTABLE 2 Physical RequirementsDesig-nationCompressive Strengthgross area, min, psi(MPa)Water Absorptionby 5-hBoiling, max, %SaturationCoefficient,maxAverage of5 brickIndividualAverageof 5 brickIndi-vidualAverageof 5 brickIndi-vidualGrade SWGrade MW3000 (2
41、0.7)2500 (17.2)2500 (17.2)2200 (15.2)17.022.020.025.00.780.880.800.90C652 133mean number of days during which the minimum temperature was 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
42、 correctedprecipitation (rainfall) occurring during the period between and includingthe normal date of the first killing frost in the fall and the normal date ofthe last killing frost in the spring. The winter rainfall for any period isequal to the total precipitation less one tenth of the total fal
43、l 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 categories listed. The index for geographical locations nearthe 50 line should be determined by analysis of weather bureau localclimatologica
44、l summaries, with due regard to the effect of microclimaticconditions, especially altitude.The recommended correlation between grade of hollow brick, weath-ering index, and exposure is found in Fig. 2. The specifier may use theserecommendations or use the grade descriptions and physical requirements
45、along with use exposure and local climatological conditions to selectgrade.6.2 StrengthWhen hollow brick are required havingstrengths greater than prescribed in Table 2, the purchaser shallspecify the desired minimum compressive strength.6.3 Initial Rate of Absorption (IRA)Test results for IRAshall
46、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 the specifier orpurchaser. IRA is not a qualifying condition or property ofunits in this specification. This property is measured in order
47、toassist in mortar selection and material handling in the construc-tion process. See Note 4.NOTE 4Initial Rate of Absorption (Suction)Both laboratory andfield investigation have shown that strong and watertight joints betweenmortar and masonry units are not achieved by ordinary constructionmethods w
48、hen 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 complete and intimate contact with thesecond unit, resulting in poor adhesion, incomplete bond, and water-permeable joints of low streng
49、th. 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 moisture 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 before they are laid, but it is preferable to wet themthoroughly 3 to 24 h pri
