ASTM C398-1998(2003) Standard Practice for Use of Hydraulic Cement Mortars in Chemical-Resistant Masonry《耐化学腐蚀的水硬性水泥灰浆的使用的标准实施规程》.pdf

《ASTM C398-1998(2003) Standard Practice for Use of Hydraulic Cement Mortars in Chemical-Resistant Masonry《耐化学腐蚀的水硬性水泥灰浆的使用的标准实施规程》.pdf》由会员分享，可在线阅读，更多相关《ASTM C398-1998(2003) Standard Practice for Use of Hydraulic Cement Mortars in Chemical-Resistant Masonry《耐化学腐蚀的水硬性水泥灰浆的使用的标准实施规程》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C 398 98 (Reapproved 2003)Standard Practice for Use ofHydraulic Cement Mortars in Chemical-Resistant Masonry1This standard is issued under the fixed designation C 398; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, th

2、e year of 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 practice provides recommendations for use ofhydraulic cement mortars for chemical-resistant masonry co

3、n-struction.1.2 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.1.3

4、 The values stated in inch-pound units are to be regardedas the standard. The values given in parentheses are providedfor information only.2. Referenced Documents2.1 ASTM Standards:2C 144 Specification for Aggregate for Masonry MortarC 150 Specification for Portland CementC 171 Specification for She

5、et Materials for Curing ConcreteC 267 Test Method for Chemical Resistance of Mortars,Grouts, and Monolithic Surfacings and Polymer ConcretesC 279 Specification for Chemical-Resistant Masonry UnitsC 309 Specification for Liquid Membrane-Forming Com-pounds for Curing ConcreteC 404 Specification for Ag

6、gregates for Masonry GroutC 595 Specification for Blended Hydraulic CementsC 904 Terminology Relating to Chemical-Resistant Non-metallic MaterialsD 226 Specification for Asphalt-Saturated Organic FeltUsed in Roofing and WaterproofingD 227 Specification for Coal-Tar Saturated Organic FeltUsed in Roof

7、ing and Waterproofing3. Terminology3.1 DefinitionsFor definitions of terms used in this prac-tice, see Terminology C 904.FLOORS AND CONSTRUCTION UNITS4. Preparation of Concrete Fill or Subbase4.1 In new construction, the surface of the concrete fill shallbe free of mortar drippings, projecting joint

8、s, etc. Smoothsurfaces resulting from the use of plywood forms or a steeltrowel finish are not acceptable and must be given a coursesandpaper profile by blasting or mechanical scarifying. Thepreferred finish for new concrete floors after leveling is a woodfloat finish, followed by a single pass meta

9、l trowel finish. Thecontour of the finished surface must be free of ridges anddepressions, cracks, or open joints. When an old concretesurface is to be removed, it shall be cut out to provide thenecessary thickness for the new setting bed and the construc-tion unit. The surface must be clean, free o

10、f loose particles,hard, and roughened to ensure intimate bond with the new bedjoint. The edges around all cut-out sections shall be maintainedstraight and vertical. A final finishing of the edges by handchiseling may be necessary.4.2 A cleavage membrane consisting of waterproof buildingfelt as speci

11、fied in Specifications D 226 and D 227, or poly-ethylene sheeting 0.004 in. (0.10 mm) thick is generally usedover wood frame construction and is preferred for many othertypes of construction. It may be omitted over certain types ofconcrete bases of limited areas. Cleavage membrane shall haveedges ov

12、erlapped a nominal 2-in.4.3 CleaningAll dirt, dust, loose particles, surfacelaitance, and debris shall be removed from the concrete fill orsubbase by vigorous brooming, vacuuming, or other means.The surface must be free of grease, oil, or wax deposits.4.4 Screed StripsWood or metal strips shall be u

13、sed togage the thickness of the setting bed.4.5 Thickness of Setting BedThe setting bed shall be 1 to112 in. (25 to 38 mm) thick.4.6 Wetting Concrete Fill or SubbaseSeveral hours beforeplacing the setting bed, the prepared concrete surface shall bethoroughly saturated with clean water. About 1 h bef

14、ore1This practice is under the jurisdiction of ASTM Committee C03 on Chemical-Resistant Nonmetallic Materials and is the direct responsibility of SubcommitteeC03.02 on Mortar and Monolithics.Current edition approved Oct. 1, 2003. Published October 2003. Originallyapproved in 1957. Last previous edit

15、ion approved in 1998 as C 398 98.2For 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.1Copyright ASTM Internationa

16、l, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.placing the topping, all surface water shall be removed with amop or by other means.NOTE 1The procedure described in this paragraph does not apply tofloors installed over a cleavage membrane.4.7 Expansion JointsWh

17、en required, the expansion jointstrips shall be located and set in position. If the expansionjoints are not of the preset type, removable strips shall be set soas to keep the joints free of dirt and mortar.5. Cement Paste Slush Coat5.1 About 15 min before placing the setting bed, theconcrete slab su

18、rface shall be given a slush coat of grout. Thegrout shall consist of either neat cement and water, or cement,sand, and water. The slush coat shall not be spread over such alarge area that it will dry out before the setting bed is placed tocover it. The consistency of the slush coat shall be similar

19、 tothat of thick cream, and its thickness shall not exceed116 in.(1.6 mm).NOTE 2The procedure described in this section does not apply tofloors installed over a cleavage membrane.6. Materials and Manufacture6.1 Portland and Portland Blast-Furnace Slag CementsSee Specifications C 150 and C 595. No ca

20、lcium aluminatecement, lime, or admixture shall be mixed with these cements,in the mortar batch or in the mixing water.6.2 Calcium Aluminate CementNo portland or portlandblast-furnace slag cements, lime, or admixture shall be mixedwith this cement, in the mortar batch or in the mixing water.6.3 Aggr

21、egateThe aggregate shall be in accordance withSpecification C 144 or C 404, or both.6.4 BrickThese mortars may be used with masonry unitsof brick (clay or shale) meeting the requirements of Specifi-cation C 279, and with tile masonry units. The brick shall beclean and protected from frost damage. Br

22、icks shall be wettedseveral hours before laying, unless their gain in weightresulting from partial immersion flatwise in18 in. (3 mm) ofwater for 1 min is less than34 oz/30 in.2(0.11 g/cm2)ofimmersed area. There shall be no free water on the bricks whenlaid.6.5 WaterThe mixing water shall be approxi

23、mately neu-tral and shall be potable.6.6 Metal ReinforcingIf reinforcing is used, it shall bewelded wire fabric 2 by 2 in. (50 by 50 mm), and 16 by16-gage (0.65 by 0.65-mm), or expanded metal reinforcing notless than 1.8 lb/yd2(1.0 kg/m2).6.7 Expansion JointsWhen required, expansion jointcompound or

24、 premolded joints shall be as specified.7. Proportions7.1 The setting bed shall consist of one bag of cement and3ft3(0.085 m3) of sand (Note 3). For ordinary groutingconditions, the grout shall contain one bag of cement and 2 ft3(0.057 m3) of sand (Note 3); but for thin joints where a finersand is u

25、sed the mix shall consist of one bag of cement and notmore than 1 ft3(0.028 m3) of fine sand.NOTE 3Measurements of aggregate shall be in the damp, loosecondition.7.2 The water proportions may be determined as follows:For setting beds, only enough water shall be used to produce amoist surface after t

26、he setting bed has been placed and readyfor the tile or brick. Grouts to be squeegeed into joints shall beof the consistency of heavy cream. Pointing mortars shall be ofsuch consistency that when they are pressed into a vertical jointno slump of the mortar will occur.8. Mixing and Placing Setting Be

27、d8.1 All equipment shall be clean and free of other cement,lime, plaster, etc., prior to use. Each batch shall be mixed eithermechanically or manually until uniform. The setting bed shallbe spread and screeded until the surface is true and even inplane, either level or uniformly sloped for drainage,

28、 as speci-fied. As large an area as can be covered with the constructionunits before the mortar has reached its initial set shall be placedat one operation. When more setting mortar has been placedthan can be covered, the unfinished portion shall be cut back toa clean, beveled edge, removed, and dis

29、carded. Any metalreinforcement shall be placed approximately in the center ofthe setting bed.9. Setting of Construction Units9.1 A thin layer of neat cement paste132 to116 in. (0.8 to1.6 mm) in thickness shall be trowelled or brushed over thesetting bed. Neat cement paste132 in. thick may also beapp

30、lied to the bottom of each construction unit. The totalthickness of the layer of neat cement between the constructionunit, and the setting bed shall not exceed116 in. Do not laysetting bed far in advance of setting construction unit, and in nocase set them on a dry bed. Set the construction unit, be

31、foreinitial set has taken place. Beat the construction unit intocomplete and intimate contact with the plastic mortar. Set andlevel each construction unit immediately. Do not set large areasand then later level the construction units.10. Grouting Construction Units10.1 Grouting shall be done as soon

32、 as possible after theinitial set has taken place in the setting bed. Force the grout ormortar into the joints by troweling or some other suitablemethods to ensure a dense, void-free, flush finished joint. Donot let excess mortar or mortar scum dry and set on faces ofconstruction units. As grouting

33、progresses, strike excess mortarfrom joints and clean the faces of the construction units withclean burlap or sponges.11. Width of Joints11.1 Joints shall have a width of from14 to12 in. (6 to 13mm), depending on the size of construction unit, in accordancewith the manufacturers recommendations.12.

34、Curing12.1 It is essential that hydraulic cement mortar or groutjoints be properly cured to ensure maximum retention of themixing water. Improperly cured joints will result in soft, dustyjoints with low physical properties, that is, poor tensile,flexural, and adhesion to the construction units and s

35、ubstrate.Water is the most effective media for curing cementitious-typeC 398 98 (2003)2joints. Acceptable methods for curing hydraulic cement mortaror grout joints are as follows:12.1.1 Ponding MethodDikes are set up as required andsufficient water placed into the diked area. A tank or vessel maybe

36、filled with water. To prevent thermal stresses, the watershould not be more than 20F (11C) cooler than the mortar orgrout joints.12.1.2 Burlap MethodCover the surface to be cured withclean burlap or other suitable material and keep wet by foggingwith water throughout the curing period. Cover materia

37、l shouldbe free of sizing or foreign material that could discolor, attack,hasten, or retard the curing process. New burlap, prior to use,should be thoroughly soaked and rinsed in potable water toensure freedom from contaminants.12.1.3 Vapor Barrier MethodThe surface to be curedshould be thoroughly w

38、etted with spray or fog nozzles andcovered with an impermeable vapor barrier. Acceptable barri-ers are waterproof paper, polyethylene, and polyvinyl chloridefilms. In hot, dry atmospheres, periodic flooding of the surfacebeneath the vapor barrier is required. White pigmented filmsshould be used in h

39、ot weather. All sheet materials mustconform to standard specifications for sheet materials forcuring concrete, in accordance with Specification C 171.12.1.4 Curing Compound MethodLiquid membrane-forming compounds can be used as curing membranes. Thesematerials cure by retaining the water already pre

40、sent in themasonry components; that is, construction units, bed, andjoints. Curing compounds must be applied immediately fol-lowing installation of the construction unit surface in order toprevent loss of moisture due to evaporation. Sequence ofapplication is critical. All curing compounds should co

41、nform tothe requirements of standard specifications for liquidmembrane-forming compounds for curing concrete in accor-dance with Specification C 309.NOTE 4Caution: The use of liquid membrane-forming compoundscould prevent adhesion of any subsequent surface treatments desired to beapplied over the co

42、nstruction unit surface.12.1.5 Attention to curing ensures high-early strength. Withcalcium aluminate cement, sufficient curing is attained at theend of 24 h and, with portland and portland blast-furnace slagcements at the end of seven days. The installation may beplaced in operation immediately fol

43、lowing the cure period.WALLS, LININGS, CHIMNEYS, ETC.13. Materials and Manufacture13.1 Portland and Portland Blast-Furnace Slag CementsSee 6.1.13.2 Calcium Aluminate CementSee 6.2. If additionalworkability is needed, from 3 to 5 lb (1.5 to 2.5 kg) of plasticfireclay may be added per bag of cement.13

44、.3 AggregatesSee 6.3.13.4 BrickSee 6.4.13.5 WaterSee 6.5.14. Proportions14.1 The mortar shall consist of 1 bag of cement and notless than 212 ft3(0.07 m3) nor more than 312 ft3(0.1 m3)ofsand (Note 3). An average mortar is generally considered toconsist of one bag of cement and 3 ft3(0.085 m3) of agg

45、regate,measured in the damp, loose condition. Only enough watershall be used to produce a moist surface prior to laying thebrick.15. Mixing Mortar and Laying Construction Units15.1 All equipment shall be clean and free of other cement,lime, plaster, etc., prior to use. Each batch shall be mixed eith

46、ermechanically or manually until uniform. The amount of mortarmixed at one time shall not exceed the amount that the masoncan use within a period of 30 min. In most cases, the mortarjoints should have a width of38 in. (9 mm).15.2 Mortar shall be plastic, smooth, and workable. Periodicremixing of the

47、 mortar during use may be necessary tominimize stiffening.15.3 All bed and head joints shall be completely filled withmortar. Bed joints are satisfactorily filled by spreading a thickbed of mortar and making a shallow furrow. Filling head jointsshall be done by placing a heavy buttering of mortar on

48、 the endof the construction unit, pressing it down into the bed joint andpushing it into place so that the mortar squeezes out from thetop and sides of the head joint. Mortar shall correspondinglycover the side of the construction unit, before placing as aheader. The excess mortar squeezed from the

49、joints shall bestruck even with the wall and tooled at the proper time toproduce a smooth concave joint. The construction units shallnot be moved after initial contact with the mortar. If out of line,remove the construction unit and relay.15.4 It is customary to lay the construction units 112 to 2 in.(37 to 50 mm) away from the structural substrate or wall.Spacing is maintained by the use of spacer blocks. After jointshave set, the space between the structural wall and constructionunit lining is filled with a poured grout backing (Grout rati