【正文】 ksshouldbemeasuredeveryplace,andtheaverageistheresult. Thecornerofthewallbodyandthejunctionofthecrosswallsshouldbebuiltatthesametime.Thetemporaryintermittenceshouldbebuiltcrosswise,andthehorizontalprojectionlengthshouldnotbelessthan2/3oftheheight.Thequantityofthespotcheck:the20%junctionsshouldbesampledfromeveryverificationsets.Thewayofinspection:observationinspection. Theaxiallinedisplacementandtheverticalitydisplacementofthemasonryshouldobservetheregulationinthisrecord. Themonitems Theverticalseamthicknessandthehorizontalseamwidthofthewallbodyshouldbe10mm,butnotgreaterthan12mmandnotlessthan8mm.Thequantityofthespotcheck:theamountoftheinspectionpointseveryfloorshouldnotbelessthan3.Thewayofinspection:Toreducetheheightof5piecesofsmallsizebricksmeasuredwiththeruleandthelengthofthe2mmasonry. Theallowabledeviationofgeneralsizeofthesmallsizebrickswallbodyshouldobservetheregulationandtheitems1~5intheforminthisregulation.5 Themasonryengineeringofthestones Generalregulations Thetextureofthestonesusedinthestonemasonryshouldbepact,andwithoutthedecencyandcracks.Thestonesusedinthedrywallsandthepolesurfacesshouldbecolory Theextraneousponents,suchasthemudandtheincrustation,onthesurfaceofthestonesshouldbecleanedbeforebuilding. Thejointthicknessofthestonemasonry:thecoarsestonesandtherubbleashlarshouldnotbegreaterthan20mm.Thefinestonesshouldnotbegreaterthan5mm. Afterthemortarcoagulatesinitially,ifthelaidstonesneedtobemoved,theoriginalmortarshouldbecleaned,andthestonesshouldbelaidoveragain. Thefirststonetobuildtheroughashlarbaseshouldcoatthemortarandthebiggerplaneshouldbedownward.Thestonesofthefirstlayertobuildtheconstructionbaseshouldcoatthemortar,andthelayershouldbebuiltasthetshapedone. Thefirstlayer,thecorners,thejunctionsandtheholesoftheroughashlarmasonryshouldusethebiggerflatroughashlar.Thehighestlayerofthemasonryofeveryfloor(includingthebase)shouldusethebiggerroughashlar. Thebuildingoftheearthretainingwallshouldobservethefollowingregulations:1. Every3~4layerisonedelaminationheightwhichshouldbeleveledonce.2. Theseamthicknessoftheexposedplaneshouldnotbegreater40mm,thestaggerjointbetweentwodelaminationheightsshouldnotbelessthan80mm. Ifthemiddlepartofthetearthretainingwallismadeoftheroughashlar,thelengthbywhichthetshapedstonesextendintotheroughashlarshouldnotbelessthan200mm. Ifthereisnoregulationforthedesignoftheflushhole,theconstructionshouldobservethefollowingregulations:1. Theflushholesshouldlocatedevenly.Oneflushholeislocatedatintervalsofabout2mevery1mintheheight.2. Thegraitorthereducedstoneshouldbepavedasthedrainagelayerwhoseheighandweigthare300mmandwhosethicknessis200mmbetweenthetheflushholeandthesoilbody. Thefilloftheinnersideoftheearthretainingwallshouldbepoundedhierarchically.Thethicknessofthehierarchicallooseearthshouldbe300mm.Thesoilsurfaceofthetopofthewallshouldbemadeastheproperslopeinordertoleadtherunningwatertotheoutsideoftheearthretainingwall. Themasteritems Theintensitygradeofthestonesandthemortarshouldmeetthedemandofthedesign.1. Thequantityofthespotcheck:Onegroupshouldbesampledfromtheidenticalhabitat.Thequantityofthespotcheckofthemortartestblockshouldobservetheregulationinthisregulation.2. Thewayofinspection:theverificationofthestoneshouldrefertothecertificateoftheproductquality.Theverificationofthestoneandthemortarshouldrefertothetestreportofthetestblock. Thefullnessgradeofthemortarshouldnotbelessthan80%Thequantityofthespotcheck:theplacessampledfromonebatchshouldnotbelessthan1.Thewayofinspection:Toobserve..