本规乎乎是根据《闽东能源阳关 r· F.i在 2010 年第一批能源领 域行业标准:i.~1 Ji式收…… …… 47 4.38 混凝土作和物l ~控股水事试验……… , 33 VI VII DlJT SIS0 - 2017 DlJT 5 150 - 2017 4.39 混汲土卒’llt在靠自位试险……………·………“…… 134 7.12 水泥砂浆抗浴性试锐………………………··……··… 198 5 金级配混凝土…·………………··…··”…………··……··…138 附录A 混被土导温系数旦值和~值的关系农 5. 1 会级配混凝土试件的成盟与养护…………………………··…·· 138 80 D 5.2 金级配混凝土抗压强度试验……………………………139 〈高度为且径2 倍的阪柱体〉…-………··………………200 5.3 金级配混凝土劈裂抗拉强度试’盘…………················· 140 附录B 回弹法测区混凝土强度换算表…·……“……·········· 2日 S.4 金级配混凝土弯幽试’在……………· 141 本规程用词说明…·…·………………………”……………..228 s.s 全级配滋事是土输向位仰试梭… .. . …… 1 43 引用标准名录”··……··…….. ... .………. ………H……………229 S .6 金银配混凝土份为抗庭费单位筷,E试验 ·?·??145 附:条文说明... .. ………………··…………… .…·…·· · ··· ·· · ···231 S.7 金级配混凝土浴透系’k试险……”··” ... .……··……………147 6 现场混凝土性能试验… . ……………·········· 150 6. 1 囡掰法检测混被土抗压强度……”…········ 150 6.2 超声回弹综合法位测混凝土抗压强度…… ..………· 157 6. 3 射钉法检测混凝土强度……·……………………162 6.4 钻芯法~测混凝土温度…………-…………………1 68 6. S 钻芯法检测海被土抗浴性…·……………………··……………1 71 6.6 .占;;:;位拔法检测混凝土徽绪强度 ”. ... .. …·· 17 1 6.7 混凝土中钢筋半电池电位试’企H………………······ ········ ··· ······· 174 7 水泥砂浆. ... .. .. . .……………. . . ……………………·· 179 7. 1 水泥砂浆室内拌和与现场取样…………………·· ······· 179 7. 2 水泥砂浆稠度试险… …………… ... .…······ ············ 180 7. 3 水泥砂浆泌水率斌’鱼…·…………··……………………·· 182 7.4 水泥砂浆密度试验及含气,量计算…………………········· 183 7.5 水泥砂浆含气量斌’盘…………………… 185 7.6 水泥砂浆抗压强度试’盘…·………………... ... ………… 187 7.7 水泥砂浆,雪裂抗拉强度试’鱼……··”… 189 7.8 水泥砂浆’占岛市锁151.试.’由…… ………-……… 190 7.9 水111!砂浆糊l~l~例’以~ ····················································……192 7. 10 水洲砂狼p销捕illK~’由…… …········ · ·· ··· ····· ··· ·· 195 7. 11 水’国钞’应优锹饨以’也 ,…”… 196 Vlll IX DL/T SJS0-2017 DL/T SlS0 - 2017 4 .9 Test ofbondmg between c。ncrctc a.nd s1四I bar …………………··4 7 4 .10 Compressive cπep 1es1 …………·……········SI Contents 4 . 11 Tensile creep test …………………………… 4 .12 Dry shrinkage test ……·················61 General provision s … 4 13 Aut。gcnous volume deformati。n test ……… ··63 2 Tcnns ···································………... ·······2 4 .14 1、crmal diffusivity test ··············…………························65 3 Concrete mixture ················………………·……………3 4 . 15 Thermal conductivity c出ffic1en1 l由I ???? ????………69 3. 1 Mixing method in la悦目崎ry and field 坦mpling····……··………··……3 4 .16 Specific heat t四………………··……········73 3.2 Slump t臼t ………………·… ·?···…5 4 .17 Linear expansion coeffi cient 回到……··……··…………········76 3.3 Vebc consistency test ········…………………·········7 4 . 18 Adiabatic tempera阳re ri四test··· ········…………………· 77 3.4 Slump now test ……········………………… ……·········9 4 . 19 Anti ·obrasion test …··········80 3.5 Bleeding rate test ……··……………·……···············10 4.20 Anti ·nbrusion test …·82 3 .6 Pressure bleeding rate tc剖 ……·…······· 12 4 .21 Anti-abrasion test ········……·22 4 .26 Frec.zing ·thawmg resistance test …………··97 3.12 Water『eemenrit1 ous material rauo test …· · · ······ 24 4.27 Dynomie elastic m础,lus test ·················99 4 Concrete············································……………··········27 4 .28 Air bubble paramete暗t臼t 。f hardened concrc胆 …… …· 102 41 Me曲创s f。r making and curing conerctc s拟出imcns········· ……27 4 .29 Electrocbcmistry t酬。f steel bar COrTosion in concrete 4.2 c。mprcssive strcn仙test ofc。ncrete eub臼……··……………29 ········………··109 4.5 Axial tensile test ································………..34 4.31 Car也onation test·…………………………………………………………. 112 4.6 Flexural strength test ………………38 4.32 Quick test 。n resistance ofchloride ion diffusion ························114 4.7 Sh臼r strength t臼r…………………………………………………………··42 4.33 Quick test of steel bar corTOsion in concrete …··…“………·…121 4 .8 Test of axial compressive s町cngth and stati c compressive 4.34 Pois剖旷s ratio of concrete in compression·············…·················124 elastie modulus· ················……………·······44 4.35 Quick tc目。f compressive strength ········…-- ·-- ·· … 127 x XI our 5 150 - 2011 DLfl『 5150 -2017 4 .36 Air penn国bility test ” ..………··……··……………··…….. 128 7.6 c。mpressive slrength test··……………………·…··……·187 4.37 Methods for making and curing vacuum-dehydrating concrete 7.7 Splitting tensile s阳ngth test··························… ... ..…···········189 specimens··········………… 131 78 B。nding str町、gth test··……………· 190 4.38 Dehydrati。nrati。t臼t of fresh concrete ······…………········133 7.9 Axial tensile test ·…………………………………………………………·· 192 4.39 Crack resistance 。fc。ncrete at early age··…………··········134 7. I 0 Dry shrinkage wet bulking ) t四t …………………·········195 5 Fully-graded concrete·…·………··…………………………··138 7.11 Freezing-thawing resistance test················………… 196 5.1 Methods for making and curing concrete specimens·················…·· 138 7.12 Anti-seepage test ………··………··“………·……··………… 198 5.2 c。mpressive strength test ··……………·······················139 θ at Appendix A Relationship between - and-:;- in thermal 5.3 Splitting tensile s阳ngth t臼t ……·……………… 140 80 D 5.4 Flexural strength t臼t …······… . .. . ... .. . ...……141 diffusivity test····……··………………··……·······200 S.S Axial ten sile test ··……………·························…························143 Appendix B Conversion factors ofcompressive strength of 5 6 Static compr能sive elastic modulus test ………………………… 145
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