中国石油大学学报(自然科学版)
中國石油大學學報(自然科學版)
중국석유대학학보(자연과학판)
JOURNAL OF CHINA UNIVERSITY OF PETROLEUM(EDITION OF NATURAL SCIENCE)
2014年
4期
180-185
,共6页
孙华东%范维玉%张锐%董夫强%孔祥军%梁明%钱成多%南国枝
孫華東%範維玉%張銳%董伕彊%孔祥軍%樑明%錢成多%南國枝
손화동%범유옥%장예%동부강%공상군%량명%전성다%남국지
石油沥青%煤沥青%调和沥青%乳化性能%蒸发残留物性能
石油瀝青%煤瀝青%調和瀝青%乳化性能%蒸髮殘留物性能
석유력청%매력청%조화력청%유화성능%증발잔류물성능
petrOleum asphalt%cOal tar pitch%blended asphalt%emulsificatiOn prOperty%perfOrmance Of evapOratiOn residue
将煤沥青与秦皇岛AH-90沥青进行调和及乳化,考察调和沥青及调和后乳化沥青的性质,研究煤沥青的种类及掺量对调和沥青及乳化沥青性质的影响规律。结果表明:煤沥青中大量甲苯不溶物(煤粉)的存在使得调和沥青和乳化沥青蒸发残留物的25℃延度大幅度下降,难以达到标准要求;l #和2#煤沥青最大掺量分别为25%和20%时,乳化沥青的l d和5 d稳定性合格;相同煤沥青掺量时,l#调和沥青及乳化沥青蒸发残留物较相应的2#调和沥青及乳化沥青蒸发残留物的针入度小、25℃延度大、软化点高;随着煤沥青掺量的增大,两种调和沥青及乳化沥青蒸发残留物的25℃延度、针入度都呈现下降趋势,软化点呈升高趋势。
將煤瀝青與秦皇島AH-90瀝青進行調和及乳化,攷察調和瀝青及調和後乳化瀝青的性質,研究煤瀝青的種類及摻量對調和瀝青及乳化瀝青性質的影響規律。結果錶明:煤瀝青中大量甲苯不溶物(煤粉)的存在使得調和瀝青和乳化瀝青蒸髮殘留物的25℃延度大幅度下降,難以達到標準要求;l #和2#煤瀝青最大摻量分彆為25%和20%時,乳化瀝青的l d和5 d穩定性閤格;相同煤瀝青摻量時,l#調和瀝青及乳化瀝青蒸髮殘留物較相應的2#調和瀝青及乳化瀝青蒸髮殘留物的針入度小、25℃延度大、軟化點高;隨著煤瀝青摻量的增大,兩種調和瀝青及乳化瀝青蒸髮殘留物的25℃延度、針入度都呈現下降趨勢,軟化點呈升高趨勢。
장매력청여진황도AH-90력청진행조화급유화,고찰조화력청급조화후유화력청적성질,연구매력청적충류급참량대조화력청급유화력청성질적영향규률。결과표명:매력청중대량갑분불용물(매분)적존재사득조화력청화유화력청증발잔류물적25℃연도대폭도하강,난이체도표준요구;l #화2#매력청최대참량분별위25%화20%시,유화력청적l d화5 d은정성합격;상동매력청참량시,l#조화력청급유화력청증발잔류물교상응적2#조화력청급유화력청증발잔류물적침입도소、25℃연도대、연화점고;수착매력청참량적증대,량충조화력청급유화력청증발잔류물적25℃연도、침입도도정현하강추세,연화점정승고추세。
TwO types Of cOal tar pitches and QinhuangdaO AH-90 petrOleum asphalt were blended and emulsified. The influ-ences Of cOal tar pitch types and dOsages On the prOperties Of blended asphalt and emulsified asphalt were investigated. The experimental results shOw that the cOal tar pitches cOntaining a lOt Of tOluene insOluble ( pulverized cOal) lead tO the ductility at 25 ℃ Of the blended asphalt and evapOratiOn residue Of the emulsified asphalt decrease significantly, which cannOt meet the specificatiOn. When the maximal dOsages Of cOal tar pitch l# and 2# are 25% and 20%, the ld and 5d stability results Of the emulsified asphalts meet the standard. At the same cOal tar pitch dOsage, the blended asphalt and its emulsiOn evapOra-tiOn residue by adding cOal tar pitch l # have less penetratiOn at 25 ℃, and have larger ductility at 25 ℃ and sOftening than thOse by adding 2#. With the dOsage Of the twO cOal tar pitches increasing, the blended asphalts and the emulsiOn evapOratiOn residues present the reduced tendency fOr ductility and penetratiOn at 25℃, while the sOftening pOint shOws increasing trend.