施工技术
施工技術
시공기술
CONSTRUCTION TECHNOLOGY
2014年
5期
9-12
,共4页
赵同峰%张晓平%孙长征%陈谦
趙同峰%張曉平%孫長徵%陳謙
조동봉%장효평%손장정%진겸
灌缝料%超早强%流动度%胶砂比%膨胀性能
灌縫料%超早彊%流動度%膠砂比%膨脹性能
관봉료%초조강%류동도%효사비%팽창성능
filling materials%super early strength%fluidity%cement-sand ratio%expansion properties
选用42?5级普通硅酸盐水泥、高铝水泥和石膏多元复合体系辅以多种外加剂研制出高性能超早强灌缝材料( TUSPM),系统地进行了不同胶砂比和膨胀剂掺量的研究,并对胶砂比1?5的微观结构进行分析。结果表明:该体系辅以多种外加剂可以配制出初始流动度达325mm,30min流动度>280mm,终凝时间(50±5)min,1d抗折强度达13?58MPa,1d抗压强度达39?3MPa,7d抗折强度达17?92MPa,7d抗压强度达71?8MPa,28d抗折强度强度>19MPa,28d抗压强度>99MPa,该体系微观结构紧凑致密,膨胀性能满足要求。
選用42?5級普通硅痠鹽水泥、高鋁水泥和石膏多元複閤體繫輔以多種外加劑研製齣高性能超早彊灌縫材料( TUSPM),繫統地進行瞭不同膠砂比和膨脹劑摻量的研究,併對膠砂比1?5的微觀結構進行分析。結果錶明:該體繫輔以多種外加劑可以配製齣初始流動度達325mm,30min流動度>280mm,終凝時間(50±5)min,1d抗摺彊度達13?58MPa,1d抗壓彊度達39?3MPa,7d抗摺彊度達17?92MPa,7d抗壓彊度達71?8MPa,28d抗摺彊度彊度>19MPa,28d抗壓彊度>99MPa,該體繫微觀結構緊湊緻密,膨脹性能滿足要求。
선용42?5급보통규산염수니、고려수니화석고다원복합체계보이다충외가제연제출고성능초조강관봉재료( TUSPM),계통지진행료불동효사비화팽창제참량적연구,병대효사비1?5적미관결구진행분석。결과표명:해체계보이다충외가제가이배제출초시류동도체325mm,30min류동도>280mm,종응시간(50±5)min,1d항절강도체13?58MPa,1d항압강도체39?3MPa,7d항절강도체17?92MPa,7d항압강도체71?8MPa,28d항절강도강도>19MPa,28d항압강도>99MPa,해체계미관결구긴주치밀,팽창성능만족요구。
The super early strength filling materials with high performance was developed by 42?5 ordinary portland cement, high alumina cement, multicomponent complex system of gypsum with many kinds of additives. The different cement-sand ratios, expansive dosage, and the micro structure of cement-sand ratio 1?5 were studied. The results showed that the system supplemented by a variety of additives was that the initial fluidity was 325mm, 30min fluidity was greater than 280mm, final setting time was (50 ± 5) min, 1d flexural strength was 13?58MPa, 7d flexural strength was 17?92MPa, 28d compressive strength was 99?6MPa. The micro structure of the system was compact and dense, expansion properties met the requirements.