首页|C30自密实细石混凝土性能及微观结构研究

C30自密实细石混凝土性能及微观结构研究

扫码查看
建设超高薄壁特大型桥梁对混凝土性能具有一定要求.文中依托四川某特大型悬索桥主塔建设,基于致密堆积理论配制C30自密实细石混凝土,并对其性能与微观结构进行研究.结果表明,20%掺量的Ⅱ级粉煤灰,坍落度增加10.4%,28 d抗压降低3.6%.8%掺量的CEA膨胀剂28 d抗压强度比未添加膨胀剂的对照组降低14.1%,坍落度和扩展度分别降低13.2%与3.8%.同时SEM试验结果表明加入10%的CEA膨胀剂自密实混凝土产生了过度膨胀,内部结构被破坏.
Study on the Property and Microstructure of C30 Self-compacting Fine Stone Concrete
The construction of ultra-high thin-walled super large bridges has certain requirements for the performance of concrete.Based on the construction project of the main tower of a super large sus-pension bridge in Sichuan,the theory of dense packing was used to prepare C30 self-compacting fine aggregate concrete,and the properties and microstructure were studied.The results showed that with a 20%dosage of Grade Ⅱ fly ash,the slump was increased by 10.4%,but the 28 day compressive strength was decreased by 3.6%.The 28 day compressive strength of the CEA expansion agent with an 8%dosage was decreased by 14.1%compared to the control group without the addition of the ex-pansion agent,and the slump and expansion was decreased by 13.2%and 3.8%,respectively.At the same time,the SEM test results showed that the addition of 10%CEA expansion agent SCC resulted in excessive expansion and internal structure damage.

self-compacting fine aggregate concretedense packing theoryperformance tuningmi-crostructure

王开凤、李存、王长林、袁文、朱云升

展开 >

武汉理工大学交通与物流工程学院 武汉 430063

四川省交通建设集团有限责任公司 成都 610047

自密实细石混凝土 致密堆积理论 性能调控 微观结构

2024

交通科技
武汉理工大学

交通科技

影响因子:0.495
ISSN:1671-7570
年,卷(期):2024.(5)