摘要
临沂市国际金融大厦基础筏板在冬季连续浇注3850m3混凝土施工中,从配合比的设计、温差、温度、混凝土的浇注技术及养护等方面,采取有效措施,成功地控制了混凝土温度裂缝的产生。
In construction of foundation plate of the Linyi International Financial Mansion, 3850m3 of concrete were poured into continuously in winter. Because many efbective management measures were taken, such as, the ratio of concrete components, temperature, defference in temperature, the pouring technique and maintenance of eoncrete, etc., cracks in concrete credted by the elfect of temperature were sontroled successfully.
出处
《山东矿业学院学报》
CAS
1999年第2期83-85,共3页
Journal of Shandong University of Science and Technology(Natural Science)
关键词
大体积混凝土
裂缝
施工质量控制
大厦
large volume of concrete
crack
difference in temperature
measure