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超早强修补混凝土路用性能研究 被引量:2

Study on the road performanee of the conerete with super-rapid strength agent
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摘要 本文通过大量试验研究 ,成功地研制开发出水泥混凝土路面板块超早强修补材料 HW系列修补剂。试验结果表明 ,该系列修补剂不仅可使普通水泥混凝土在 6h内抗折强度达到 3 5MPa以上 ,后期强度不衰减 ,并能使混凝土保持较低的脆性和抗折弹性模量 ;试验结果同时表明 。 Based on the indoor tests and researches, the super rapid mending material, one series of the HW mending agents, is successfully developed for the cement concrete pavementdecks. The experiment result show that the fiexural strength of the cement concretetreated with this mending material can reach 3.5MPa within 6h without lowering its latestrength. At the same time, the brittleness and temperature shrinking of concrete can bedecreased, but the ruptnre modulus and ffiction resistance are increased. 〔
出处 《混凝土》 CAS CSCD 2001年第7期37-40,共4页 Concrete
关键词 超早强修补剂 水泥混凝土路面 温度收缩 配合比 super rapid strength agent concrete road performance
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  • 1交通部水泥混凝土路面推广组.水泥混凝土路面研究[M].北京:人民交通出版社,1997..
  • 2[2] American Research Council. Synthesis of Current and Projected Concrete Highway Technology(SHRP-C-345)[R],1993.8.
  • 3[3] National Research Council. Strategic Highway Research Program. 1990. Carbon fiber reinforced concrete. Contract no. SHRP-87-iDo12:Quarterly progress report[R]. Washington:SHRP, National Research Council.
  • 4[4] Guntert, R. M. 1989. New Developments in Concrete Slipform Paving Equipment for the 21st Century. In Engineering 21st Century Highways:Proceedings of Conference April 24~26,1988,ed.T.A.Hall,232-46[R]. New York:American Society of Civil Engineers.
  • 51999-05-31

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