摘要
分析超长钢筋混凝土有害裂缝形成的原理,建议采用膨胀加强带和间歇时膨胀加强带的布置,来确保超长钢筋混凝土结构无缝施工.
This paper analyzes the reason of harmful crack of overlengthy armored concrete, and suggests that inflation strengthening strip and batch inflation strengthening strip should be applied so as to ensure the no-crack construction.
出处
《河北建筑工程学院学报》
CAS
2008年第1期24-25,共2页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
超长钢筋混凝土
膨胀混凝土
后浇带
overlengthy armored concrete
inflation concrete
after-watering strip
