摘要
通过对无机胶植筋试块进行静力拉拔试验,观察试块破坏形态,分析了混凝土强度、保护层厚度、横向配筋、钢筋直径等对无机材料后锚固粘结性能的影响。为《混凝土结构工程无机材料后锚固技术规程》的编制提供了理论依据。
Through the static test and observing the failure mode of concrete test cubes,it was analyzed the influence of concrete strength,concrete cover thickness,internal reinforcement cage(transverse reinforcement),reinforcement diameter on the inorganic material post-anchoring bond property.Which provides the theoretical basis for compiling Technical Specification for Post-anchoring used in Concrete Structure with Inorganic Anchoring Material.
出处
《工业建筑》
CSCD
北大核心
2013年第S1期630-632,共3页
Industrial Construction
关键词
后锚固
无机材料
拉拔试验
post-anchors
inorganic material
pull-out test
