摘要
描述6座100 m以上钢筋混凝土高烟囱切口支撑部破坏外观摄影监测、应力-应变和大变形电测以及破坏响应,对观测系统、仪器以及观测结果进行分析。观测结果与流行观点相悖的有:切口支撑部在爆破后立即承受自重突加载荷;烟囱倾倒时支撑部失稳破坏始于大偏心脆性断裂;烟囱自重和拉区弯矩形成的载荷与压区抗力的纵向平衡决定中性轴后移。
This photogrammetric monitoring,electronic measure of stress-strain,deformation and damaging dynamic responses of cutting-support of 6 reinforced concrete chimneys,which are not lower than 100 m,are described.The surveying system,apparatus and results are presented.Computer apparatus with many photogrammetric monitors are first adopted.Image edition with supplementary processing of misadjust,denoise and amplifying can be processed by the computer.Its apparatus is simple,and software is mature and technique can be applied to observing outward appearance of construction unit damaged during demolishing high rise buildings by blasting.The achieved results of survey that are different with popular opinions are,during chimney collapsing,initial stability of cutting-support is lost since pliable fracture is conformed to large eccentric center appears,and neutral axis is static or in front.The resistance force of damaged concrete restrained by steel bar is lost completely.It can be recognized by analyzing survey that after blasting,cutting-support is suddenly loaded with weight during collapsing,and cutting-support of chimney will lose initial stability since brittle fracture with large eccentric center appears.Therefore,the neutral axis moving backward is formed from lengthwise balance of resistance force on pressure region,which includes the damaged concrete restrained by steel bar with loadings from chimney weight and moment of tensile region.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2006年第z2期3513-3517,共5页
Chinese Journal of Rock Mechanics and Engineering
关键词
混凝土结构
钢筋混凝土烟囱
切口支撑部
拆除爆破
自重突加载荷
大偏心脆性断裂
中性轴
concrete structure
reinforced concrete chimney
cutting-support
demolition blasting
sudden load with weight
brittle fracture with large eccentric center
neutral axis