外包钢套与加大截面综合加固法的探讨  

Study on the Reinforcement of Enveloped Steel and Enlarging Section

作　　者：郭容宽[1] 江云亮 葛春雷[3] 

机构地区：[1]广西机电职业技术学院,南宁530007 [2]中国轻工业南宁工程设计有限公司,南宁530000 [3]广西交通职业技术学院,南宁530000

出　　处：《价值工程》2011年第9期48-48,共1页Value Engineering

摘　　要：对混凝土受压构件各种常用加固方法的特点进行比较,在此基础上提出加固柱子的外包钢套与加大截面的综合加固法,并将锚杆连接技术应用于新旧材料的粘结界面,加强了新旧材料的共同工作性能。The characteristics of various reinforcing methods of concrete compression members are compared,on this basis,the comprehensive strengthening way of outsourcing of reinforcing steel sleeve column with increasing cross-section are proposed,and anchor bolt connecting technology is applied in the old and new material bonding which enhances performance of old and new materials working together.

关 键 词：外包钢套 加大截面 锚杆 

分 类 号：TU74[建筑科学—建筑技术科学]