斜插式桩板墙中的钢筋定位技术研究  

Study on Reinforcement Location Technology in Inclined Inserting Slab-pile Wall

作　　者：屈俊童[1] 字晓雷 陈雷[1] 段自侠 孙再斌 张智聪[1] QU Juntong;ZI Xiaolei;CHEN Lei;DUAN Zixia;SUN Zaibin;ZHANG Zhicong(Yunnan University,Kunming 650500,China)

机构地区：[1]云南大学,昆明650500

出　　处：《路基工程》2018年第5期154-157,共4页Subgrade Engineering

摘　　要：斜插式桩板墙作为一种新型的支挡结构,因其自身的环保性、美观性、经济性等而备受青睐。但在斜插式桩板墙的施工过程中,斜插板锚固钢筋的定位一直是个困扰施工的技术难点。为此,通过具体案例论证了工程中常见的锚固钢筋定位技术,在此基础上研究提出了新型的钢筋定位技术。As a new retaining structure,the inclined inserting slab-pile wall is highly favored due to its environmental protection,beautiful and economic properties.However,during the construction of the wall,the location of inclined inserting anchor bar is always a technical difficulty troubling the construct.Hence,the common reinforcement location technologies in the project are demonstrated through specified cases.Based on which,a new reinforcement location technology is studied and proposed.

关 键 词：斜插式桩板墙 钢筋定位技术 定位板 高程定位 水平定位 

分 类 号：U417.1[交通运输工程—道路与铁道工程]