抗浮锚杆在黄石体育馆工程中的应用  

APPLICATION OF ANTI-FLOATING ANCHOR BAR IN HUANGSHI GYMNASIUM PROJECT

作　　者：续宪宏[1] 

机构地区：[1]黄石理工学院土木建筑工程学院,湖北黄石435003

出　　处：《建筑技术》2012年第3期220-221,共2页Architecture Technology

摘　　要：黄石体育馆地下二层为游泳馆,原设计底板为无承台的抗拔排桩。为满足工期要求,改为抗浮锚杆。锚杆集中布置在柱下,对穿过底板的锚杆钢筋位置采取防水措施,正式施工前进行抗拔极限承载力检测,加快了施工进度,满足了设计要求。A swimming pool is designed in basement 2 of Huangshi Gymnasium. Uplift row pile without bearing platform is design at the bottom of swimming pool according to the original design, but it is changed into anti-floating anchor bar, so as to satisfy the requirements of construction schedule. Anchor bars are concentratively arranged under columns, and waterproof measure is adopted at position where anchor bar passes through the bottom plate, Before formal construction, uplift ultimate bearing capacity is tested. The construction schedule is accelerated and design requirements satisfied.

关 键 词：抗浮锚杆 底板防水 锚杆注浆 

分 类 号：TU753[建筑科学—建筑技术科学]