福建建设科技
福建建設科技
복건건설과기
FUJIAN CONSTRUCTION SCIENCE & TECHNOLOGY
2014年
4期
49-52
,共4页
高层建筑%基础埋置深度
高層建築%基礎埋置深度
고층건축%기출매치심도
High-rise Building%Embedment Depth of Foundation
本文结合工程实例，针对高层建筑不满足基础埋置深度的情况，对小，中，大震工况下桩基的抗压、抗拉和水平承载力进行验算，确认主体结构在地震作用和水平风荷载作用下满足整体倾覆验算需采取的措施。
本文結閤工程實例，針對高層建築不滿足基礎埋置深度的情況，對小，中，大震工況下樁基的抗壓、抗拉和水平承載力進行驗算，確認主體結構在地震作用和水平風荷載作用下滿足整體傾覆驗算需採取的措施。
본문결합공정실례，침대고층건축불만족기출매치심도적정황，대소，중，대진공황하장기적항압、항랍화수평승재력진행험산，학인주체결구재지진작용화수평풍하재작용하만족정체경복험산수채취적조시。
Combined with practical engineering and on the condition that the embedment depth of foundation couldn 't satisfy the requirement of high-rise building design , this paper carries out the checking calculation of compressive , tensile and lateral capacity of pile foundation under frequent , moderate and rare earthquake .Corresponding technical backups are verified to meet the requirements of integral overtur -ning stability for main structure under earthquake and lateral wind loading .
