建筑物倾斜纠偏

JIANZHUWUJIUPIAN（YOUCHENGJIUQING）SHIZHIYIYOUJIANZHUWUYOUYUMOUZHONGYUANYINZAOCHENGPIANYICHUIZHIWEIZHI，ERFASHENGQINGXIE，YANZHONGYINGXIANGSHIYONG，SHENZHIWEIHAIZHUHUSHENGMINGCAICHANHEGONGCHANGSHENGCHANANQUANSHI，SUOCAIQUDEJIUQINGFUZHENGJIAGUCUOSHI，YIQIHUIFUQIZHENGCHANGSHIYONGGONGNENG。

JIANZHUWUQINGXIEYUANYIN：

（1）土层厚薄，软硬不均（2）地基稳定性差，受环境影响大；（3）勘察不准，设计有误，基地压力大；（4）建筑物重心与基底的形心偏离过大；（5）地基土软弱；（6）相邻建筑物应力重叠，地震使土液化、地下开挖、抽地下水等。 

方法

JIANZHUWUJIUPIANCHANGYONGFANGFATONGCHANGCAIYONGPOJIANGFA、TAISHENGFAHEZONGHEFANGFADENG

迫降法

POJIANGFASHIZAIQINGXIEJIANZHUWUCHENJIANGJIAOXIAOYICE，CAIQUJISHUCUOSHICUSHIQICHENJIANGJIADA，DADAOJIUPIANMUDEDEFANGFA。POJIANGFAZHUYAOBAOKUOTAOTUFA、DIJIYINGLIJIECHUFA、FUSHEJINGSHESHUIFA、JINSHUIFA、JIANGSHUIFA、DUIZAIJIAYAFA、ZHUANGJIXIEZAIFADENG。

POJIANGJIUPIANYOUDIANSHIJIUPIANSHIGONGSHIDUIJUMINYINGXIANGXIANGDUIJIAOXIAO，GONGQILVEDUAN，CHENGBENJIAODINGSHENGJIUPIANLVEDI；QUEDIANSHIJIANZHUJIUPIANHOUJIANZHUBIAOGAOJIAOYUANLAIYOUSUOJIANGDI。

抬升法

TAISHENGFASHIZAIQINGXIEJIANZHUWUCHENJIANGJIAODAYICE，CAIQUJISHUCUOSHITAIGAOJICHUHUOJIEGOU，DADAOJIUPIANMUDEDEFANGFA。TAISHENGFASHIYONGYUZHONGLIANGXIANGDUIJIAOQINGDEJIANZHUWUJIUPIAN。TAISHENGFAKEFENWEISHANGBUJIEGOUTUOLIANGTAISHENGFA、MAOGANJINGYAZHUANGTAISHENGFAHEKENGSHIJINGYAZHUANGTAISHENGFA。

DINGSHENGJIUPIANYOUDIANSHIKEYISHIJIANZHUDADAOXINJIANSHIBIAOGAO，JIANZHUBIAOGAOJIWAIGUANWUBIANHUA；QUEDIANSHISHIGONGSHIDUIJUMINZHENGCHANGSHENGHUOYOUYIDINGYINGXIANG，YICENGNEIJUMINBIXUBANCHU（RUYOUDIXIASHICHUWAI），SHIGONGKONGZHIYAOQIUFEICHANGGAO，GONGQIYELVEZHANG，CHENGBENLVEGAO。

综合法

ZONGHEFASHIDUIQINGXIEJIANZHUWUTONGSHICAIYONGLIANGZHONGHUOLIANGZHONGYISHANGFANGFAJIUPIAN，DADAOJIUPIANDEMUDE。