主體沉降觀測階段性成果報告(樣例)

XX項目X期沉降觀測工程主體沉降觀測階段性成果報告樓棟號12#樓監(jiān)測單位資質(zhì)甲測房屋總層數(shù)43層房屋施工現(xiàn)狀裝修施工階段XX省XX測繪院二〇一八年七月目錄一、工程概述二、階段性報告時限三、監(jiān)測依據(jù)四、監(jiān)測設(shè)備五、本項目變形預(yù)警、允許值及異常評判標(biāo)準(zhǔn)六、監(jiān)測點平面布置圖七、監(jiān)測數(shù)據(jù)八、本階段監(jiān)測分析九、荷載-時間-變形量曲線圖十、等沉降曲線圖十一、結(jié)論及建議十二、基準(zhǔn)點復(fù)核成果表一、工程概況（需包括現(xiàn)場形象進度描述）…………二、階段報告時限201X年XX月XX日～201X年XX月XX日三、監(jiān)測依據(jù)1、觀測合同書及沉降觀測方案；2、設(shè)計圖及施工資料；3、《建筑地基基礎(chǔ)設(shè)計規(guī)范》GB50007-2011；4、《工程測量規(guī)范》GB50026-2007；5、《建筑變形測量規(guī)范》JGJ8-2016；6、《國家一、二等水準(zhǔn)測量規(guī)范》GBT12897-2006。四、監(jiān)測設(shè)備序號設(shè)備名稱設(shè)備型號精度1水準(zhǔn)儀XXXX每千米往返中誤差±XXmm2條碼銦瓦尺備注水準(zhǔn)儀檢定日期201X年XX月XX日，檢定有效期一年五、本項目變形預(yù)警、允許值及異常評判標(biāo)準(zhǔn)………………六、觀測周期及需加密觀測的各種情形…………七、監(jiān)測點平面布置圖八、監(jiān)測數(shù)據(jù)（如涉及超高層需進行傾斜觀測的，格式可按監(jiān)測單位自行提供或地區(qū)公司提供）點號期號觀測日期日期間隔(d)觀測標(biāo)高m本次沉降量mm累計沉降量mm本次沉降速率mm/d總沉降速率mm/d120112018/5/1832.92182120232.9688120332.9742120432.99789120532.93722120632.9936120732.93471120832.97351120933.01236121033.02938121132.93467121232.92984120122018/5/291132.922-0.29-0.29-0.026-0.02612021132.969-0.11-0.11-0.010-0.01012031132.974-0.25-0.25-0.023-0.02312041132.998-0.03-0.03-0.003-0.00312051132.937-0.16-0.16-0.015-0.01512061132.993-0.19-0.19-0.017-0.01712071132.935-0.05-0.05-0.005-0.00512081132.973-0.13-0.13-0.012-0.01212091133.012-0.11-0.31-0.010-0.02812101133.029-0.16-0.16-0.015-0.01512111132.934-0.28-0.28-0.025-0.02512121132.930-0.21-0.21-0.019-0.019120132018/6/121432.921-0.24-0.53-0.017-0.02112021432.968-0.26-0.37-0.019-0.01512031432.974-0.18-0.43-0.013-0.01712041432.998-0.27-0.30-0.019-0.01212051432.937-0.14-0.30-0.010-0.01212061432.993-0.18-0.37-0.013-0.01512071432.935-0.08-0.13-0.006-0.00512081432.973-0.13-0.26-0.009-0.01012091433.012-0.17-0.28-0.012-0.01112101433.029-0.26-0.42-0.019-0.01712111432.934-0.25-0.53-0.018-0.02112121432.929-0.27-0.48-0.019-0.019120142018/6/261432.92107-0.22-0.75-0.016-0.01912021432.96817-0.26-0.63-0.019-0.01612031432.97359-0.18-0.61-0.013-0.01612041432.99732-0.27-0.57-0.019-0.01512051432.93678-0.14-0.44-0.010-0.01112061432.99305-0.18-0.55-0.013-0.01412071432.93442-0.16-0.29-0.011-0.00712081432.97312-0.13-0.39-0.009-0.01012091433.01170-0.18-0.66-0.013-0.01712101433.02882-0.14-0.56-0.010-0.01412111432.93379-0.35-0.88-0.025-0.02312121432.92909-0.27-0.75-0.019-0.019九、本階段監(jiān)測分析12#樓累計數(shù)據(jù)分析表點屬性點號值備注平均沉降量-0.59平均沉降速率-0.015mm/d最大沉量值1211-0.88mm最小沉量值1207-0.29mm最大速率1211-0.023mm/d最小速率1207-0.007mm/d不均勻沉降最大值1210-12110.32mm不均勻沉降最小值1212-12010.00mm12#樓不均勻沉降分析明細(xì)表點號距離不均勻沉降值(mm)傾斜度1201-120220-0.121202-1203-0.021203-1204-0.041204-1205-0.131205-12060.111206-1207-0.261207-12080.11208-12090.271209-1210-0.11210-12110.321211-1212-0.131212-12010十、荷載-時間-變形量曲線圖（示例，單個樓棟各監(jiān)測點均需繪制獨立曲線）十一、等沉降曲線圖（