建筑物沉降觀測(cè)記錄 TJ3

1、.：.；建筑物沉降觀測(cè)記錄 TJ3.7工程稱號(hào)：京滬高速鐵路蘇州北站站房工程1構(gòu)外型式：混凝土框架構(gòu)造、鋼構(gòu)造雨棚 層次：站房構(gòu)造柱； 儀器：ZDL700電子水準(zhǔn)儀水準(zhǔn)點(diǎn)號(hào)數(shù)及高程：CP644(H=2.382m)；CPII644-11H=2.5756m測(cè)點(diǎn)日期 51 5457初次高程m高程m本次沉降mm高程m本次沉降累計(jì)沉降高程m本次沉降mm累計(jì)沉降mm1南3.679653.679540.113.679390.150.263.679300.090.352南3.602273.602150.123.602010.140.263.601930.080.343南3.749273.749150.123.

2、749020.130.253.748900.120.374南3.816823.816730.093.816610.090.183.816500.110.295南3.834253.834130.123.834040.090.213.833970.070.286南3.817543.817470.073.817360.110.283.817300.060.177南3.843043.842950.093.842820.130.223.842750.070.298南3.821533.841410.123.841320.090.213.841250.070.28觀測(cè)人備注1、12月2日V型柱吊裝2、12月

3、6日 剛桁架吊裝3、12月10 日剛桁架吊裝觀測(cè)人： 技術(shù)擔(dān)任人；建筑物沉降觀測(cè)記錄 TJ3.7工程稱號(hào)：京滬高速鐵路蘇州北站站房工程2構(gòu)外型式：混凝土框架構(gòu)造、鋼構(gòu)造雨棚 層次：站房構(gòu)造柱； 儀器：ZDL700電子水準(zhǔn)儀水準(zhǔn)點(diǎn)號(hào)數(shù)及高程：CP644(H=2.382m)；CPII644-11H=2.5756m測(cè)點(diǎn)日期 51 5457初次高程m高程m本次沉降mm高程m本次沉降累計(jì)沉降高程m本次沉降mm累計(jì)沉降mm1北3.852213.852110.103.852020.090.193.851890.130.322北3.852653.852520.133.852460.060.193.852380

4、.080.273北3.825643.825580.063.825510.070.133.825430.080.214北3.833173.833060.113.832930.130.243.832840.090.335北3.833253.833120.133.833010.110.243.832940.070.316北3.732763.732670.093.732540.130.223.732460.080.307北3.854763.854690.073.854610.080.153.854520.090.248北3.871073.870990.083.870900.090.173.870820

5、.080.25觀測(cè)人備注1、3月12日 2、4月12日 3、5月12 日 觀測(cè)人： 技術(shù)擔(dān)任人；建筑物沉降觀測(cè)記錄 TJ3.7工程稱號(hào)：京滬高速鐵路蘇州北站站房工程3構(gòu)外型式：混凝土框架構(gòu)造、鋼構(gòu)造雨棚 層次：站房構(gòu)造柱； 儀器：ZDL700電子水準(zhǔn)儀水準(zhǔn)點(diǎn)號(hào)數(shù)及高程：CP644(H=2.382m)；CPII644-11H=2.5756m測(cè)點(diǎn)日期 510 513520初次高程m高程m本次沉降mm高程m本次沉降累計(jì)沉降高程m本次沉降mm累計(jì)沉降mm1南3.679653.679190.113.679120.070.183.679040.080.262南3.602273.601860.073.601

6、770.090.163.601710.060.223南3.749273.748840.063.748760.080.143.748690.070.214南3.816823.816450.053.816380.070.123.816300.080.205南3.834253.833910.063.833820.090.153.833770.050.206南3.817543.817200.103.817090.110.213.817020.070.287南3.843043.842680.073.842620.060.133.842550.070.208南3.821533.841180.073.841

7、110.070.143.841060.050.19觀測(cè)人備注1、12月2日V型柱吊裝2、12月6日 剛桁架吊裝3、12月10 日剛桁架吊裝觀測(cè)人： 技術(shù)擔(dān)任人；建筑物沉降觀測(cè)記錄 TJ3.7工程稱號(hào)：京滬高速鐵路蘇州北站站房工程4構(gòu)外型式：混凝土框架構(gòu)造、鋼構(gòu)造雨棚 層次：站房構(gòu)造柱； 儀器：ZDL700電子水準(zhǔn)儀水準(zhǔn)點(diǎn)號(hào)數(shù)及高程：CP644(H=2.382m)；CPII644-11H=2.5756m測(cè)點(diǎn)日期 510 513520初次高程m高程m本次沉降mm高程m本次沉降累計(jì)沉降高程m本次沉降mm累計(jì)沉降mm1北3.85221 3.851820.073.85175 0.070.143.8516

8、90.060.222北3.852653.852310.073.852250.060.133.852210.04 0.173北3.825643.825370.063.825290.080.143.825240.050.194北3.833173.832760.083.832690.070.153.832640.050.205北3.833253.832870.073.832870.060.133.832810.060.196北3.732763.732380.083.732320.060.143.732270.050.197北3.854763.854460.063.854390.070.133.854

9、350.040.178北3.871073.870750.073.870690.060.133.870640.050.18觀測(cè)人備注1、3月12日 2、4月12日 3、5月12 日 觀測(cè)人： 建筑物沉降觀測(cè)記錄 TJ3.7工程稱號(hào)：京滬高速鐵路蘇州北站站房工程5構(gòu)外型式：混凝土框架構(gòu)造、鋼構(gòu)造雨棚 層次：站房構(gòu)造柱； 儀器：ZDL700電子水準(zhǔn)儀水準(zhǔn)點(diǎn)號(hào)數(shù)及高程：CP644(H=2.382m)；CPII644-11H=2.5756m測(cè)點(diǎn)日期527 604611初次高程m高程m本次沉降mm高程m本次沉降累計(jì)沉降高程m本次沉降mm累計(jì)沉降mm1南3.679653.678960.083.678890.

10、070.153.678830.060.212南3.602273.601640.073.601580.060.133.601540.040.173南3.749273.748640.053.748580.060.113.748540.040.154南3.816823.816240.063.816170.070.133.816110.060.195南3.834253.833710.063.833640.070.133.833600.040.176南3.817543.816930.093.816860.070.163.816810.050.217南3.843043.842500.053.842430.

11、070.123.842370.060.188南3.821533.841010.053.840960.050.103.840920.040.14觀測(cè)人備注1、12月2日V型柱吊裝2、12月6日 剛桁架吊裝3、12月10 日剛桁架吊裝觀測(cè)人： 技術(shù)擔(dān)任人；建筑物沉降觀測(cè)記錄 TJ3.7工程稱號(hào)：京滬高速鐵路蘇州北站站房工程6構(gòu)外型式：混凝土框架構(gòu)造、鋼構(gòu)造雨棚 層次：站房構(gòu)造柱； 儀器：ZDL700電子水準(zhǔn)儀水準(zhǔn)點(diǎn)號(hào)數(shù)及高程：CP644(H=2.382m)；CPII644-11H=2.5756m測(cè)點(diǎn)日期 527 604611初次高程m高程m本次沉降mm高程m本次沉降累計(jì)沉降高程m本次沉降mm累計(jì)沉降mm1北3.85221 3.851630.063.851580.050.113.851530.050.162北3.852653.852140.073.852090.050.123.852050.040.163北3.825643.825180.063.825140.040.103.825080.060.164北3.833173.832570.073.832510.060.133.832460.050.185北3.833253.832750.063.832700.050.113.832650.050.166北3.