地下綜合管廊沉降、位移觀測記錄

1、基基坑坑沉沉降降變變形形觀觀測測記記錄錄表表 施施測測點(diǎn)點(diǎn)范范圍圍：一一工工區(qū)區(qū)編編號號：PA1001PA1001工程名稱：海東市地下城市綜合管廊項(xiàng)目部 觀測日期：2016年8月31日上午9點(diǎn)觀測點(diǎn)編號初始值(m)高程/凈距上次觀測值(m)本次（沉降/變形)值(m)本次(沉降/變形)量(mm)累計(jì)（沉降/變形)量(mm)備注基坑（沉降/變形)K0+6202126.86700左2126.867002126.86800-1.00-1.00基坑兩側(cè)觀測點(diǎn)包含沉降和變形值；高程+值為沉降，-為隆起；凈距+值為收縮，-為擴(kuò)張【只看+值】2126.89600右2126.896002126.89800-2.

2、00-2.0016.68840凈距16.6884016.69050-2.10-2.10K0+6402126.85600左2126.856002126.85800-2.00-2.002126.95900右2126.959002126.96000-1.00-1.0016.69540凈距16.6954016.693002.402.40K0+6602126.88200左2126.882002126.882000.000.002126.92300右2126.923002126.92400-1.00-1.0016.73980凈距16.7398016.739800.000.00K0+6802126.8280

3、0左2126.828002126.827001.001.002126.86500右2126.865002126.864001.001.0016.79260凈距16.7926016.79420-1.60-1.60K0+7002126.78500左2126.785002126.78600-1.00-1.002126.79200右2126.792002126.790002.002.0016.68500凈距16.6850016.68700-2.00-2.00K0+7202126.68200左2126.682002126.68400-2.00-2.002126.71800右2126.718002126.

4、71900-1.00-1.0016.77800凈距16.7780016.78010-2.10-2.10K0+7402126.64800左2126.648002126.646002.002.002126.65400右2126.654002126.652002.002.0016.76410凈距16.7641016.76620-2.10-2.10K0+7602126.59800左2126.598002126.598000.000.002126.59600右2126.596002126.594002.002.0016.70580凈距16.7058016.70780-2.00-2.00K0+780212

5、6.50400左2126.504002126.502002.002.002126.50600右2126.506002126.504002.002.0016.68180凈距16.6818016.68380-2.00-2.00K0+8002126.45600左2126.456002126.455001.001.002126.47900右2126.479002126.478001.001.0016.73690凈距16.7369016.73890-2.00-2.00K0+8202126.45100左2126.451002126.450001.001.002126.42700右2126.42700212

6、6.425002.002.0016.75690凈距16.7569016.75900-2.10-2.10K0+8402126.31600左2126.316002126.31700-1.00-1.002126.39000右2126.390002126.389001.001.0016.71040凈距16.7104016.71140-1.00-1.00K0+860左右凈距專職測量員： 觀測記錄員： 技術(shù)負(fù)責(zé)人： 基基坑坑沉沉降降變變形形觀觀測測記記錄錄表表 施施測測點(diǎn)點(diǎn)范范圍圍：一一工工區(qū)區(qū)編編號號：PA1002PA1002工程名稱：海東市地下城市綜合管廊項(xiàng)目部 觀測日期：2016年8月31日下午17

7、點(diǎn)觀測點(diǎn)編號初始值(m)高程/凈距上次觀測值(m)本次（沉降/變形)值(m)本次(沉降/變形)量(mm)累計(jì)（沉降/變形)量(mm)備注基坑（沉降/變形)K0+6202126.86700左2126.868002126.867001.000.00基坑兩側(cè)觀測點(diǎn)包含沉降和變形值；高程+值為沉降，-為隆起；凈距+值為收縮，-為擴(kuò)張【只看+值】2126.89600右2126.898002126.897001.00-1.0016.68840凈距16.6905016.686404.102.00K0+6402126.85600左2126.858002126.856002.000.002126.95900右2

8、126.960002126.960000.00-1.0016.69540凈距16.6930016.69640-3.40-1.00K0+6602126.88200左2126.882002126.880002.002.002126.92300右2126.924002126.923001.000.0016.73980凈距16.7398016.74080-1.00-1.00K0+6802126.82800左2126.827002126.82800-1.000.002126.86500右2126.864002126.86600-2.00-1.0016.79260凈距16.7942016.791602.6

9、01.00K0+7002126.78500左2126.786002126.783003.002.002126.79200右2126.790002126.79200-2.000.0016.68500凈距16.6870016.686001.00-1.00K0+7202126.68200左2126.684002126.682002.000.002126.71800右2126.719002126.719000.00-1.0016.77800凈距16.7801016.779001.10-1.00K0+7402126.64800左2126.646002126.64800-2.000.002126.6540

10、0右2126.652002126.65300-1.001.0016.76410凈距16.7662016.762104.102.00K0+7602126.59800左2126.598002126.597001.001.002126.59600右2126.594002126.594000.002.0016.70580凈距16.7078016.704803.001.00K0+7802126.50400左2126.502002126.50300-1.001.002126.50600右2126.504002126.50600-2.000.0016.68180凈距16.6838016.679804.002

11、.00K0+8002126.45600左2126.455002126.454001.002.002126.47900右2126.478002126.48000-2.00-1.0016.73690凈距16.7389016.734904.002.00K0+8202126.45100左2126.450002126.450000.001.002126.42700右2126.425002126.42700-2.000.0016.75690凈距16.7590016.755903.101.00K0+8402126.31600左2126.317002126.316001.000.002126.39000右21

12、26.389002126.39000-1.000.0016.71040凈距16.7114016.71240-1.00-2.00K0+860左右凈距專職測量員： 觀測記錄員： 技術(shù)負(fù)責(zé)人： 基坑（沉降/變形)基坑兩側(cè)觀測點(diǎn)包含沉降和變形值；高程+值為沉降，-為隆起；凈距+值為收縮，-為擴(kuò)張【只看+值】K0+860 基基坑坑沉沉降降變變形形觀觀測測記記錄錄表表 施施測測點(diǎn)點(diǎn)范范圍圍：二二工工區(qū)區(qū)編編號號：PA2001PA2001工程名稱：海東市地下城市綜合管廊項(xiàng)目部 觀測日期：2016年8月31日上午9點(diǎn)觀測點(diǎn)編號初始值(m)高程/凈距上次觀測值(m)本次（沉降/變形)值(m)本次(沉降/變形)量

13、(mm)累計(jì)（沉降/變形)量(mm)備注基坑（沉降/變形)K4+7002113.84700左2113.847002113.84800-1.00-1.00基坑兩側(cè)觀測點(diǎn)包含沉降和變形值；高程+值為沉降，-為隆起；凈距+值為收縮，-為擴(kuò)張【只看+值】2113.91800右2113.918002113.92000-2.00-2.0015.57400凈距15.5740015.574000.000.00K4+7202113.64100左2113.641002113.640001.001.002113.78900右2113.789002113.79000-1.00-1.0015.56620凈距15.566

14、2015.56720-1.00-1.00K4+7402113.62100左2113.621002113.620001.001.002113.68300右2113.683002113.68500-2.00-2.0015.68080凈距15.6808015.68100-0.20-0.20K4+7602113.59900左2113.599002113.598001.001.002113.41300右2113.413002113.41500-2.00-2.0015.57090凈距15.5709015.57100-0.10-0.10專職測量員： 觀測記錄員： 技術(shù)負(fù)責(zé)人： 基坑（沉降/變形)基坑兩側(cè)觀測

15、點(diǎn)包含沉降和變形值；高程+值為沉降，-為隆起；凈距+值為收縮，-為擴(kuò)張【只看+值】 基基坑坑沉沉降降變變形形觀觀測測記記錄錄表表 施施測測點(diǎn)點(diǎn)范范圍圍：二二工工區(qū)區(qū)編編號號：PA2002PA2002工程名稱：海東市地下城市綜合管廊項(xiàng)目部 觀測日期：2016年8月31日下午17點(diǎn)觀測點(diǎn)編號初始值(m)高程/凈距上次觀測值(m)本次（沉降/變形)值(m)本次(沉降/變形)量(mm)累計(jì)（沉降/變形)量(mm)備注基坑（沉降/變形)K4+7002113.84700左2113.848002113.848000.00-1.00基坑兩側(cè)觀測點(diǎn)包含沉降和變形值；高程+值為沉降，-為隆起；凈距+值為收縮，-為擴(kuò)張【只看+值】2113.91800右2113.920002113.919001.00-1.0015.57400凈距15.5740015.573001.001.00K4+7202113.64100左2113.640002113.64300-3.00-2.002113.78900右2113.790002113.788002.001.0015.56620凈距15.5672015.565202.001.00K4+7402113.62100左2113.620002113.62100-1.000.002113.68300右2113.6850