【正文】 ........................................................12 樁體位移監(jiān)測 ...........................................................................................................................................14 支撐軸力監(jiān)測 ...........................................................................................................................................17 周邊地表沉降監(jiān)測 ...................................................................................................................................20 建筑物沉降監(jiān)測 .......................................................................................................................................21 建筑物傾斜監(jiān)測 .......................................................................................................................................23 周邊建筑物裂縫監(jiān)測 ...............................................................................................................................24 圍護(hù)樁內(nèi)力監(jiān)測 .....................................................................................................................................24 土體垂直位移監(jiān)測 .................................................................................................................................25 路基地面變形、軌向偏差監(jiān)測 .............................................................................................................26 監(jiān)測點布點檢查、驗收 .........................................................................................................................26 監(jiān)測點的保護(hù) .........................................................................................................................................26 監(jiān)測點布置圖 .........................................................................................................................................26第 7 章監(jiān)測頻率 ..................................................................................................................................................27 施工監(jiān)測頻率 ...........................................................................................................................................27 停止監(jiān)測判別標(biāo)準(zhǔn) ...................................................................................................................................27第 8 章 監(jiān)測控制值、預(yù)警等級、預(yù)警標(biāo)準(zhǔn)及異常情況下的監(jiān)測措施 ........................................................28 監(jiān)測控制值、預(yù)警標(biāo)準(zhǔn) ...........................................................................................................................28 預(yù)警等級與消警 .......................................................................................................................................28 異常下的監(jiān)測措施 ...................................................................................................................................34第 9 章 監(jiān)測信息的采集、分析和處理要求 ..................................................................................................36 數(shù)據(jù)采集 ...................................................................................................................................................36 數(shù)據(jù)整理 ...................................................................................................................................................36 數(shù)據(jù)分析 ...................................................................................................................................................36第 10 章 監(jiān)測信息反饋制度 ............................................................................................................................37發(fā)電有限責(zé)任公司 C80 車雙翻翻車機(jī)改造項目監(jiān)測方案3 監(jiān)測信息化流程 .....................................................................................................................................37 監(jiān)測成果 .................................................................................................................................................38 監(jiān)測成果報送 .........................................................................................................................................39第 11 章 監(jiān)測設(shè)儀器備、元器件及人員的配備 ..............................................................................................40 監(jiān)測設(shè)備 .................................................................................................................................................40 監(jiān)測人員 .................................................................................................................................................40第 12 章 質(zhì)量管理、安全管理及其他管理制度 ..............................................................................................41 質(zhì)量保證措施 .........................................................................................................................................41 安全保證措施 .........................................................................................................................................41 安全文明施工目標(biāo) .................................................................................................................................42 安全保證體系 .........................................................................................................................................42 文明施工保證措施 .................................................................................................................................43 環(huán)境保護(hù) .................................................................................................................................................43第 13 章 附件 ......................................................................................................................................................44發(fā)電有限責(zé)任公司 C80 車雙翻翻車機(jī)改造項目監(jiān)測方案1第 1 章 工程概況 工程概況本工程為 XX 第二發(fā)電有限責(zé)任公司 C80 車雙翻翻車機(jī)改造項目。有公路和鐵路從電廠附近通過，交通比較方便。層底埋深 ～，層厚 ～。⑥層粘土 液性指數(shù) IL：～，壓縮系數(shù) ：～1，屬中壓縮性土。3 場地地震效應(yīng)擬建場地地處太行山東麓山前地帶，地貌特點是由山前丘陵殘山向東緩傾過渡為寬廣的夷平面、沖洪積扇和二級階地。地下水的排泄以天然排泄至冶河為主。場地西側(cè)為滹沱河支流冶河，自西冶村進(jìn)入某縣境，于河村入黃壁莊水庫，流經(jīng)某河長 ，據(jù)某水文站資料，最高洪水位 （黃海高程） ，最大洪峰流量為12600m3/s（1996 年 8 月 4 日） 。本工程監(jiān)測范圍主要影響區(qū)（I）為基坑周邊 或 H ?/2）的最大值。 監(jiān)控量測項目明細(xì)表序