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        土方碾壓填筑施工作業指導書.doc

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        杭州宏盛咨詢公司
        土方碾壓填筑施工作業指導書
        QX-ZY-2002-31
        1、主題內容及適用范圍  
        本作業指導書對水利水電工程中土方碾壓填筑的施工工藝進行了規范。適用于土壩,堤防等碾壓土方填筑工程施工。
        2、 引用標準
        SDJ213-83   《碾壓式土石壩施工技術規范》
        SL260-98    《堤防工程施工規范》
        SL38-92     《水利水電基本建設工程單元工程質量等級評定標準(七)》
        SL239-1999  《堤防工程施工質量評定與驗收規程》
        3 、施工準備
        3.1對合同及設計文件進行深入具體條件編好施工組織設計。
        3.2做好各項技術準備,并做好“四通一平”臨建工程,各種設備和器材的準備工作。導流及引排水工程已完成。
        3.3測量放樣工作已驗收合格,對主要測點已埋設牢固的標架、基石、壩(堤)身放樣已按設計預留沉降量。
        3.4對土料場進行現場核查,貯量應大于需用量的1.5-2.5倍。土質及天然含水量符合設計要求。
        3.5施式機械、試驗設備到位,已做防滲體土料碾壓試驗,基礎清理已完成并經過驗收。
        4 、施工操作要求
        4.1土料開挖
        4.1.1料場開挖前應劃定開挖范圍,清除樹根亂石及妨礙施
        Hangzhou Hongsheng Consulting
        Compacted earth embankment construction work instructions
        QX-ZY-2002-31
        1, the subject content and application
        The work instructions on Water Resources and Hydropower Engineering Construction Earthwork Filling rolling process was standardized. Applied to dam, dike construction and other rolling earthwork.
        2, reference standards
        SDJ213-83 "rolled earth dam construction specification"
        SL260-98 "Embankment Construction Standards"
        SL38-92 "Water quality of the project capital works unit grading criteria (7)"
        SL239-1999 "dike construction quality assessment and acceptance of"
        3, construction preparation
        3.1 The contract and design documents for in-depth series of specific conditions of good construction organization design.
        3.2 do all the technical preparations, and do a good job, "Stone a flat" Temporary Works, a variety of devices and equipment preparations. Diversion and the introduction of drainage works have been completed.
        3.3 Surveying setting has been inspected and accepted, the main measuring points have been laid a solid frame, foundation, dam (dike) lofting body has been set aside by the design settlement.
        3.4-site verification of soil aggregates, reserves should be larger than 1.5-2.5 times the required amount. Soil and natural water content meet the design requirements.
        3.5 mechanical facilities, test equipment in place, has done Impervious soil material rolling test, based on clean-up has been completed and after acceptance.
        4, construction operational requirements
        4.1 Excavation of earth material
        4.1.1 pit excavation before excavation designated area, remove the roots and prevent facilities rocks
         

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