iw窗孔式护面中墙施工技术交底.doc

技 术交底书工程名称窗孔式护面墙编 号送交单位防护五队交底日期2013年10月8日窗孔式护面墙施工技术交底一、准备工作（一）、测量放样测量队根据护面墙尺寸以及路基成型断面图，放出墙体顶部、底部定位线；并做好水准点及引桩。（二）、基础开挖及路基边坡修理根据测量放样点，基础使用人工进行开挖。并根据护面墙顶、底部尺寸线，对已挖成的路基边坡进行休整，将突出部分导致护面墙尺寸不足的地方人工或风镐凿除，以保证护面墙断面尺寸。（三）、现场布置及原材料准备根据现场施工条件以及总体施工安排，合理规划施工便道的走向，拌和机械的摆放，原材料的堆放以及临时用电供电线路。各种原材料需符合要求及规定，并在进场以前需进行质量检验工作。二、技术要求：1、基础：基础开挖应严格按测量放线的桩位施工，曲线段加密挂线，挂线间距为3米，对土质较差的地段应进行夯实。基坑挖好，三米挂线后经技术人员和监理工程师检查合格后方可施工。2、砌筑：（1）在砌筑之前必须将坡面虚土清理干净，砌筑时，应先将片石上的泥土和水锈清除干净并湿润；（2）必须挂线施工，确保水平和顺直，平整；在砌筑过程中应经常校正线杆，以确保砌体各部分尺寸符合图纸设计要求；（3）护面墙施工时应清理、整平坡面,保证护面墙模板内侧与坡面密贴。护面墙采用C20砼灌注。（4）伸缩缝一般每隔11.6m设一道，缝宽2cm，缝内填以沥青麻筋；（5）护坡的尺寸、位置要严格按照图纸施工（后附图纸）；（6）养护工作：洒水、土工布覆盖养生714天，养护期间应避免碰撞、振动或承重。3、窗孔采用半圆拱形，由下至上布置，高2.65m，宽2.5m，圆拱半径1.25m，孔内放置植生袋。护面墙采用C20混凝土浇筑。三、质量保证措施（1）路基护面墙工程的位置、断面、尺寸、坡度、标高及使用材料严格遵照设计图纸要求。（2）工程原材料按质按量，及时供应，必须对采购的原材料进行检查验收和取样送样试验，杜绝不合格材料进入现场。（3）遵守“谁施工，谁负责”的原则，项目部对班组进行全面质量追踪管理。凡各施工队、班组、包工队在施工过程中违反操作规程，不按图施工，屡教不改或发生了质量问题，项目部有权对其进行处罚，处罚形式为整改停工，罚款等。（4）严格执行监理程序，对于监理和业主监督人员在检查工作中提出的问题，做到虚心接受，并认真及时纠正；对于施工中出现的质量问题或质量事故，将及时如实上报，制定预防措施，直到达到质量标准。所有工序均将监理工程师批准后方可进行下一道工序。五、安全1、进入现场所有人员必须佩带安全帽，安全帽必须正确佩带，护墙砌筑时不得在路基边坡坡脚长时间逗留。2、平台不得材料胡乱堆方，平台片石不得存量过盛，防止滚石砸伤下方路基施工人员及机械设备。3、勾缝抹面作业必须先上后下，严禁在砌筑好的坡面上行走，上下必须用爬梯，不得上面砌筑、下面勾缝。4、现场安全标识，材料标识等必须清楚醒目。编制： 复核： 接收人：编制： 复核： 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