2011定额 第十一册《刷油、防腐蚀、绝热工程》说明

册说明一、第十一册《刷油、防腐蚀、绝热工程》（以下简称本定额）适用于新建、扩建项目中的设备、管道、金属结构等的刷油、防腐蚀、绝热工程。二、本定额主要依据的 标准 excel标准偏差excel标准偏差函数exl标准差函数国标检验抽样标准表免费下载红头文件格式标准下载 、规范有：《设备、管道保温技术通则》GB4272-84。2．《工业设备及管道绝热 工程施工 建筑工程施工承包1园林工程施工准备消防工程安全技术交底水电安装文明施工建筑工程施工成本控制 及验收规范》GBJ126-89。3.《工业设备、管道防腐蚀工程施工及验收规范》HGJ229-91。三、本定额是以量价合一的形式表现人工、材料、机械台班消耗量，在执行过程中对价格实行动态管理的计价定额，省工程建设标准定额站负责人工、机械台班单价的动态管理，各市建经站（或标定站）负责材料价格的动态管理。四、本定额适用于清单计价和定额计价。是编制施工图预算、进行工程拨款、竣工结算、考核工程成本、编制企业定额的重要参考；是招标工程编制标底（或招标控制价），施工企业进行投标报价的基础；是选择经济合理的建筑设计 方案 气瓶 现场处置方案 .pdf气瓶 现场处置方案 .doc见习基地管理方案.doc关于群访事件的化解方案建筑工地扬尘治理专项方案下载 的依据；也是编制安装工程概算及投资估算指标的依据。五、本定额是按下列正常的施工条件编制的：设备、材料、成品、半成品、构件完整无损，符合质量标准和设计要求，附有合格证书和试验 记录 混凝土 养护记录下载土方回填监理旁站记录免费下载集备记录下载集备记录下载集备记录下载 。安装工程和土建工程之间的交叉作业正常。安装地点、建筑物、设备基础、预留孔洞等符合安装要求。水、电供应能满足安装施工的正常使用。正常的气候、地理条件和施工环境。六、人工工日消耗量及单价的确定：定额人工不分工种和技术等级，以综合工日表示，内容包括基本用工、超运距用工、人工幅度差。人工单价是根据建设部、财政部建标【2003】206号文件 规定 关于下班后关闭电源的规定党章中关于入党时间的规定公务员考核规定下载规定办法文件下载宁波关于闷顶的规定 的人工费组成并结合我省劳动力市场因素综合确定的。七、材料消耗量及价格的确定：1．定额中材料消耗量包括直接消耗在安装工作内容中的主要材料、辅助材料、零星材料，并计入相应损耗。包括从工地仓库、现场集中堆放点或现场加工点到操作或安装地点的运输损耗、施工操作损耗、现场堆放损耗。2．定额内未注明单价的材料，均列为主要材料，定额中不包括其价格，应根据定额所列的耗用量，按定额取定的单价计算，如发生材料差价时，以各市公布的各时期指导价进行调整。3．定额中材料单价是按照2011年《太原地区建设工程材料预算价格》为依据，结合全省情况综合取定的。八、施工机械台班消耗量及单价的确定：1．施工机械台班按照《全国统一安装工程预算定额》消耗量编制。2．施工机械台班单价是根据2001年国家颁发的《全国统一施工机械台班费用编制规则》结合我省机械情况确定的。九、一般钢结构（包括吊、支、托架，梯子，栏杆，平台）、管廊钢结构以“100kg”为单位。规格大于100mm以上的型钢、H型钢制钢结构以“10m2”为单位。十、关于下列各项费用：1．脚手架搭拆费，可参照下列系数计算，其中人工工资占25％：（1）刷油工程：按人工费的6％：（2）防腐蚀工程：按人工费的8％：（3）绝热工程：按人工费的15％。2•超咼降效增加费：以设计标咼正负零为准，当安装咼度超过±6.00m时，人工和机械分别乘以1.20系数。高层建筑增加费：6层或20m以上建筑，人工和机械按下表系数计算高层建筑增加费。30m以内40m以内50m以内60m以内70m以内80m以内80m以上0300.400.500.600.650.700.803.厂区外1〜10km施工增加的费用，按超过部分的人工和机械乘以1.05系数。4•安装与生产同时进行增加的费用，可参照人工费的5%计算。5．在有害身体健康的环境中施工增加的费用，可参照人工费的5％计算。十一、水平和垂直运输1．设备：包括自安装现场指定堆放点运至安装地点的水平和垂直运输。2．材料、成品、半成品：包括自施工单位现场仓库或现场指定堆放点运至安装地点的水平和垂直运输。3．垂直运输基准面：室内以室内地平面为基准面，室外以安装现场地平面为基准面。十二、定额工作内容中已包括了主要的施工工序，次要工序虽未说明，均已考虑在定额内。十三、本定额中注有“XX以内”或“XX以下”者，均包括XX本身，“XX以外”或“XX上”者，则不包括XX本身。十四、本定额的解释权属于省工程建设标准定额站。第一章除锈工程说明一、本章定额适用于金属表面的手工、动力工具、喷射除锈、化学除锈、抛丸除锈工程。二、各种管件、阀件及设备上人孔、管口凸凹部分的除锈已综合考虑在定额内。三、因施工需要发生的二次除锈，应另行计算。工程量计算规则一、喷射除锈按Sa2.5级标准确定。若变更级别标准，如Sa3级按人工、材料、机械乘以系数1.1，Sa2级或Sal级乘以系数0.9计算。二、抛丸除锈：管道外壁除锈以“10m2”为计量单位：金属结构除锈以“100kg”为计量单位。第二章刷油工程说明一、本章定额适用于金属面、管道、设备、通风管道、金属结构与玻璃布面、石棉布面、抹灰面等刷（喷）油漆工程。二、金属面刷油不包括除锈工作内容。三、各种管件、阀件和设备上人孔、管口凹凸部分的刷油已综合考虑在定额内。四、本章定额按安装地点就地刷（喷）油漆考虑。五、本章定额主材与稀干料可以换算，但人工与材料消耗量不变。六、标志色环等零星刷油，执行本章相应项目，其人工乘以系数2.0。工程量计算规则一、刷油工程中设备、管道以“m2”为计量单位。一般金属结构和管廊钢结构以“kg”为计量单位；H型钢制结构（包括规格大于200mm以上的型钢）以“10m2”为计量单位。二、本章定额按安装地点就地刷（喷）油漆考虑，如安装前管道集中刷油，人工乘以系数0.7（暖气片除外）。第三章防腐蚀涂料工程说明一、本章定额适用于设备、管道、金属结构等各种防腐涂料工程。二、本章定额不包括除锈工作内容。三、涂料配合比与实际配合比不同时，可根据设计要求进行换算，人工、机械消耗量不变。四、本章定额聚合热固化是采用蒸汽及红外线间接聚合固化考虑的，如采用其他方法，应按施工方案另行计算。五、如采用本章定额未包括的新品种涂料，应按相近定额项目执行。工程量计算规则一、防腐蚀工程中设备、管道以“m2”为计量单位。一般金属结构、H型钢结构和管廊钢结构以“kg”为计量单位。二、计算设备、管道内壁防腐蚀工程量时，当壁厚大于等于10mm时，按其内径计算；当壁厚小于10mm时，按其外径计算。三、本章定额不包括热固化内容，应按相应定额另行计算。四、涂料配比与实际设计配合比不同时，应根据设计要求进行换算，但人工、机械不变。五、本章定额过氯乙烯涂料是按喷涂施工方法考虑的，其他涂料均按刷涂考虑。若发生喷涂施工时，其人工乘以系数0.3，材料乘以系数1.16，增加喷涂机械内容。第四章耐酸砖、板衬里工程说明一、本章定额适用于各种金属设备的耐酸砖、板衬里工程。二、树脂耐酸胶泥包括环氧树脂、酚醛树脂、呋喃树脂、环氧酚醛树脂、环氧呋喃树脂耐酸胶泥等。三、硅胶耐酸胶泥衬砌块材需要勾缝时，其勾缝材料按相应项目树脂胶泥消耗量的10％计算，人工按相应项目人工消耗量的10％计算。四、调制胶泥不分机械和手工操作，均执行本定额。五、定额工序中不包括金属设备表面除锈，发生时应执行本册第一章相应项目。六、衬砌砖、板按规范进行自然养护考虑，若采用其他方法养护，期工程量应按施工方案另行计算。七、立式设备人孔等部位发生旋拱施工时，每10m2应增加木材0.01m3,铁钉0.20kg。工程量计算规则一、采用勾缝方法施工时，勾缝材料按相应项目树脂胶泥用量的10％计算，人工按相应项目人工的10％计算。二、衬砌砖、板按规范进行自然养护考虑，若采用其他方法养护，按施工方案另行计算。三、胶泥搅拌是按机械搅拌考虑。第五章绝热工程说明一、本章定额适用于设备、管道、通风管道绝热工程。二、伴热管道、设备绝热：工程量计算方法是：主绝热管道或设备的直径加伴热管道的直径、再加10〜20mm的间隙作为计算的直径，即:=D+d+（10〜20mm）。主伴三、依据《工、业设备及管道绝热工程施工及验收规范》GBJ126-89要求，保温厚度大于100mm、保冷厚度大于80mm时应分层施工，工程量分层计算。但是如果设计要求保温厚度小于100mm、保冷厚度小于80mm也需分层施工时，也应分层计算工程量。四、仪表管道绝热工程，应执行本章定额相应项目。五、管道绝热：工程，除法兰、阀门外，其他管件均已考虑在内；设备绝热工程，除法兰、人孔外，其封头已考虑在内。六、保护层：1．铝板保护层按厚度0.8mm以下综合考虑，若厚度大于0.8mm时，其人工乘以系数1.2。2．玻璃丝布也适用于沥青玻璃丝布，其中人工乘以系数1.05。七、聚氨酯泡沫塑料发泡工程，是按现场直喷无模具考虑的，有模具浇注法施工，按加工厂完成考虑。八、矩形管道绝热需要加防雨坡度时，人工、材料、机械应另行计算。九、卷材安装应执行相同材质的板材安装项目，人工、铁线消耗量不变，但卷材用量损耗率按3.1％考虑。十、复合成品材料安装应执行相同材质瓦块（或管壳）安装项目，复合材料分别安装时应按分层计算。工程量计算规则一、绝热工程中绝热层以“m3”为计量单位，防潮层、保护层以“m2”为计量单位。二、设备和管道绝热按现场安装后绝热施工考虑，若先绝热后安装时，其人工乘以系数0.9。三、采用不锈钢薄板保护层安装时，其人工乘以系数1.25，钻头用量乘以系数2.0,机械台班乘以系数1.15。第六章管道补口补伤工程说明一、本章适用于金属管道的补口补伤的防腐工程。二、管道补口补伤防腐涂料有环氧煤沥青漆、氯磺化聚氯乙烯、聚氨酯漆、无机富锌漆。三、本章定额项目均采用手工操作。四、管道补口每个口取定为：0426mm以下（含①426mm）管道每个口补口长度为400mm；0426mm以上管道每个口补口长度为600mm。五、各类涂料涂层厚度：氯磺化聚乙烯漆为0.3~0.4mm厚。2•聚氨酯漆为0.3~0.4mm厚。3.环氧煤沥青漆涂层厚度：普通级0.3mm厚，包括底漆一遍，面漆二遍；加强级0.5mm厚，包括底漆一遍，面漆三遍及玻璃布一层；特加强级0.8mm厚，包括底漆一遍，面漆四遍及玻璃布二层。六、本章定额施工工序包括了补伤，但不含表面除锈，发生时执行本册第一章“除锈工程”相应项目。附录1．主要材料损耗率表序号材料名称损耗率（％）1保温瓦块（管道）8.02温瓦块（设备）5.03微孔硅酸钙（管道）5.04微孔硅酸钙（设备）5.05聚苯乙烯泡沫塑料瓦（管道）2.06聚苯乙烯泡沫塑料瓦（设备）20.07聚苯乙烯泡沫塑料瓦（风道）6.08泡沫玻璃（管道）815瓦块/20板9泡沫玻璃（设备）8瓦块/20板10聚氨酯泡沫（管道）3瓦块/20板11聚氨酯泡沫（设备）3瓦块/20板12软木瓦（管道）3.013软木瓦（设备）12.014软木瓦（风道）6.015岩棉瓦块（管道）3.016岩板（设备）3.017矿棉瓦块（管道）3.018矿棉席（设备）2.019玻璃棉毡（管道）5.020玻璃棉毡（设备）3.021超细玻璃棉毡（管道）4.522超细玻璃棉毡（设备）4.523牛毛毡（管道）4.024牛毛毡（设备）3.025麻刀、白灰（管道）6.026麻刀、白灰（设备）3.027石棉灰、麻刀、水泥（管道）6.028石棉灰、麻刀、水泥（设备）3.029玻璃布6.4230塑料布6.4231油毡纸7.6532铁皮5.3233铁丝网5.02．钢管绝热、保温层工程量计算表单位：体积（m3）面积（m2）/100m序号管道外径绝热层厚度（mm）102025303540(mm)体积面积体积面积体积面积体积面积体积面积体积面积114.004.400.2320.160.3323.470.4327.710.5730.070.7233.36217.005.340.2521.110.3524.410.4626.770.6031.010.7534.31318.005.650.2521.420.3524.720.4828.020.6231.320.7734.62421.206.660.2722.430.3825.730.5129.030.6532.330.8235.62521.306.690.2722.460.3825.760.5129.060.6532.360.8235.63621.706.820.2822.590.3825.890.5229.190.6632.480.8235.66722.006.910.2822.680.3925.980.5229.280.6632.580.8235.78824.507.700.2923.470.4126.770.5430.070.6933.360.8635.88925.007.850.3023.620.4126.920.5530.220.6933.520.8636.331025.307.950.3023.720.4127.020.5530.320.7033.620.8736.821127.208.550.3124.320.4327.610.5730.910.7234.210.8936.911228.008.790.3224.570.4327.870.5831.160.7334.460.9037.511328.308.890.3224.660.4327.960.5831.260.7334.560.9037.761430.409.550.3325.320.4528.620.6031.920.7535.220.9337.861530.509.560.3325.350.4528.650.6031.950.7535.350.9338.551631.309.830.3426.600.4628.900.6132.200.7635.500.9438.801732.0010.100.3425.820.4629.120.6132.420.7735.720.9639.021833.7010.590.3526.360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