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湖北省装配式建筑工程消耗量定额及基价表(征求意见稿)2017年6月1总说明一、为贯彻落实创新、协调、绿色、开放、共享的发展理念,推进建造方式创新,促进传统建造方式向现代工业化建造方式转变,满足装配式建筑项目的计价需要,根据现行规范、规程、标准,结合我省实际,制定《湖北省装配式建筑工程消耗量定额及基价表》(以下简称“本定额”)。二、本定额适用于在我省行政区域内,按照《工业化建筑评价标准》(GB/T51129-2015)要求,采用标准化方式设计、工业化方式生产、装配化方式施工的建筑工程项目。三、本定额既是实行工程量清单计价时配套的消耗量定额,也是实行定额计价时的全省基价表。本定额是编制招标控制价、施工图预算、工程竣工结算、设计概算及投资估算的依据,供企业投标报价、内部管理和核算时参考。四、本定额与2017版《湖北省房屋建筑与装饰工程消耗量定额及基价表》配套使用。对装配式建筑中采用传统施工工艺的项目,应根据本定额有关说明按2017版《湖北省房屋建筑与装饰工程消耗量定额及基价表》的相应项目及规定执行。五、本定额是按现行的装配式建筑工程及施工验收规范、质量评定标准和安全操作规程,根据正常的施工条件和合理的劳动组织与工期安排,结合大多数施工企业现阶段采用的施工方法、机械化程度进行编制的,反映了社会平均消耗量水平。六、定额中各类预制构配件均按外购成品现场安装进行编制。构配件的制作、运输在其购置价格中考虑。七、本定额有关的各类预制构配件的购置价格是按我省生产企业的价格配置的。八、装配式建筑的措施项目,除本定额另有说明外,应按2017版《湖北省房屋建筑与装饰工程消耗量定额及基价表》有关规定计算,其中:1.装配式混凝土结构工程的综合脚手架按2017版《湖北省房屋建筑与装饰工程消耗量定额及基价表》相应项目乘以系数0.85计算;建筑物超高增加费按2017版《湖北省房屋建筑与装饰工程消耗量定额及基价表》相应项目计算,其中人工消耗量乘以系数0.7。2.装配式钢结构工程的综合脚手架、垂直运输按本定额第四章“措施项目”的相应项目及规定执行;建筑物超高增加费按2017版《湖北省房屋建筑与装饰工程消耗量定额及基价表》相应项目计算,其中人工消耗量乘以系数0.7。2九、装配式建筑工程的相关费用按照2017版《湖北省建设安装工程费用定额》相应内容和规定执行。十、本定额的工作内容已说明了主要的施工工序,次要工序虽未一一列出,但均已包括在内。十一、本定额中遇有两个或两个以上系数时,按连乘法计算。十二、本定额凡注明“××以内”或“××以下”的,均包括“××”本身;注明“××以外”或“××以上”的,则不包括“××”本身。十三、定额中未注明或省略的尺寸单位,均为“mm”。十四、本定额未另有说明的,可按2017版《湖北省房屋建筑与装饰工程消耗量定额及基价表》相关内容和规定执行。1目录第一章装配式混凝土结构工程说明············································(3)工程量计算规则·····························(5)一、装配式混凝土构件安装···············(7)1.装配式柱································(7)2.装配式梁································(8)3.装配式板································(9)4.装配式墙·······························(10)5.装配式楼梯····························(13)6.装配式阳台板及其他················(14)7.装配式套筒注浆·······················(16)8.装配式嵌缝、打胶····················(17)二、装配式后浇混凝土浇捣·············(18)1.后浇混凝土浇捣·····················(18)2.装配式后浇混凝土钢筋············(19)第二章装配式钢结构工程说明··········································(25)工程量计算规则···························(27)一、预制钢构件安装······················(29)(一)钢网架安装····························(29)1.平板网架····························(29)2.单曲面网架··························(30)3.双曲面网架··························(31)4.钢支座·······························(32)5.钢桁架·······························(33)(二)厂(库)房钢结构······················(34)1.钢屋架、托架·······················(34)2.钢柱··································(35)3.钢梁··································(36)4.钢吊车梁····························(37)5.钢平台(走道)、钢楼梯·······(38)6.其他钢构件··························(39)(三)住宅钢结构·······················(40)1.钢柱·································(40)2.钢梁·································(41)3.钢支撑·······························(42)4.核心筒钢结构·····················(43)(四)装配式钢结构·····················(44)二、围护体系安装·······················(45)(一)钢楼层板···························(45)(二)墙面板······························(46)1.金属墙面板························(46)2.硅酸钙板灌浆墙面板·············(47)3.硅酸钙板···························(48)4.蒸压砂加气保温块贴面··········(49)(三)天沟································(50)三、其他金属构件························(51)1.混凝土浇捣收边板···············(51)2.零星钢构件························(52)3.现场拼装平台摊销···············(53)4.螺栓安装···························(54)第三章建筑构件及部品工程说明········································(57)工程量计算规则·························(59)一、单元式幕墙安装···················(61)1.单元式幕墙······················(61)2.防火隔断·························(62)3.槽型埋件及连接件·············(63)二、非承重隔墙安装·················(64)1.钢丝网架轻质夹芯隔墙板····(64)2.轻质条板隔墙···················(65)3.预制轻钢龙骨隔墙·············(66)三、预制烟道及通风道安装·········(67)1.烟道、通风道···················(67)2.成品风帽安装···················(68)四、成品护栏安装·····················(69)2五、装饰成品部件安装················(70)1.成品踢脚线·························(70)2.成品木门····························(71)3.成品橱柜····························(76)第四章措施项目说明·······································(81)工程量计算规则························(83)一、装配式工程模板····················(85)(一)预制构件后浇混凝土模板······(85)(二)铝合金模板························(86)1.柱模板······························(86)2.梁模板·······························(87)3.墙模板·······························(88)4.板模板·······························(89)5.其他构件模板······················(90)二、脚手架工程·························(91)(一)钢结构工程综合脚手架·······(91)1.厂(库)房钢结构工程·········(91)2.住宅钢结构工程··················(92)(二)工具式脚手架····················(96)1.整体提升架························(96)2.电动高空作业吊篮···············(97)三、住宅钢结构工程垂直运输········(98)第一章装配式混凝土结构工程3说明一、本章定额仅包括符合装配式建筑项目特征的相关定额项目,对装配式建筑中采用传统施工工艺的项目,应根据本定额有关说明按2017版《湖北省房屋建筑与装饰工程消耗量定额及基价表》的相应项目及规定执行。二、预制构件安装1.构件安装不分构件外形尺寸、截面类型以及是否带有保温,除另有规定者外,均按构件种类套用相应定额。2.构件安装定额已包括构件固定所需临时支撑的搭设及拆除,支撑(含支撑用预埋铁件)种类、数量及搭设方式综合考虑。3.柱、墙板、女儿墙等构件安装定额中,构件底部座浆按砌筑砂浆铺筑考虑,遇设计采用灌浆料的,除灌浆材料单价换算以及扣除干混砂浆罐式搅拌机台班外,每10m³构件安装定额另行增加人工0.7工日(普技比例按相应子目拆分),其余不变。4.外挂墙板、女儿墙构件安装设计要求接缝处填充保温板时,相应保温板消耗量按设计要求增加计算,其余不变。5.墙板安装定额不分是否带有门窗洞口,均按相应定额执行。凸(飘)窗安装定额适用于单独预制的凸(飘)窗安装,依附于外墙板制作的凸(飘)窗,并入外墙板内计算,相应定额人工和机械用量乘以系数1.2。6.外挂墙板安装定额已综合考虑了不同的连接方式,按构件不同类型及厚度套用相应定额。7.楼梯休息平台安装按平台板结构类型不同,分别套用整体楼板或叠合楼板相应定额,相应定额人工、机械,以及除预制混凝土楼板外的材料用量乘以系数1.3。8.阳台板安装不分板式或梁式,均套用同一定额。空调板安装定额适用于单独预制的空调板安装,依附于阳台板制作的栏板、翻沿、空调板,并入阳台板内计算。非悬挑的阳台板安装,分别按梁、板安装有关规则计算并套用相应定额。9.女儿墙安装按构件净高以0.6m以内和1.4m以内分别编制,1.4m以上时套用外墙板安装定额。压顶安装定额适用于单独预制的压顶安装,依附于女儿墙制作的压顶,并入女儿墙计算。410.套筒
本文标题:湖北省装配式建筑工程消耗量定额及基价表
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