龙固中一新村住宅小区本工程为“沛县龙固中一新村住宅小区”栋号为1#号楼工程，项目位于沛龙公路北侧，龙固镇西侧。建筑面积约6438平方米,7层，建筑高度20.55米。砖混结构，民用住宅。本工程抗震设防烈度7度，耐火等级二级，建筑使用耐久年限二级，主体结构合理使用年限50年，屋面防水等级Ⅲ级。本工程为砖混结构住宅楼，结构层次为7层；安全等级为二级，建筑场地类别为Ⅱ类。基础采用钢筋混凝土条形基础。混凝土强度等级：基底垫层为C15素砼，基础采用C35砼,其余C25砼。基础下采用粉喷桩.砌体材料：±0.000以下墙体采用MU10普通烧结砖,M10水泥砂浆，车库层及一层墙体采用MU10普通烧结砖,M10混合砂浆，二层到屋面采用采用MU10普通烧结砖,M7.5混合砂浆，120厚墙为非承重墙,应后塞,楼板,屋面板均为现浇钢筋砼结构。钢筋：HPB235级钢筋，强度标准值为210N/mm2，符号为φ。HPB335级钢筋，强度标准值为300N/mm2，符号为φ。HRB400级钢筋，强度标准值为360N/mm2，符号为Φ。关键字：砖混，抗震设防，材料，条形基础，钢筋DragonsolidvillageresidentialareaThisprojectisa"solidPeixianavillageresidential"BuildingNo.1#buildingproject,projectislocatedinPeiDragonRoadonthenorthsideof,GuzhenontheWestside.Constructionareaofabout6438squaremeters,6floor,building17.55metershigh.Masonrystructure,civilianresidential.，Theseismicfortificationintensityof7degree，Refractorygradetwo,buildingusedurablelifeoftwograde,themainstructureandreasonableservicelifeof50years,roofwaterproofgradeIIIlevel.Thisworksfortheresidentialbuildingwithbrick-concretestructure,structureof6layer;safetygradetwo,constructionsiteforthetypeofcategory.Thefoundationofthereinforcedconcretestripfoundation.Thestrengthgradeofconcrete:thebasallayerofC15concrete,concretefoundationbyusingC35,theC25concrete.Foundationbypowderjetpile.Masonrymaterials:plusorminus0wallbyusingMU10ordinaryfiredbrick,cementmortarM10,garagelayerandalayerofordinaryfiredbrickwalladoptsMU10,M10mixedmortar,thetwolayertotheroofbyusingMU10ordinarysinterbrick,M7.5mixedmortar,120thickwallfornon-loadbearingwalls,shouldbeaftertheplug,floor,roofpanelforcast-in-situreinforcedconcretestructure.Bar:HPB235reinforced,strengthstandardvaluesfor210N/mm2,symbolsfor.HPB335reinforced,strengthstandardvaluesfor300N/mm2,symbolsfor.HRB400reinforced,strengthstandardvaluesfor360N/mm2,asasymbol.Keywords:concrete,seismicdesign,material,stripfoundation,reinforced目录第一章前言..............................................................1第二章工程概况..........................................................22.1建筑设计特点....................................................................22.2结构设计特点....................................................................2第三章项目部组成、主要技术人员、劳动力配置及保障措施....................23.1工程管理目标..................................................................2-33.2项目部组成、主要技术人员、劳动力配置............................................33.3项目经理部人员管理职责........................................................33.4劳动力配置....................................................................4-53.5劳动力组织和管理的关键环节......................................................43.6劳动力保证措施..................................................................5第四章施工程序及总体组织部署............................................54.1、施工程序的部署原则：..........................................................54.2、施工流水段划分及施工顺序安排.............................................
