全现浇钢筋混凝土剪力墙结构高层住宅设计.pdfVIP

摘 要 本设计为全现浇钢筋混凝土剪力墙结构高层住宅，总建筑面积约31029㎡，地处8 度抗震设防区域，场地土为Ⅱ类，施工设计是本设计的重点，本设计的内容主要有：建 筑特征：内墙面：厨房、卫生间墙面为水泥砂浆拉毛墙面、管道井为水泥砂浆墙面，其 余为水泥石膏砂浆抹面刮白墙面。顶棚：室内所有房间为水泥石膏砂浆抹面瓜白顶棚， 电梯前室为纸面石膏板吊顶。楼地面：住宅楼室内地面、楼梯间及楼梯为1:2.5水泥砂 浆露面。油漆：予埋铁件外露金属材料刷红丹防锈漆二道。钢筋：φ为HPB235级钢筋， φ为HRB335级钢筋，为HRB400级钢筋和冷轧带肋钢筋。 钢筋接头：钢筋接头为直螺纹连接和焊接连接。焊条：HPB235热轧钢筋与HPB235 热轧钢筋之间焊接用E43型，HRB335热轧钢筋与HRB335热轧钢筋之间焊接用E50型， HRB400热轧钢筋用E55型。砌体：砌体砌筑质量控制等级为B级，填充墙均为烧结黏土 空心砖，外墙300mm厚，内墙200mm厚及100mm厚。填充墙长度≥5m时，墙体中间增设 卧梁，填充墙长度≥4m时，在墙高中部增设构造柱，填充墙与框架柱、构造柱必须拉结， 按规范要求设置拉结筋。安装工程：生活给水系统，消防给水系统，污水排放系统，雨 水排放系统，采暖系统，排放烟系统，照明系统，动力配电系统，有线电视系统，综合 布线及电话，防雷、接地及等电位连接保护系统。 关键词：施工设计 主体工程 安装 I Abstract This design for all the cast-in-place reinforced concrete shear wall structure high-rise residential, with a total construction area of about 31029 ㎡. Located in 8 degree seismic fortification area, site Ⅱ class for soil types. The construction organization design is the design key point.Themain content ofthisdesign Features:metopeinside:thekitchen,toilet ： metope for cement mortar roughcast walls, conduit well cement mortar metope, the rest for cement mortar plaster gypsum scrape white metope.Ceiling: indoor all the room for the mortar cement gypsum plaster melon white ceiling, elevator plasterboard condole room for before.Floors: building indoor ground, stair and stair of 1:2.5 cement mortar appearances.Paint:to bury iron castings exposed metal materials brush paint two word turns. HPB235 level for reinforced: φHRB335 level for reinforcing steel bar and reinforced HRB400reinforced andlevel,for coldrolledribbedbars. Reinforced joint: reinforced joint for straight thread connecting and welding connection.HPB235hot-rolled steel welding:with HPB235hot-rolled steel welding E43type, with between HRB335 hot-rolled steel and HRB335 hot-rol