楼号地上地下建筑高度限价房自住型商品房结构概况序号项目内容结构形式基础结构形式筏板基础主体结构形式剪力墙结构楼盖结构形式现浇钢筋混凝土梁板结构混凝土强度等级垫层基础基础外墙柱地下车库楼梯汽车坡道设备基础住宅楼两限房及居住公共服务设施等项砌筑方案中国建筑局集团有限公司二次结构抗震等级抗震设防类别标准设防类丙类抗震等级剪力墙地下夹层及以上三级地下二层四级。车库框架三级结构断面尺寸基础底板厚度外墙厚度内墙厚度柱断面尺寸楼梯坡道结构形式现浇钢筋混凝土板式结构备注处于二类环境中的混凝土碱含量，氯离子含量的混凝土外加剂禁止使用。墙体工程地下部分外墙抗渗自防水钢筋混凝土墙，详结构施工图纸及说明。内墙除钢筋混凝土结构墙外，采用厚轻集料隔墙砌块，强度等级不低于，用水泥砂浆砌筑。砌块厂家实际生产尺寸为厚，砂浆实际采用连锁砌块专用粘结砂浆地上部分外墙除钢筋混凝土结构墙外，采用厚轻集料隔墙砌块，强度等级不低于，用混合砂浆砌筑。砌块厂家实际生产尺寸为厚，砂浆实际采用连锁砌块专用粘结砂浆内墙除钢筋混凝土结构墙外，采用厚轻集料隔墙砌块，强度等级不低于，用混合砂浆砌筑。厨房卫生间强度等级不低于。砌块厂家实际生产尺寸为厚，砂浆实际采用连锁砌块专用粘结砂浆砌块墙的芯柱洞口加强和设置的过梁等均按结构总说明施工，并应符合相应的规范要求。墙体柱边门垛宽度不大于时，用素混凝土与墙柱整体浇注，填充墙住宅楼两限房及居住公水防止粉尘到处飞扬，同时作业人员应配带口罩。对切割下废弃物要及时清扫干净。施工现场垃圾按指定的地点集中收集，并及时运出现场，时刻保持现场的环境卫生。切实做好现场管理，道路要畅通，材料构件堆放要整齐，平稳。住宅楼两限房及居住公共服务设施等项砌筑方案编制人审核人审批人编制单位局集团有限公司日期年月日住宅楼两限房及居住公共服务设施等项砌筑方案局集团有限公司目录第节编制依据第二节工程概况建筑设计概况结构设计概况第三节施工准备技术准备机具准备人员准备材料准备第四住宅分户墙隔声构造第六节质量标准及控制措施轻集料隔墙连锁砌块质量标准及控制措施砌体的允许偏差按标准进行控制第七节成品保护第八节安全保证措施第九节环境保护措施住宅楼两限房及居住公共服务设施等项砌筑方案中国建筑局集团有限公司第节编制依据大兴孙村项目施工图纸大兴孙村项目施工组织设计砌体工程施工质量验收规范混凝土结构施工质量验收规范版建筑安装分项工程施工工艺规程第二分册建筑工程资料管理规程混凝土小型空心砌块建筑技术规程保温连锁砌块轻集料隔墙连锁砌块砌体填充墙结构构造加气块混凝土砌块墙蒸压加气混凝土砌块第二节工程概况建筑设计概况序号项目内容工程名称大兴孙村地块项目工程地址北京市大兴区孙村建设单位北京尚居置业有限公司设计单位筑博设计股份有限公司监理单位北京建扶工程建设监理有限责任公司勘测单位北京京岩工程有限公司施工单位局集团有限公司合同日期日历天合同质量目标合格住宅楼两限房及居住公共服务设施等项砌筑方案中国建筑局集团有限公司结构设计概况建筑概况序号项目节施工方法工艺流程钢筋工程混凝土工程模板工程第五节填充墙砌体构造剪力墙框架柱与填充墙体芯柱构造柱过梁洞口窗下压顶住宅楼两限房及居住公共服务设施等项砌筑方案局集团有限公司有防水要求的房间建筑构造防裂构造平过梁的设置当填充墙上门窗洞口上过梁按下表选用。过梁深入墙内不小于，对于构造柱承重墙或柱相连的的过梁，应在墙柱内预留插筋，插筋留出，钢筋搭接，见下详图住宅楼两限房及居住公共服务设施等项砌筑方案中国建筑局集团有限公司过梁断面及配筋详见下图洞顶离梁底距离小于过梁高度时，过梁与梁整浇。洞口门洞口两侧做法如下住宅楼两限房及居住公共服务设施等项砌筑方案中国建筑局集团有限公司门垛与窗垛小于时，需按构造柱方式与结构整浇。窗下压顶外墙窗台下部应设置通长压顶梁，本工程以水平系梁作为窗压顶。有防水要求的房间卫生间等有防水要求的房间，楼板四周除门洞外，做高混凝土地垅，地垅宽度同墙宽。所有有水机房及所有管井均需砌筑高素混凝土门槛。门槛宽度同门两侧墙厚。建筑构造电气构造安装电盒配电箱的砌块应用混凝土灌实，将电盒配电箱固定牢固。详见下图住宅楼两限房及居住公共服务设施等项砌筑方案中国建筑局集团有限公司注电表箱预留洞大于时应采用全现浇过梁洞口下面如果管道较多无法设置现浇带时，两侧芯柱延伸至楼板墙体设壁龛，消火栓箱时，可参照本图做法给排水构造室内暖气如需挂靠于后砌墙上时，砌体墙内需混凝土灌实，灌实尺寸为，宽，高，详见下图。住宅楼两限房及居住公共服务设施等项砌筑方案中国建筑局集团有限公司雨水管冷凝水管穿空调板，需在后砌墙锚固，固定位置处砌块混凝土灌实空调板双板半高处，详见下图。卫生间太阳能水罐采用挂壁式安装，安装处砌块需混凝土灌实，灌实高度见下图。住宅楼两限房及居住