1.5屋面
本工程屋面7#楼及8#楼为有组织外排水,防水等级为一级,三道设防。隔汽层为SBC120(300g/㎡)防水卷材,屋面保温层为120mm挤塑板保温,防水层选用SBC120(400g/㎡)防水卷材,刚性防水为40mm厚C20细石混凝土内配Φ4@150钢筋网片。
2、编制依据
2.1由哈尔滨中建建筑设计有限公司设计的施工图纸
<建筑装饰装修工程>DB23/712-
1.3结构形式、层数
本工程基础为超流态桩基础,7#楼及8#楼主体结构为剪力墙结构,地下1层、地上22层
7＃楼±0标高相当于绝对高程118.85m,8＃楼±0标高相当于绝对高程118.65m,
本工程内隔墙为轻质陶粒砌块砌筑,砌筑砂浆强度为M5级。
1.4装饰形式
本工程外墙保温采用外贴100mm厚苯板保温。外墙饰面为涂料饰面,一层大堂地面为理石地面,室内门厅及公共走廊地面为瓷砖地面,墙面为抹灰大白面层,厨卫天棚为清水楼板。
<混凝土结构施工钢筋排布规则与构造详图(现浇混凝土框架、剪力墙、框架-剪力墙)>06G901-1
2.3黑龙江地方标准
<统一标准>DB23/711-
<建筑地基基础工程>DB23/T715-
<超流态混凝土灌注桩基础技术规程> DB23/T360—
<混凝土结构工程>DB23/716-
<砌体工程>DB23/717-
12劳动力需求计划·······································································101
13主要机具设备计划····································································103
2编制依据····················································································2
3总体部署····················································································4
施工组织设计概述(7)
C2-01-1
单位工程施工组织设计
工程名称:伸马托斯卡纳三期二标段7#楼、8#楼工程
施工单位:黑龙江省东伟建筑安装工程有限公司
编制日期:年6月02日
1工程概况····················································································1
1、工程概况
工程名称:伸马托斯卡纳三期二标段7#楼、8#楼工程
建设单位:黑龙江伸马房地产开发有限公司
设计单位:哈尔滨中建建筑设计有限公司
监理单位:黑龙江飞达建设工程管理有限公司
勘察单位:黑龙江寒地建筑勘察设计有限公司
施工单位:黑龙江省东伟建筑安装工程有限公司
1.1地理位置
托斯卡纳三期工程位于哈尔滨市利民开发区永达路,本工程地貌为松花江漫滩区,场地地形比较平坦,地势起伏不大,原自然地面高程在118.1~118.5m左右。地层岩性分布特征如下:第1层杂填土,第2层粉质粘土,第3层细砂,第4层中砂,第5层粗砂,第6层粉质粘土,第七层粗砂。
勘查期场地区地下水位埋深4.50m-6.00m,初见水位为5.00m-6.50m,具有微承压性;地下水主要靠大气降水及侧向径流补给,水位随季节变化影响,汛期水位较高,枯水期水位较低,年变幅在2-3M左右。
场地抗浮设计水由7＃楼、8＃楼组成,总建筑面积为14421.62m2。其中:7#楼及8#楼为高层住宅楼。
10十项新技术应用措施··································································92
11检验批划分··············································································96
8季节性施工措施··········································································87
9降低成本技术措施·······································································90
14施工进度计划··········································································104
15现场平面布置图·······································································106
4分项施工方案··············································································6
5质量保证技术措施·······································································54
6安全文明技术措施·······································································74
7保证工期技术措施·······································································85
2.2国标图集
<现浇混凝土框架、剪力墙、框架-剪力墙、框支剪力墙平法图集>11G101-1
<现浇混凝土板式楼梯平法图集>11G101-2
<筏型基础平法图集>11G101-3
<现浇混凝土楼面与屋面板平法图集>11G101-4
<箱形基础及地下室结构平法图集>08G101-5
<独立基础、条形基础、桩基承台平法图集>06G101-6