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电视中心地下室施工组织设计 [复制链接]

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阿杜

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积极奉献者论坛版主勋章终身VIP会员勋章优秀版主勋章公益讲师忠诚勋章论坛元老
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发表于 2008-06-18 20:30 |只看楼主
1．0rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
编制依据rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1．1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
合同rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
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电视中心主体工程施工合同。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1．2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
勘察报告rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
中国有色金属工业长勘深圳分院编制的《深圳电视台深圳电视中心施工图设计阶段岩土工程勘察报告书》，编制时间：一九九八年十一月。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1．3rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
经过有关部门审批的有效施工图rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
由机械工业部深圳设计研究院设计的地下室部分的结构、建筑施工图，《深圳电视中心地下防水工程深化设计图集》（送审图），及其他专业施工图。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1．4rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
主要国家或行业规范、标准、规程、法规、图集，地方法规图集rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

规范、标准、文件一览表rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

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土方与爆破工程施工及验收规范rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
GBJ201-83rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
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地基与基础施工及验收规范rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
GBJ202-83rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
国家标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
混凝土结构工程施工及验收规范rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
GB5024-92rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
行业标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
钢筋混凝土高层建筑结构设计与施工规程rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
JGJ3-91rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
国家标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
钢结构工程施工及验收规范rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
GB50205-95rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
国家标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
人防工程施工及验收规范rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
GBJ134-90rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
国家标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
地下防水工程施工及验收规范rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
GBJ206-83rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
国家标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
地下工程防水技术规范rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
GBJ108-87rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
国家标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
预拌砼rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
GB14902-94rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
行业标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
混凝土泵送施工技术规程rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
JGJ/T10-95rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
国家标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
混凝土强度检验评定标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
GBJ107-87rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
国家标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
建筑安装工程质量检验评定统一标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
GBJ300-88rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
国家标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
建筑工程质量检验评定标准rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
GBJ301-88rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1．5rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
企业ISO9002质量体系标准文件rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
公司《质量保证手册》第三版。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2．0rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
电视中心地下室概况rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2．1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
工程建设概况rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
工程建设概况一览表rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
工程名程rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
深圳电视中心rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
工程地址rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
深圳市未来城市中心福田中心区的西南角，深南大道与新州路交汇处立交桥东北侧rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
建设单位rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
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中国有色金属工业长勘深圳分院rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
建筑设计单位rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
机械工业部深圳设计研究院rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
监理单位rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
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中国广播电视部设计研究院rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
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rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
工程主要的功能和用途rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
电视演播、制作及传输rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
工rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
期rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
3个月rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2．2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
建筑设计概况rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2．2．1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
各部分功能、层高及建筑面积rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
电视中心共有两层地下室，其中二层地下室建筑面积9568.07m2，塔楼部分层高为5.1m，裙楼部分层高有4m、4.2m等多种，人防部分层高为4.2m，其主要功能区设置及面积如下：rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

名rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
称rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

建筑面积（m2）rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

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名rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
称rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

建筑面积（m2）rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
人防第一防护单元rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
976.82rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
冷冻机房rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
727.98rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
人防第二防护单元rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
787.41rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
设备用房及其他rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1758.17rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
技术用房rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
813.18rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
汽车库（不含人防）rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
4504.51rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
一层地下室建筑面积8724.33 m2，塔楼部分层高为4.8m，裙楼部分层高有5.8m、5.65m、5.6m等多种，主要功能区设置及其建筑面积如下：rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
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名rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
称rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

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建筑面积（m2）rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

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名rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
称rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

建筑面积（m2）rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
景片库rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1728.6rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
设备用房及其他rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
4407.71rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
厨房rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
668.51rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
机械舞台夹层rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
692.61rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
餐厅rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1917.51rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2．2．2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
地下室防水rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
本工程为特级建筑，地下室防水按特别重要的对防水有特殊要求的地下防水工程标准设计，它包含钢筋混凝土结构自防水、迎水面附加防水、及背水面附加防水三道防水。目前防水材料及其供应商的选择及评审工作正在进行之中。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2．2．3rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
地下室防火分区rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
地下一层分为九个防火分区；其中景片库分为四个防火分区，且最大防火分区面积不超过600m2；每个防火分区分别有两个以上的安全疏散口。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
地下二层分为四个防火分区。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2．3rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
结构设计概况rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
该工程地下室埋置深度为15.5m（最低处），采用人工挖孔灌注桩基础，目前桩基已施工完毕。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2．3．1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
地下室主要结构尺寸rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
⑴地下室底板主要结构尺寸如下rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
·桩承台rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
每根灌注桩顶部与地下室底板的交接处都设有桩承台，桩承台的编号、尺寸、底标高及数量详见下表：rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

承台编号rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

承台截面尺寸rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

(长X宽X高，单位m)rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

承台底标高rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

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(m)rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

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承台数量rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
21.8X11.1X2.05rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-15.3rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
21.75X11.3X2.5rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-15.5rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT3rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-12.0rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT4rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-11.2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT5rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
10.8X1.8X1.4rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-11.2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT6rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
4.45X5.8X1.6rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-11.4rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT7rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
6.4X2.55X1.6rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-11.4rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT8rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-11.6rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT9rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
7.92X6X1.6rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-11.4rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT11arb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1.8X4.22X1.5rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-11.3rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT11brb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1.8X4.98X1.5rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-11.3rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT11crb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1.8X4.4X1.5rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-11.3rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT11rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1.8X4.64X1.5rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-11.3rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT12rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1.6X1.6X1.1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-10.9rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
8rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT13arb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1.8X1.8X1.3rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
底标高不等rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
29rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT13brb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1.8X1.8X1.4rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
底标高不等rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
6rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT13rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1.8X1.8X1.2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
底标高不等rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
62rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT14rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2X2X1.4rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
底标高不等rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
41rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT15rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2.2X2.2X1.6rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
底标高不等rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
13rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT16rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2.7X2.7X1.8rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
底标高不等rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
4rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT17arb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
3.3X3.5X2.2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-12.0rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT17rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
3.3X3.3X2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-13.2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
4rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT18rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
3.4X3.6X2.7rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-12.5rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
CT19rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
弧形rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
-11.6rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
·地下室底板rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
地下室设计为梁板式底板，主楼部分底板厚度为600mm，顶标高为-11.2m。裙楼舞台部分底板厚度为600mm，顶标高-9.9m，其他部分底板厚度为500mm，顶标高为-9.8m。地梁截面有550X1100、550X1200、700X1200、600X1200、1000X1200、700X1000等多种，最大截面为1000X2600。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
⑵地下二层主要结构尺寸如下rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
·人防区域顶板厚度为330mm，顶标高有-4.83m及-5.63m两种；rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
·主楼部分顶板厚度大部分区域为180mm，顶板顶标高以-4.83m为主；rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
·群楼舞台区域顶板厚度为200mm，顶标高为-6.63m；其他部分顶板厚度150mm，顶标高为-5.63m；rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
·梁截面尺寸很多，最大截面为800X1750。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
·地下一层墙体厚度主要有：250、300、400、450、500、550、600等多种。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
·地下一层柱截面尺寸主要有1400X1400、1300X1300、1100X1100、900X1300、900X1100、900X1000、800X800、700X700、600X600、500X500等多种，主楼有12根钢骨混凝土柱，详见下表：rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

柱子编号rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

截面尺寸rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

（长X宽）rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

数rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
量rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

（单位：根）rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

备rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
注rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
SKZ1rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1100X1100rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
钢骨混凝土柱rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
SKZ2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1400X1400rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
钢骨混凝土柱rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
SKZ3rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1400X1400rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
钢骨混凝土柱rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
SKZ4rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1400X1400rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
钢骨混凝土柱rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
SKZ5rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1300X1300rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
钢骨混凝土柱rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
SKZ6rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
1300X1300rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
钢骨混凝土柱rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2．3．2rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
混凝土品种及强度等级rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
地下室混凝土品种及强度等级详见下表：rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

部rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
位rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

混凝土强度等级rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

混凝土抗渗等级rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

备rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
注rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥

rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
地下室桩承台、底板rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
C30rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
S8rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
掺加YK-FS防水剂rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
底下室外侧板rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
C30rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
S8rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
掺加YK-FS防水剂及PP纤维rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
地下室一层梁板rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
C30rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
地下室水箱间墙板rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
C30rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
S8rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
掺加YK-FS防水剂及PP纤维rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
塔楼墙柱rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
C60rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
群楼墙柱rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
C40rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
垫层rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
C10rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
防水保护层rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
C20rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
细石混凝土rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2．3．3rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
钢筋品种及连接方式rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
该工程的钢筋品种有：Ⅰ、Ⅱ、Ⅲ级钢。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
根据设计要求，直径大于22mm的钢筋采用等强度滚轧直螺纹连接，目前正在进行供应商的选择及评审工作；直径小于等于22mm的钢筋采用绑扎接头，遇到特殊情况，如搭接长度不够时可以采用焊接接头。采用焊接及螺纹连接接头时，其接头均不宜设在构件最大弯矩处，且宜避开梁端、柱端箍筋加密区。Ⅰ、Ⅱ级钢筋采用搭接焊接连接时，可采用单面焊或双面焊，优先采用双面焊；Ⅲ级钢筋可采用双面或单面绑条焊。当钢筋直径大于16mm时，可采用预热闪光对焊。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
2．3．4rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
其他rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
该工程地下室部分设计共设置四条后浇带，横向一道，纵向三道，这四条后浇带将整个地下室分隔为五大块。根据设计要求，后浇带要在主体钢筋混凝土结构全部完成后60天方可浇筑混凝土。rb­?ù b•bbs.3c3t.com«óf·ÕŽ¶.¸¥
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