结构施工图校审细则(精简版).docx

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1、结构施工图校审细则目  录1  编制说明·····················································4  2  审校原则·····················································4  3  常用结构计算分析软件·········································54  设计参数（以PMCAD为例）·····································  55

2、  设计参数（以SATWE为例）······································8  6  地基基础设计（以JCCAD为例）··································13  7  板平法施工图··················································14  8  梁平法施工图··················································16  9  墙、柱平法施工图·

3、·············································17  10  楼梯平法施工图···············································18  11  基础平面布置图···············································19  12  地下室结构大样···············································20  13  结构设计说明·······

4、··········································20  14  目录及图签···················································20  15  计算书·······················································20  16  归档交验内容·················································211.编制说明：略2．审校原则：

5、略3.常用结构计算分析软件略4.设计参数（以PMCAD为例）4.1▲★设计参数各项正确，与建筑物设计条件相符。4.2▲★楼层组装，总层数和各层层高与建筑核对，特别注意首层层高应算至基础顶（首层地坪有基础拉梁时宜按一标准层计算，拉梁层设为地下室，且拉梁按框架梁设计）。“与基础相连构件最大底标高”数值应正确。4.3▲★计算模型与实际情况相符，模型简化应合理。4.4各标准层梁、柱、墙、洞口等构件布置及截面是否合理；各层混凝土强度是否合理；竖向构件应上下连续、合理分段减小截面（注意建筑立面要求）；梁高要考虑

6、建筑外墙窗顶标高和室内净空要求。1）柱布置：柱网布置应力求做到简单、规则、整齐，柱网尺寸应符合经济原则并尽量符合模数。现浇钢筋混凝土民用建筑结构常用柱网6~12米，超过9米不经济。2）梁布置：a、主要承重框架横向布置，可以有效地提高房屋横向的抗侧强度和刚度。这种布置不仅结构上合理，而且建筑上有利于立面处理和室内采光。b、主梁纵横向梁高应区别，截面高度可取跨度的1/10~1/15，且应及时与各专业配合。c、次梁布置尽量将荷载传给主受力框架方向，截面不宜过宽，正常宽度250即可。3）剪力墙布置：a、剪力

7、墙上相关专业预留的较大洞口应按实际计算b、剪力墙的截面厚度应符合墙体稳定验算4）柱、墙、梁的偏心应按实际输入4.5楼板布置，板厚、错层、悬挑板（空调板、雨篷等）、楼板开洞。4.6▲荷载：1）输入荷载是否选取“自动计算板自重”；2）若“考虑活荷载折减”，将与后续SATWE等三维计算、基础导荷所用的活荷载折减同时考虑，因此建议仅在SATWE前处理模块中设置活荷载折减系数；3）楼板恒、活荷载及梁、墙荷载取值正确，人防顶板、非人防顶板荷载区分；4）特殊荷载输入，如吊车、二次装修幕墙、设备安装吊挂、雨棚、网架

8、等。5）楼板上均布的消防车荷载取值见《建筑结构荷载规范》表5.1.1，当楼盖上有覆土时，可对楼面消防车活荷载标准值进行折减，见荷载规范附录B；设计楼面梁时消防车活荷载折减系数见荷载规范5.1.2条；设计基础时可不考虑消防车荷载。6）易遗漏处：a、剪力墙上砌隔墙和门窗洞口隔墙荷载。b、翻边（雨篷、挑檐、下挂板）荷载。c、楼梯多于两跑时应增加恒活荷载、楼梯间按楼板导荷与梯梁梯柱布置是否相符。d、电梯机房层钢梁集中力、电梯机房顶吊钩集中力、多层地下室电梯基坑不落至基础时底坑