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时间:2022-09-19
《DB32∕T 3947-2020 明挖现浇隧道混凝土收缩裂缝控制技术规程(江苏省)》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、ICS93.060P25DB32江苏省地方标准DB32/T3947-2020明挖现浇隧道混凝土收缩裂缝控制技术规程Technicalspecificationforshrinkagecrackcontrolofcutandcovertunnelconcrete2020-12-15发布2021-01-15实施江苏省市场监督管理局发布XXXX-XX-XX实施城市轨道江苏省质量技术监督局发布交通运营服务DB32/T3947-2020目次前言...............................................................
2、....................................................................................................II1范围.................................................................................................................................................................12规范性引用文件.......
3、......................................................................................................................................13术语和符号.............................................................................................................................................
4、........13.1术语..........................................................................................................................................................23.2符号............................................................................................................
5、..............................................24设计.................................................................................................................................................................34.1一般要求...............................................................
6、...................................................................................34.2抗裂性设计..............................................................................................................................................35材料............................................
7、.....................................................................................................................35.1原材料......................................................................................................................................................35.2配合比.
8、..........................
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