工程名称:

模板类型:	组合钢模板 木模板
钢模板代号:	P3015P3012P3000P3007P3006P3004P2515P2512P2509P2507P2506P2504P2015P2012P2009P2007P2006P2004P1515P1512P1509P1507P1506P1504P1015P1012P1009P1007P1006P1004

[截面特性]

混凝土柱	柱截面宽度b(mm)		柱截面长度h(mm)
	高度H(mm)		柱箍间距s(mm)
组合钢模板	悬臂端长度s1(mm)		钢模板抗压、抗弯强度设计值f
	木模板	柱模板宽度bc(mm)		柱模板高度hc(mm)
柱模板厚度t(mm)
木材抗弯强度设计值fm			木材的弹性模量E

[混凝土浇筑特性]
混凝土的重力密度γc=		kN/m3
混凝土入模温度T=		℃
混凝土浇筑速度V=		m/h
混凝土坍落度S=		mm
是否掺外加剂

[荷载分项系数]
恒荷载分项系数rG1=
活荷载分项系数rG2=

[柱箍特性]
[长边柱箍]
柱箍类型:	钢楞 木楞
卷边槽钢:	C60X2.5C60X3.0C80X2.0C100X2.5C100X2.5C100X3.0C120X2.5C120X3.0C140X2.0C140X2.2C140X2.5C160X2.0C160X2.2C160X2.5C180X2.0C180X2.2C180X2.5C200X2.0C200X2.2C200X2.5C220X2.0C220X2.2C220X2.5C250X2.0C250X2.2C250X2.5		钢楞数量n1=
木楞宽度b1=		mm	木楞数量n1=
拉杆螺栓直径:	M12 M14 M16 M18 M20 M22
螺栓至混凝土柱边的距离a1=		mm
拉杆螺栓间距d1=		(mm)
悬臂长度a1=		(mm)

[短边柱箍]
柱箍类型:	钢楞 木楞
卷边槽钢:	C60X2.5C60X3.0C80X2.0C100X2.5C100X2.5C100X3.0C120X2.5C120X3.0C140X2.0C140X2.2C140X2.5C160X2.0C160X2.2C160X2.5C180X2.0C180X2.2C180X2.5C200X2.0C200X2.2C200X2.5C220X2.0C220X2.2C220X2.5C250X2.0C250X2.2C250X2.5		钢楞数量n2=
木楞宽度b2=		mm	木楞数量n2=
拉杆螺栓直径:	M12 M14 M16 M18 M20 M22
螺栓至混凝土柱边的距离a2=		mm