工程名称:

模板类型:	组合钢模板 木模板
梁底钢模板代号:	P3015P3012P3000P3007P3006P3004P2515P2512P2509P2507P2506P2504P2015P2012P2009P2007P2006P2004P1515P1512P1509P1507P1506P1504P1015P1012P1009P1007P1006P1004
梁侧钢模板代号:	P3015P3012P3000P3007P3006P3004P2515P2512P2509P2507P2506P2504P2015P2012P2009P2007P2006P2004P1515P1512P1509P1507P1506P1504P1015P1012P1009P1007P1006P1004

[截面特性]

混凝土梁	梁宽b(mm)		梁高h(mm)
	长度L(mm)		离地面高度H(mm)
组合钢模板	悬臂端长度l1(mm)		钢模板抗剪强度设计值fv
	钢模板抗压、抗弯强度设计值f
木模板	底板厚度t(mm)		木材顺纹抗压强度设计值fc
	木材顺纹抗剪强度设计值fv		木材抗弯强度设计值fm
	木材的弹性模量E
	侧模板宽度bc(mm)		侧模板厚度tc(mm)

[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

[荷载及分项系数]
底板自重g1=		kN/m2
梁混凝土自重g2=		kN/m2
钢筋自重力g3=		kN/m2
振捣混凝土荷载g4=		kN/m2
恒荷载分项系数rG1=
活荷载分项系数rG2=

[底模横楞]
底模楞类型:	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		底楞数量n1=
底楞数量n1=
木楞宽度b1=		mm	厚度h1=		mm
底楞和顶撑间距s1=		mm

[侧模横楞]
侧模楞类型:	钢楞 木楞
电焊钢管:	O40x1.5O40x1.5O48x2.5O48x3O48x3.5O48x4O51x2O51x2.5O51x3O51x3.5O51x4O57x2O57x3O57x3.5O57x4O57x4.5O60x2O60x3O60x3.5O60x4O60x4.5O63x3O63x3.5O63x4O63x4.5O63x5O70x2O70x3O70x3.5O70x4O70x4.5O70x5O76x2O76x3O76x3.5O76x4O76x4.5O76x5O76x6O83x2O83x2.5O83x3O83x3.5O83x4O83x4.5O83x5O83x6O89x2O89x2.5O89x3O89x3.5O89x4O89x4.5O89x5O89x6O95x2O95x2.5O95x3O95x3.5O95x4O95x4.5O95x5O95x6O102x2O102x2.5O102x3O102x3.5O102x4O102x4.5O102x5O102x6O102x7O108x2O108x2.5O108x3O108x3.5O108x4O108x4.5O108x5O108x6O108x7O114x2O114x2.5O114x3O114x4O114x4.5O114x5O114x6O114x7O114x8O121x2O121x2.5O121x3O127x2O127x2.5O127x3O127x4O127x4.5O127x5O127x6O127x7O127x8O133x2.5O133x3O133x3.5O133x4O133x4.5O133x5O133x6O133x7O133x8O140x2.5O140x3O140x3.5O140x4.5O140x5O140x6O140x7O140x8O140x10O152x3O152x3.5O152x4O152x4.5O152x5O152x6O152x7O152x8O152x10O159x3O159x3.5O159x4O159x4.5O159x5O159x6O159x7O159x8O159x10O168x3O168x3.5O168x4O180x3O180x3.5O180x4O180x5O180x6O180x7O180x8O180x10O180x12O194x5O194x6O194x7O194x8O194x10O194x12O194x14O219x6O219x7O219x8O219x10O219x12O219x14O219x16O259x7O259x8O259x10O259x12O259x14O259x16		侧楞数量n2=
侧楞数量n2=
木楞宽度b2=		mm	厚度h2=		mm
侧楞间距s2=		(mm)
上端距混凝土顶面s3=		(mm)
对拉螺栓直径:	M12 M14 M16 M18 M20 M22
螺栓竖向间距s4=		(mm)

[顶撑特性]
立柱直径:	D48x3.5D48.3x3.6D51x3D48x3自定义 Dx
立柱材料等级:	Q235钢Q345钢Q390钢Q420钢Q460钢
树种强度等级:	TB15 TB17 TB20 TC11 TC13 TC15 TC17
顶撑类型:	圆木 方木
圆木直径dd=		mm
方木宽度bd=		mm
是否设置水平拉条