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混凝土墙模板计算
工程名称:
[模板类型:]
模板类型
:
组合钢模板
竹胶合模板/木胶合模板/复合纤维模板
[混凝土侧压力计算位置处至新浇筑混凝土顶面的总高度:]
H
=
m
混凝土侧压力计算位置处至新浇筑混凝土顶面的总高度
[墙混凝土浇筑参数:]
r
c
=
KN/m
3
混凝土重力密度
t0
=
时
新浇筑混凝土初凝时间,可按实测确定,当缺乏实验资料时,可采用t
0
=200/(T+15)计算,T为混凝土的温度
V
=
m/时
混凝土浇灌速度
β
1
=
不掺加外加剂时取1.0
掺具有缓凝作用的外加剂时取1.2
外加剂影响修正系数
s
=
mm
混凝土坍落度
墙厚度
:
墙厚度小于等于10cm
墙厚度大于10cm
混凝土倾倒方式
:
溜槽/串筒/导管
容量小于0.2m
3
的运输器具
容量为0.2~0.8m
3
的运输器具
容量为大于0.8m
3
的运输器具
[支撑楞参数1:]
a
=
mm
内钢楞间距
b
=
mm
外钢楞间距
内楞形式
:
双排内楞
单排内楞
n
=
单跨及两跨连续的内楞
三跨及三跨以上的内楞
内楞连续跨数
[支撑楞参数2:]
支撑楞材质
:
钢材
木材
钢材截面类型
:
钢管
热轧不等边角钢
矩形管
卷边槽形冷弯钢
热轧普通槽钢
自定义
支撑钢楞钢材标号
:
Q235
Q345
Q390
Q420
热轧不等边角钢
:
L25x16x3
L25x16x4
L32x20x3
L32x20x4
L40x25x3
L40x25x4
L45x28x3
L45x28x4
L50x32x3
L50x32x4
L56x36x3
L56x36x4
L56x36x5
L63x40x4
L63x40x5
L63x40x6
L63x40x7
L70x45x4
L70x45x5
L70x45x6
L70x45x7
L75x50x5
L75x50x6
L75x50x8
L75x50x10
L80x50x5
L80x50x6
L80x50x7
L80x50x8
L90x56x5
L90x56x6
L90x56x7
L90x56x8
L100x63x6
L100x63x7
L100x63x8
L100x63x10
L100x80x6
L100x80x7
L100x80x8
L100x80x10
L110x70x6
L110x70x7
L110x70x8
L110x70x10
L125x80x7
L125x80x8
L125x80x10
L125x80x12
L140x90x8
L140x90x10
L140x90x12
L140x90x14
L160x100x10
L160x100x12
L160x100x14
L160x100x16
L180x110x10
L180x110x12
L180x110x14
L180x110x16
L200x125x12
L200x125x14
L200x125x16
L200x125x18
自定义
L
x
x
钢管
:
D48x3.5
D48.3x3.6
D51x3
D48x3
自定义
D
x
矩形管
:
□25x25x1.2
□25x25x1.5
□25x25x1.75
□25x25x2
□30x30x2.5
□30x30x3
□40x40x2.5
□40x40x3
□40x40x4
□50x25x1.2
□50x25x1.5
□50x30x2.5
□50x30x3
□50x30x4
□50x50x2.5
□50x50x3
□50x50x4
□60x30x2.5
□60x30x3
□60x30x4
□60x40x2.5
□60x40x3
□60x40x4
□60x60x2.5
□60x60x3
□60x60x4
□60x60x5
□70x50x3
□70x50x4
□70x50x5
□70x70x3
□70x70x4
□70x70x5
□80x40x2.5
□80x40x3
□80x40x4
□80x40x5
□80x60x3
□80x60x4
□80x60x5
□80x80x3
□80x80x4
□80x80x5
□90x40x3
□90x40x4
□90x40x5
□90x50x3
□90x50x4
□90x50x5
□90x60x3
□90x60x4
□90x60x5
□90x90x3
□90x90x4
□90x90x5
□90x90x6
□100x50x3
□100x50x4
□100x50x5
□100x100x4
□100x100x5
□100x100x6
□120x60x3
□120x60x4
□120x60x5
□120x60x6
□120x80x3
□120x80x4
□120x80x5
□120x80x6
□120x120x4
□120x120x5
□120x120x6
□120x120x8
□140x80x4
□140x80x5
□140x80x6
□140x140x4
□140x140x5
□140x140x6
□140x140x8
□150x100x4
□150x100x5
□150x100x6
□150x100x8
□160x80x4
□160x80x5
□160x80x6
□160x80x8
□160x160x4
□160x160x5
□160x160x6
□160x160x8
□180x100x4
□180x100x5
□180x100x6
□180x100x8
□200x100x4
□200x100x5
□200x100x6
□200x100x8
自定义
□
x
x
卷边槽形冷弯钢
:
C60X2.5
C60X3.0
C80X2.0
C100X2.5
C100X2.5
C100X3.0
C120X2.5
C120X3.0
C140X2.0
C140X2.2
C140X2.5
C160X2.0
C160X2.2
C160X2.5
C180X2.0
C180X2.2
C180X2.5
C200X2.0
C200X2.2
C200X2.5
C220X2.0
C220X2.2
C220X2.5
C250X2.0
C250X2.2
C250X2.5
热轧普通槽钢
:
[5(50x37x4.5x7)
[6.3(63x40x4.8x7.5)
[8(80x43x5x8)
[10(100x48x5.3x8.5)
[12.6(126x53x5.5x9)
[14a(140x58x6x9.5)
[14b(140x60x8x9.5)
[16a(160x63x6.5x10)
[16b(160x65x8.5x10)
[18a(180x68x7x10.5)
[18b(180x70x9x10.5)
[20a(200x73x7x11)
[20b(200x75x9x11)
[22a(220x77x7x11.5)
[22b(220x79x9x11.5)
[25a(250x78x7x12)
[25b(250x80x9x12)
[25c(250x82x11x12)
[28a(280x82x7.5x12.5)
[28b(280x84x9.5x12.5)
[28c(280x86x11.5x12.5)
[32a(320x88x8x14)
[32b(320x90x10x14)
[32c(320x92x12x14)
[36a(360x96x9x16)
[36b(360x98x11x16)
[36c(360x100x13x16)
[40a(400x100x10.5x18)
[40b(400x102x12.5x18)
[40c(400x104x14.5x18)
w1
=
cm
3
截面最小抵抗矩
I1
=
cm
4
截面抗弯惯性矩
木材
:
TC17A(柏木、长叶松、湿地松、粗皮落叶松)
TC17B(东北落叶松、欧洲赤松、欧洲落叶松)
TC15A(铁杉、油杉、太平洋海岸黄柏、花旗松-落叶松、西部铁杉、南方松)
TC15B(鱼鳞云杉、西南云杉、南亚松)
TC13A(油松、新疆落叶松、云南松、马尾松、扭叶松、北美落叶松、海岸松)
TC13B(红皮云杉、丽江云杉、獐子松、红松、西加云杉、俄罗斯红松、欧洲云杉、北美山地云杉、北美短叶松)
TC11A(西北云杉、新疆云杉、北美黄松、云杉-松-冷杉、铁-冷杉、东部铁杉、杉木)
TC11B(冷杉、速生杉木、速生马尾松、新西兰辐射松)
TB20(青冈、椆木、门格里斯木、卡普木、沉水稍克隆、绿心木、紫心木、孪叶豆、塔特布木)
TB17(栎木、达荷玛木、萨佩莱木、苦油树、毛罗藤黄)
TB15(锥栗[栲木]、桦木、黄梅兰蒂、梅萨瓦木、水曲柳、红劳罗木)
TB13(深红梅兰蒂、浅红梅兰蒂、白梅兰蒂、巴西红厚壳木)
TB11(大叶椴、小叶椴)
a1
=
mm
内木楞高度(垂直模板平面方向)
b1
=
mm
内木楞宽度(沿模板平面内)
[模板参数:]
l
2
=
mm
组合钢模板悬挑长度
b
2
=
mm
组合钢模板宽度
I
2
=
cm
4
钢模板抗弯惯性矩
w
2
=
cm
3
截面最小抵抗矩
f
m2
=
MPa
钢模板抗弯强度设计值
[模板参数:]
d
=
mm
木竹模板厚度
f
m2
=
MPa
木竹模板抗弯强度设计值
E
2
=
MPa
弹性模量
[对拉螺杆参数:]
a
3
=
mm
对拉螺杆平均水平间距
b
3
=
mm
对拉螺杆平均竖向间距
螺杆直径
:
M12
M14
M16
M18
M20
M22
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