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梁、板模板工程量计算表格(excel)(1)

梁、板模板工程量计算表格(excel)(1)
梁、板模板工程量计算表格(excel)(1)

工 程 量 计 算 表

a

h

LLA1-3(1A)0.35 1.009.2+6.621-0.5=#NAME?#NAME?#NAME?KL1A1-1(1A)0.40 1.009.2+7.213-1=#NAME?#NAME?#NAME?LL1A1-1(1A)0.35 1.009.2+7.617-0.5=#NAME?#NAME?#NAME?LL1A1-1(1A)

0.35 1.009.2+8.125-0.5=#NAME?#NAME?#NAME?KL1A1-4(2A)0.40 1.009.2+8.653-0.5-1=#NAME?#NAME?#NAME?LL1A1-2(1A)0.40 1.009.2+9.216-0.5=#NAME?#NAME?#NAME?KL1A1-3(1B)

0.50 1.2017.8-0.5-0.5=

#NAME?#NAME?#NAME?LL1A1-5(3)0.300.50 3.835+2.893+4.752-0.5-0.4-0.4=

#NAME?#NAME?#NAME?LL1A1-5(4)0.300.5014.615-0.4-0.35-0.35-0.4-0.4=#NAME?#NAME?#NAME?KLA1-2(1B)0.50 1.2015.87-1=#NAME?#NAME?#NAME?LL2A1-4(3)0.300.50(3.385+2.893+4.752)/0.99

25-0.5=

#NAME?#NAME?#NAME?LL2A1-3(4)

0.300.5014.615/0.9925=

#NAME?#NAME?#NAME?LL2A1-1(4)0.370.50=15.288/0.9925-1=

#NAME?#NAME?#NAME?LL2A1-5(1)0.300.40 1.817-0.3=#NAME?#NAME?#NAME?LLA2A1-2(2)

0.30

0.40

4.474-0.3=

#NAME?

#NAME?#NAME?#NAME?

#NAME?A2区

LL1A2-3(2A)0.40 1.009.2+9.368-0.5-0.5=#NAME?#NAME?#NAME?KL1A2-4(2A)0.40 1.009.2+10.022-0.5-1=

#NAME?#NAME?#NAME?LL1A2-1(2A)0.350.909.2+10.809-1=#NAME?#NAME?#NAME?LL1A2-1(2A)

0.350.909.2+11.391-1=#NAME?#NAME?#NAME?KL1A2-4(2A)0.40 1.009.2+11.872-0.5-1=

#NAME?#NAME?#NAME?LL1A2-2(2A)0.40 1.009.2+12.425-1=#NAME?#NAME?#NAME?KL1A2-3(1B)0.50 1.20 5.911+13.926-1=

#NAME?#NAME?#NAME?KL1A2-1(1B)0.50 2.3021.615-1=#NAME?#NAME?#NAME?KL1A2-2(1B)0.50 1.2022.805-1=

#NAME?#NAME?#NAME?KL1A2-1(1B)0.50 2.3021.615/0.9925-1=#NAME?#NAME?#NAME?LL2A2-2(1)0.300.60(14.026+8.329)/0.9925-0.4-0.4=

#NAME?#NAME?#NAME?KL2A2-1(1B)0.50 1.2022.805/0.9925-1=#NAME?#NAME?#NAME?LL2A2-4(2)

0.400.65(0.853-0.3)/0.8506+2.906-0.5=

#NAME?#NAME?#NAME?KL2A2-3(1)0.400.70 1.706+2.892-0.5=

#NAME?#NAME?#NAME?LL2A2-1(1)0.350.70 2.75+2.844-0.5=#NAME?#NAME?#NAME?LL2A2-1(1)0.350.70 3.42+2.751-0.5=#NAME?#NAME?#NAME?KLA2A2-2(1)

0.40

0.70

3.785+2.822-0.8=

#NAME?

#NAME?

#NAME?

A1区

体育场A区砼模板工程量

工程部位梁号

梁截面梁净长计算公式

梁净长

砼量(m 3)模板量

(m 2)轴线号

A1区梁砼\模板小计

31轴~32轴

A2区坡道梁

33~34轴

A1区坡道梁

工 程 量 计 算 表

a

h

体育场A区砼模板工程量

工程部位梁号

梁截面梁净长计算公式

梁净长

砼量(m 3)模板量

(m 2)轴线号

道梁

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

a

h

部位(m 2)

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