【正文】 門扣窗扣梁 = 1,F4,F 1,F4,F 外墻外側(cè)滿掛鋼絲網(wǎng)片面積 = *扣窗扣砼柱扣構(gòu)造柱扣梁 = 4,H11404,E 4,H11404,E 外墻外側(cè)滿掛鋼絲網(wǎng)片面積 = *扣窗扣砼柱扣梁 = 91100,D9+900,D 91100,D9+900,D 外墻外側(cè)滿掛鋼絲網(wǎng)片面積 = 4*扣梁 = 71099,D7+900,D 71099,D7+900,D 外墻外側(cè)滿掛鋼絲網(wǎng)片面積 = 4*扣梁 = 111100,D11+900,D 111100,D11+900,D 外墻外側(cè)滿掛鋼絲網(wǎng)片面積 = 4*扣梁 = 14744,K15+99,K 14744,K15+99,K 外墻外側(cè)滿掛鋼絲網(wǎng)片面積 = *扣門扣窗扣砼柱 = 15,A10015,K+100 15,A10015,K+100 外墻外側(cè)滿掛鋼絲網(wǎng)片面積 = *扣窗扣砼柱 = 14744,A15+99,A 14744,A15+99,A 外墻外側(cè)滿掛鋼絲網(wǎng)片面積 = *扣門扣窗扣砼柱 = 1299,A14744,A 1299,A14744,A 外墻外側(cè)滿掛鋼絲網(wǎng)片面積 = *扣門扣窗扣砼柱 = 鋼絲網(wǎng)片總長度 = 鋼絲網(wǎng)片總長度 = 鋼絲網(wǎng)片總長度 = 5,K5,K545 5,K5,K545 鋼絲網(wǎng)片總長度 = + = 5,K5455,E 5,K5455,E 鋼絲網(wǎng)片總長度 = + = 1,K4,K 1,K4,K 鋼絲網(wǎng)片總長度 = 16+16 = 32m11,E11,K 11,E11,K 鋼絲網(wǎng)片總長度 = + = 1299,K14744,K 1299,K14744,K 鋼絲網(wǎng)片總長度 = + = 12,K+10012,K570 12,K+10012,K570 鋼絲網(wǎng)片總長度 = + = 12,K57012,A99 12,K57012,A99 鋼絲網(wǎng)片總長度 = + = 3,F1003,K 3,F1003,K 鋼絲網(wǎng)片總長度 = + = 1,F4,F 1,F4,F 鋼絲網(wǎng)片總長度 = + = 4,H11404,E 4,H11404,E 鋼絲網(wǎng)片總長度 = = 91100,D9+900,D 91100,D9+900,D 鋼絲網(wǎng)片總長度 = 2 = 2m71099,D7+900,D 71099,D7+900,D 鋼絲網(wǎng)片總長度 = 2 = 2m111100,D11+900,D 111100,D11+900,D 鋼絲網(wǎng)片總長度 = 2 = 2m14744,K15+99,K 14744,K15+99,K 鋼絲網(wǎng)片總長度 = + = 15,A10015,K+100 15,A10015,K+100 鋼絲網(wǎng)片總長度 = + = 14744,A15+99,A 14744,A15+99,A 鋼絲網(wǎng)片總長度 = + = 1299,A14744,A 1299,A14744,A 鋼絲網(wǎng)片總長度 = + = 墻厚 = 200mm 墻厚 = 墻厚 = 5,K5,K545 5,K5,K545 墻厚 = = 5,K5455,E 5,K5455,E 墻厚 = = 1,K4,K 1,K4,K 墻厚 = = 11,E11,K 11,E11,K 墻厚 = = 4,H11404,E 4,H11404,E 墻厚 = = 91100,D9+900,D 91100,D9+900,D 墻厚 = = 71099,D7+900,D 71099,D7+900,D 墻厚 = = 111100,D11+900,D 111100,D11+900,D 墻厚 = = 14744,K15+99,K 14744,K15+99,K 墻厚 = = 15,A10015,K+100 15,A10015,K+100 墻厚 = = 14744,A15+99,A 14744,A15+99,A 墻厚 = = 1299,A14744,A 1299,A14744,A 墻厚 = = 墻高 = 墻高 = 墻高 = 5,K5,K545 5,K5,K545 墻高 = = 5,K5455,E 5,K5455,E 墻高 = = 1,K4,K 1,K4,K 墻高 = = 11,E11,K 11,E11,K 墻高 = = 12,K57012,A99 12,K57012,A99 墻高 = = 外接矩形洞口面積 = 外接矩形洞口面積 = 外接矩形洞口面積 = 首層 窗 C1021 首層 窗 C1021 首層 窗 C1021洞口面積 = 洞口面積 = 洞口面積 = 111800,E25 111800,E25 洞口面積 = (1*) = 10+800,E25 10+800,E25 洞口面積 = (1*) = 10框外圍面積 = 框外圍面積 = 框外圍面積 = 111800,E25 111800,E25 框外圍面積 = (1*) = 10+800,E25 10+800,E25 框外圍面積 = (1*) = 數(shù)量 = 22樘 數(shù)量 = 22樘 數(shù)量 = 22樘111800,E25 111800,E25 數(shù)量 = 1 = 1樘10+800,E25 10+800,E25 數(shù)量 = 1 = 1樘101000,E25 101000,E25 數(shù)量 = 1 = 1樘9+1600,E25 9+1600,E25 數(shù)量 = 1 = 1樘111600,K+25 111600,K+25 洞口高度 = = 洞口周長 = 洞口周長 = 洞口周長 = 111800,E25 111800,E25 洞口周長 = ((1+)*2) = 10+800,E25 10+800,E25 洞口周長 = ((1+)*2) = 101000,E25 101000,E25 洞口周長 = ((1+)*2) = 首層 過梁 GL1(200寬）[90] 首層 過梁 GL1(200寬）[90] 首層 過梁 GL1(200寬）[90]體積 = 體積 = 體積 = 3,G4333,G+966 3,G4333,G+966 體積 = (*) = 3,K13503,K+50 3,K13503,K+50 體積 = (*)扣構(gòu)造柱 = 11,J+125011,K+50 11,J+125011,K+50 體積 = (*)扣柱 = 12+550,K12+2250,K 12+550,K12+2250,K 體積 = (*)扣柱 = 132250,K13550,K 132250,K13550,K 體積 = (*)扣柱 = 14+549,K14+2249,K 14+549,K14+2249,K 體積 = (*)扣柱 = 12,E42512,D925 12,E42512,D925 體積 = (*)扣柱 = 131999,H750131999,J+50 131999,H750131999,J+50 體積 = (*) = 14+2000,J+5214+2000,H747 14+2000,J+5214+2000,H747 體積 = (*) = 模板面積 = 模板面積 = 模板面積 = 3,G4333,G+966 3,G4333,G+966 模板面積 = + = 3,K13503,K+50 3,K13503,K+50 模板面積 = + = 11,J+125011,K+50 11,J+125011,K+50 模板面積 = +扣柱 = 131999,H750131999,J+50 131999,H750131999,J+50 模板面積 = + = 14+2000,J+5214+2000,H747 14+2000,J+5214+2000,H747 模板面積 = + = 數(shù)量 = 28個 數(shù)量 = 28個 數(shù)量 = 28個長度 = 長度 = 長度 = 首層 過梁 GL1(250寬）[90] 首層 過梁 GL1(250寬）[90] 首層 過梁 GL1(250寬）[90]體積 = 體積 = 體積 = = 0m3111200,E2511,E25 111200,E2511,E25 體積 = (*)扣柱扣構(gòu)造柱 = 91249,E25949,E25 91249,E25949,E25 體積 = (*)扣柱扣構(gòu)造柱 = 6+1950,K+2571050,K+25 6+1950,K+2571050,K+25 體積 = (*) = 6+50,K+256+1550,K+25 6+50,K+256+1550,K+25 體積 = (*)扣構(gòu)造柱 = 61750,K+256250,K+25 61750,K+256250,K+25 體積 = (*) = 5+850,K+2562150,K+25 5+850,K+2562150,K+25 體積 = (*) = 102050,K+2510,K+25 102050,K+2510,K+25 體積 = (*) = 10,K+2510+2050,K+25 10,K+2510+2050,K+25 體積 = (*) = 模板面積 = 模板面積 = 模板面積 = 5+850,E2562150,E25 5+850,E2562150,E25 模板面積 = +扣梁 = 0m261750,E256250,E25 61750,E256250,E25 模板面積 = +扣梁 = 0m2111200,E2511,E25 111200,E2511,E25 模板面積 = +扣柱扣構(gòu)造柱 = 91249,E25949,E25 91249,E25949,E25 模板面積 = +扣柱扣構(gòu)造柱 = 10+2150,K+2411850,K+24 10+2150,K+2411850,K+24 模板面積 = + = 10,K+2510+2050,K+25 10,K+2510+2050,K+25 模板面積 = + = 數(shù)量 = 26個 數(shù)量 = 26個 數(shù)量 = 26個長度 = 長度 = 長度 = 5+850,E2562150,E25 5+850,E2562150,E25 長度 = = 寬度 = 寬度 = 寬度 = 5+850,E2562150,E25 5+850,E2562150,E25 寬度 = = 高度 = 高度 = 高度 = 5+850,E2562150,E25 5+850,E2562150,E25 高度 = = 首層 過梁 GL1(200寬）1[190] 首層 過梁 GL1(200寬）1[190] 首層 過梁 GL1(200寬）1[190]體積 = 體積 = 體積 = 13,J13+2300,J 13,J13+2300,J 體積 = (*)扣柱 = 12,K+2515,K+25 12,K+2515,K+25 梁凈長 = 151扣柱 = 14m梁側(cè)面面積 = 梁側(cè)面面積 = 梁側(cè)面面積 = 12,K+2515,K+25 12,K+2515,K+25 梁側(cè)面面積 = 扣梁扣磚墻扣柱 = 截面面積 = 截面面積 = 截面面積 = 12,K+2515,K+25 12,K+2515,K+25 截面面積 = (*) = 截面高度 = 截面高度 = 截面高度 = 12,K+2515,K+25 12,K+2515,K+25 截面高度 = = 截面寬度 = 截面寬度 = 截面寬度 = 12,K+2515,K+25 12,K+2515,K+25 截面寬度 = = 側(cè)面模板面積 = 14m2 側(cè)面模板面積 = 14m2 側(cè)面模板面積 = 14m212,K+2515,K+25 12,K+2515,K+25 側(cè)面模板面積 = (+)1扣柱 = 14m2首層 梁 KL1(1) 首層 梁 KL1(1) 首層 梁 KL1(1)體積 = 體積 = 體積 = 1,F1,K 1,F1,K 體積 = (**)扣柱 = 模板面積 = 模板面積 = 模板面積 = 1,F1,K 1,F1,K 模板面積 = ((*2+)*)扣梁扣現(xiàn)澆板扣柱 = 截