玻璃大棚結(jié)構(gòu)計算書

結(jié)構(gòu)計算書

目錄

第1章工程計算概況..............................................................

第2章設(shè)計依據(jù)...................................................................

2.1國內(nèi)規(guī)范..................................................................

2.2計算程序.................................................................

第3章標(biāo)準(zhǔn)幅計算.................................................................

3.1結(jié)構(gòu)形式..................................................................

3.2H第簡圖.................................................................

321計算模型............................................................

3.2.2截面簡圖............................................................

3.3荷載作用方式與作用值....................................................

3.3.1荷載種類............................................................

3.3.2材料統(tǒng)計...........................................................

3.4荷載效應(yīng)組合.............................................................

3.4.1強度及穩(wěn)定驗算.....................................................

3.4.2變形計算...........................................................

3.5計算結(jié)果.................................................................

3.5.1強度驗算結(jié)果.......................................................

3.6計算結(jié)論.................................................................

3.6.1承載能力極限狀態(tài)（安全系數(shù)）......................................

第I頁

結(jié)構(gòu)計算書

第1章工程計算概況

I.類型:文洛型連棟

2.基本風(fēng)壓:0.37

3.基本雪壓:0.30

4.地面粗糙度類別:B

5.加熱影響系數(shù):1.00

第2章設(shè)計依據(jù)

2.1國內(nèi)規(guī)范

1.《農(nóng)業(yè)溫室結(jié)構(gòu)荷載規(guī)范》(GB/T51G3-2016)

2.《農(nóng)業(yè)溫室結(jié)構(gòu)設(shè)計標(biāo)準(zhǔn)》(GB/T51424-2022)

3.《建筑結(jié)構(gòu)可靠度設(shè)計統(tǒng)一標(biāo)準(zhǔn)》(GB50068-2018)

4.《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)

5.《鋼結(jié)構(gòu)設(shè)計標(biāo)準(zhǔn)》(GB50017-2017)

6.《冷彎薄壁型鋼結(jié)構(gòu)技術(shù)規(guī)范》(GB50018-2002)

7.《門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)范》(GB51022-2015)

2.2計算程序

采用盈建科?Wenshi干算。

第3章標(biāo)準(zhǔn)根計算

3.1結(jié)構(gòu)形式

第1頁

結(jié)構(gòu)計算書

圖1結(jié)構(gòu)形式

3.2計算簡圖

3.2.1計算模型

跨度:9600

開間:4000

連棟數(shù):2

開間數(shù):12

天溝高度:7000

屋脊高度:7666

第2頁

結(jié)構(gòu)計算書

AAA/X/WV\/VW\/\/W\A/VV\A/\/V\

圖2計算模型

3.2.2截面簡圖

第2招（X向）構(gòu)牌號艇

圖3截面簡圖1

3.3荷載作用方式與作用值

3.3.1荷載種類

恒載:0.15

活載015

第3頁

結(jié)構(gòu)計算書

3.3.2材料統(tǒng)計

表1構(gòu)件材料表

名稱截面構(gòu)件長度(m)數(shù)量總重(kg)

角柱B120X3.07.0004306.15

山墻柱B120x60x3.07.0002117.077

側(cè)墻桿B60x120x3.07.000221287.85

室內(nèi)柱Bl20X3.07.00011841.913

斜梁B60x40x2.01.733156809.952

桁架上短立柱Bl00X50X3.00.2005270.0604

桁架上短立柱BlOOX5OX3.O0.60044177.846

桁架下弦桿B70X50X2.59.600261117.63

桁架上弦桿B70X50X2.59.600261117.63

桁架腹桿D32x2.00.721528574.884

山墻加密柱Bl20x60x3.06.8008454.928

邊墻加密柱B60x120x3.07.000241404.93

山墻檄條B50x30x2.09.600160

邊墻柳條B50X30X2.04.000960

天溝鋼天溝截面148.00072195.48

縱向系桿B60x2.048.00061031.2

外遮陽立柱B50X2.01.500156687.9

外遮陽橫梁B50X2.03.20078733.76

外遮陽斜撐D32x2.00.0001560

外遮陽天溝B5OX2.O48.0007987.754

3.4荷載效應(yīng)組合

3.4.1強度及穩(wěn)定驗算

表2荷載組合系數(shù)表

保

雪

溫

荷

組

祗

合

均

a-不

DEADLIVELIVE1LIVE2+WX+WYEXEY

WY

勻wx

ID均

勻

鋪

第4頁

結(jié)構(gòu)計算書

開

10.901.08

10.901.08

10.901.08

20.900.90

30.900.90

40.900.90

50.900.90

60.901.08().54

60.901.080.54

60.901.080.54

70.901.080.54

70.901.080.54

70.901.080.54

80.901.080.54

80.901.080.54

80.901.080.54

90.901.080.54

90.901.080.54

90.901.080.54

100.900.760.90

100.900.760.90

100.900.760.90

110.900.760.90

110.900.760.90

110.900.760.90

120.900.760.90

120.900.760.90

120.900.760.90

130.900.760.90

130.900.760.90

130.900.760.90

141.300.650.600.601.40

151.300.650.600.60

1.40

第5頁

結(jié)構(gòu)計算書

161.300.650.600.601.40

171.300.650.600.60

1.40

181.000.500.500.501.40

191.000.500.500.50

1.40

201.000.500.500.501.40

211.000.500.500.50

1.40

3.4.2變形計算

表3荷載組合系數(shù)表

保

雪

溫

荷

祗

組朝

均

DEAD不+WX+WYEX

合LIVELIVE1LIVE2勻EY

WXWY

均

ID鋪

勻

開

11.001.000.700.70

11.000.701.000.70

11.000.700.701.00

21.00I.OJ

31.001.00

41.001.00

51.001.00

61.001.000.700.70()6)

61.000.701.000.700.60

61.000.700.701.000.6-3

71.001.000.700.700.60

71.000.701.000.700.60

71.000.700.701.000.60

81.001.000.700.700.60

81.000.701.000.700.60

81.000.700.701.000.60

91.001.000.700.700.60

91.000.701.000.70().6()

91.000.700.701.000.60

第6頁

結(jié)構(gòu)計算書

101.000.700.700.701.09

111.000.700.700.701.00

121.000.700.700.701.00

131.000.700.700.701.00

141.000.500.500.501.00

151.000.500.500.50

1.00

161.000.500.500.501.00

171.000.500.500.50

1.00

3.5計算結(jié)果

3.5.1強度驗算結(jié)果

3金G-<100

。?可嘴僦解霰尸°

6T^"?r^*wT*r3*wV*TVRv*f^.n「-4>w7<*r9*w74r7*11r74117Tb

?.???,??■??*4????-??,????；??,??I>???(?(**v?.,?*?■?????,

嘀■trfi'RlaVil'?*?1TY，?X*A

y…?飛~

國SM—sw..........K2

"。17唆/1JN9飛>ai4J-020>awai7q產(chǎn)w

%g~qg|St

011-010-007nii-oio<oo7011-071-(171

峭端5<a娟端嫡您

產(chǎn)3-CL10M-N93-Ci100.17-^

ML.寸1Q1,

飛0也?03

■-OB(M3-012-DIN071-01^-014012-011-008012-011-0080?1-OW-014Q1X112-010

圾如,5ed殳點L

尸口問?-€142Q6,9-G405-0^99-0.40G64-0.尸2

dSI尸

”■ooo-pq-001oaHioq<ooonoo-aoo-ooo000-000-000aoo-ooq-oooBMUB

器4-052SedQ78?金如a76^il/49Sled0陽4-Q52SledMk<

370.80i-<1500.5^-0.140廣F*as

於77frJT77T,

第2機X向）釉件應(yīng)力比奧

O:8.5（m）m-270柱總枚:405mt1981

圖4強度驗算

3.6計算結(jié)論

3.6.1承載能力極限狀態(tài)（安全系數(shù)）

表4柱

編號最大強度應(yīng)力比最大平面內(nèi)穩(wěn)定應(yīng)最大平面外穩(wěn)定應(yīng)

第7頁

結(jié)構(gòu)計算書

力比力比

10.800.640.52

20.800.640.52

30.800.640.52

40.800.640.52

50.770.610.50

60.770.610.50

70.770.610.50

80.770.610.50

90.710.430.61

100.710.430.61

110.710.430.61

120.710.430.61

130.710.430.61

140.710.430.61

150.710.430.61

160.710.430.61

170.710.430.61

180.710.430.61

190.710.430.61

200.710.430.61

210.700.420.60

220.700.420.60

230.700.420.60

240.700.420.60

250.670.400.57

260.670.400.57

270.670.400.57

280.670.400.57

290.670.400.57

300.670.400.57

310.670.400.57

320.670.400.57

330.670.400.57

第8頁

結(jié)構(gòu)計算書

340.670.400.57

350.670.400.57

360.670.400.57

370.670.400.57

380.670.400.57

390.660.400.56

400.660.400.56

410.660.400.56

420.660.400.56

430.650.520.42

440.650.520.42

450.650.520.42

460.650.520.42

470.640.380.54

480.640.380.54

490.640.380.54

500.640.380.54

510.620.490.40

520.620.490.40

530.620.490.40

540.620.490.40

550.600.490.40

560.600.490.40

570.560.340.48

580.560.340.48

590.560.340.48

600.560.340.48

610.550.330.47

620.550.330.47

630.550.330.47

640.550.330.47

650.540.390.54

660.540.390.54

670.540.390.54

第9頁

結(jié)構(gòu)計算書

680.540.390.54

690.540.390.54

700.540.390.53

710.540.390.53

720.530.320.46

730.530.320.46

740.530.320.46

750.530.320.46

76().530.320.46

770.530.320.46

780.530.320.46

790.530.320.46

800.530.320.45

810.530.320.45

820.530.320.45

830.530.320.45

840.530.320.45

850.530.320.45

860.530.320.45

870.530.320.45

880.520.310.44

890.520.310.44

900.520.310.44

910.520.310.44

920.520.310.44

930.520.310.44

940.520.310.44

950.520.310.44

960.520.310.44

970.520.310.44

980.510.310.44

990.510.310.44

1000.510.310.44

表5梁

第10頁

結(jié)構(gòu)計算書

編號最大強度正應(yīng)力比最大強度剪應(yīng)力比最大穩(wěn)定應(yīng)力比

10.340.010.33

20.340.010.33

30.300.010.26

40.300.010.26

50.300.010.26

60.300.010.26

70.290.010.25

80.290.010.25

90.290.010.25

100.290.010.25

110.290.010.25

120.290.010.25

130.260.010.22

140.260.010.22

150.260.010.22

160.260.010.22

170.260.010.22

180.260.010.22

190.260.010.22

200.260.010.22

210.200.010.17

220.200.010.17

230.200.010.17

240.200.010.17

250.190.010.16

260.190.010.16

270.19().010.16

280.19().010.16

290.180.010.15

300.180.010.15

310.180.010.15

320.180.010.15

330.170.010.15