Faktori Pwovizyon pou H fòm Steel Beam Hea Heb Steel H Beam

Jan 26, 2026

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Deskripsyon Product

H-gwo bout bwa, paske chak pati ranje nan ang dwat, se konsa H- ki gen fòm asye gen avantaj ki genyen nan rezistans koube fò, konstriksyon senp, ekonomize pri, estrikti limyè nan tout direksyon, elatriye. Li se lajman ki itilize nan faktori, gwo - bilding, pon, leve ak transpò machin, ekipman fondasyon ak lòt fondasyon fondasyon pilets.

Factory Supply H Shape Steel Beam Hea Heb Steel H Beam


Factory Supply H Shape Steel Beam Hea Heb Steel H Beam

Non pwodwi Inivèsèl Steel Profile kolòn H gwo bout bwa oswa mwen gwo bout bwa
Gwosè 1.Web Lajè (H): 100-900mm
2.Flange Lajè (B): 100-300mm
3. Web epesè (t1): 5-30mm
4. epesè bride (t2): 5-30mm
Longè 6m, 9m, 12m selon kondisyon kliyan
Estanda ASTM, JIS, SUS, DIN, EN, GB elatriye
Materyèl A36 / A572 / SS400 / G50 / G60 / Q235B / Q345B / Q420C / Q460C / SS540 / S235 / S275 / S355
Teknik Woule cho / soude
Aplikasyon Estrikti konstriksyon
Pri atik FOB, CIF, CFR, EXW.
Anbalaj Ekspòtasyon estanda anbalaj oswa selon kondisyon kliyan yo
Kapasite Pwovizyon pou Nan 10-15 jou travay, 25-30 jou lè kantite a pi lwen pase 1000 tòn

Factory Supply H Shape Steel Beam Hea Heb Steel H Beam


Factory Supply H Shape Steel Beam Hea Heb Steel H Beam

Tablo spesifikasyon pwa teyorik estanda Ewopeyen an I-gwo bout bwa

Spesifikasyon

wotè

lajè

epesè entènèt

epesè zèl

pwa teyorik

IPE80

80

46

3.8

5.2

6

IPE100

100

55

4.1

5.7

8.1

IPE120

120

64

4.4

6.3

10.4

IPE140

140

73

4.7

6.9

12.9

IPE160

160

82

5

7.4

15.8

IPE180

180

91

5.3

8

18.8

IPE200

200

100

5.6

8.5

22.4

IPE220

220

110

5.9

9.2

26.2

IPE240

240

120

6.2

9.8

30.7

IPE270

270

135

6.6

10.2

36.1

IPE300

300

150

7.1

10.7

42.2

IPE330

330

160

7.5

11.5

49.1

IPE360

360

170

8

12.7

57.1

IPE400

400

180

8.6

13.5

66.3

IPE450

450

190

9.4

14.6

77.6

IPE500

500

200

10.2

16

90.7

IPE550

550

210

11.1

17.2

106

IPE600

600

220

12

19

122

Factory Supply H Shape Steel Beam Hea Heb Steel H Beam

Deziyasyon Pwa inite
(kg/m)
Estanda Seksyon
Dimansyon (mm)
Zòn Seksyon
(cm³)
W H B t1 t2 r A
HE100 A 16.7 96.0 100.0 5.0 8.0 12.0 21.24
B 20.4 100.0 100.0 6.0 10.0 12.0 26.04
M 41.8 120.0 106.0 12.0 20.0 12.0 53.24
HE120 A 19.9 114.0 120.0 5.0 8.0 12.0 25.34
B 26.7 120.0 120.0 6.5 11.0 12.0 34.01
M 52.1 140.0 126.0 12.5 21.0 12.0 66.41
HE140 A 24.7 133.0 140.0 5.5 8.5 12.0 31.42
B 33.7 140.0 140.0 7.0 12.0 12.0 42.96
M 63.2 160.0 146.0 13.0 22.0 12.0 80.56
HE160 A 30.4 152.0 160.0 6.0 9.0 15.0 38.77
B 42.6 160.0 160.0 8.0 13.0 15.0 54.25
M 76.2 180.0 166.0 14.0 23.0 15.0 97.05
HE180 A 35.5 171.0 180.0 6.0 9.5 15.0 45.25
B 51.2 180.0 180.0 8.5 14.0 15.0 65.25
M 88.9 200.0 186.0 14.5 24.0 15.0 113.3
HE200 A 42.3 190.0 200.0 6.5 10.0 18.0 53.83
B 61.3 200.0 200.0 9.0 15.0 18.0 78.08
M 103 220.0 206.0 15.0 25.0 18.0 131.3
HE220 A 50.5 210.0 220.0 7.0 11.0 18.0 64.34
B 71.5 220.0 220.0 9.5 16.0 18.0 91.04
M 117 240.0 226.0 15.5 26.0 18.0 149.4
HE240 AA 47.4 224.0 240.0 6.5 9.0 21.0 60.38
A 60.3 230.0 240.0 7.5 12.0 21.0 76.84
B 83.2 240.0 240.0 10.0 17.0 21.0 106.0
M 157 270.0 248.0 18.0 32.0 21.0 199.6
HE260 AA 54.1 244.0 260.0 6.5 9.5 24.0 68.97
A 68.2 250.0 260.0 7.5 12.5 24.0 86.82
B 92.9 260.0 260.0 10.0 17.5 24.0 118.4
M 172 290.0 268.0 18.0 32.5 24.0 219.6
HE280 AA 61.3 264.0 280.0 7.0 10.0 24.0 78.02
A 76.4 270.0 280.0 8.0 13.0 24.0 97.26
B 103 280.0 280.0 10.5 18.0 24.0 131.4
M 189 310.0 288.0 18.5 33.0 24.0 240.2
HE300 AA 69.8 283.0 300.0 7.5 10.5 27.0 88.91
A 88.3 290.0 300.0 8.5 14.0 27.0 112.5
B 117 300.0 300.0 11.0 19.0 27.0 149.1
M 238 340.0 310.0 21.0 39.0 27.0 303.1
HE320 AA 74.3 301.0 300.0 8.0 11.0 27.0 94.58
A 97.7 310.0 300.0 9.0 15.5 27.0 124.4
B 127 320.0 300.0 11.5 20.5 27.0 161.3
M 245 359.0 309.0 21.0 40.0 27.0 312.0
HE340 AA 78.9 320.0 300.0 8.5 115 27.0 100.5
A 105 330.0 300.0 9.5 16.5 27.0 133.5
B 134 340.0 300.0 12.0 215 27.0 170.9
M 248 377.0 309.0 21.0 40.0 27.0 315.8
HE360 AA 83.7 339.0 300.0 9.0 12.0 27.0 106.6
A 112 350.0 300.0 10.0 17.5 27.0 142.8
B 142 360.0 300.0 12.5 22.5 27.0 180.6
M 250 395.0 308.0 21.0 40.0 27.0 318.8
HE400 AA 92.4 378.0 300.0 9.5 13.0 27.0 117.7
A 125 390.0 300.0 11.0 19.0 27.0 159.0
B 155 400.0 300.0 13.5 24.0 27.0 197.8
M 256 432.0 307.0 21.0 40.0 27.0 325.8
HE450 AA 99.8 425.0 300.0 10.0 13.5 27.0 127.1
A 140 440.0 300.0 11.5 21.0 27.0 178.0
B 171 450.0 300.0 14.0 26.0 27.0 218.0
M 263 478.0 307.0 21.0 40.0 27.0 335.4

 

1. Ki sa mwen-beam asye?

mwen travès seyon fòm asye estriktirèl yo itilize nan bilding yoepi li konnen tou kòm H, W, lajè, inivèsèl gwo bout bwa, oswa woule treyi. Yo fèt pou jwe yon wòl kle kòm yon manm sipò nan estrikti. Travès sa yo gen kapasite pou kenbe tèt ak divès kalite chaj.

 

2.Kiyès ki pi fò, yon gwo bout bwa I oswa H-?

Seksyon transvèsal-aH-gwo bout bwagen pi gwo fòs pou chak inite zòn pase gwo bout bwa I-. Sa fè gwo bout bwa H-an jeneral pi fò ak yon rapò fòs-a-pwa. Kòm travès H-yo gen gwo sifas, yo bon pou pote chay lou.

 

3.Ki objektif yon gwo bout bwa I-?

I travès yo dabitid afermes sipò kritik nan konstriksyon asye estriktirèl. I travès yo prèske toujou itilize nan konstriksyon gwo estrikti, tankou depo ak gwo bilding.

 

4.Poukisa yo rele l yon gwo bout bwa I-?

Fòm:Yon gwo bout bwa I gen yon fòm -seksyon transvèsal ki sanble ak lèt ​​'I'. Web: Seksyon vètikal oswa santral Beam I a. Flanges: Seksyon orizontal yo nan tèt ak anba. Fòs: Akòz jeyometri yo, I Travès yo solid an tèm de koube ak chay taye.

 

5.Poukisa mwen-gwo bout bwa pi fò?

Paske yon gwo bout bwa i-woule nan fòm "I" sa a, gwo bout bwa i-ap genyen plis sifas bride pase yon gwo bout bwa solid.. Pou menm kantite asye yo itilize ak menm pwa jeneral la, w ap jwenn yon pi gwo chay-kapasite pote ak yon gwo moman inèsi ak yon i-gwo bout bwa akòz kapasite li pou redistribiye pwa sa a.