Faktori Pwovizyon pou Q345e Hbeam 16mn Steel H Beam pou konstriksyon

Mar 05, 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 Q345e Hbeam 16mn Steel H Beam for Construction


Factory Supply Q345e Hbeam 16mn Steel H Beam for Construction

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 Konstriksyon estrikti
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 Q345e Hbeam 16mn Steel H Beam for Construction


Factory Supply Q345e Hbeam 16mn Steel H Beam for Construction

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 Q345e Hbeam 16mn Steel H Beam for Construction

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 ki H-aye gwo bout bwa?

Yon gwo bout bwa H seyon estrikti asye ki gen fòm lèt "H."Li se souvan itilize nan konstriksyon sipòte chay lou ak ranfòse bilding yo. Gwo bout bwa sa a gen bride lajè ak yon konsepsyon inifòm, ki fè li apwopriye pou kay, pon, ak pwojè endistriyèl.

 

2.Ki diferans ki genyen ant I-gwo bout bwa ak H- gwo bout bwa asye?

I-sèy travès yo pi mens pase H-web travès yo, ki vle di yo pa ka kenbe pwa kòm anpil men yo tipikman pi lejè. Sa fè I-travès yo apwopriye pou pi piti pwojè tankou bilding rezidansyèl yo, tandiske H-travès yo ideyal pou pi gwo ak pi wo estrikti tankou pon.

 

3.Ki sa H vle di nan asye?

"H" klas yoklas segondè kabòn asye pur, gen fòs amelyore nan tanperati ki wo - jeneralman pi wo pase 500 degre . Klas segondè kabòn sa yo gen gwo fòs flup-tèm ak alontèm-. Yo anjeneral pwodwi nan fòm lan nan tiyo ak plak.

 

4.Ki sa ki se yon HEA asye?

HEA (Angle: Ewopeyen Wide Flange Beams) pwofil yoyon kalite pwofil asye li te ye pou rezistans segondè yo, frigidité ekselan, ak pwopriyete siperyè fòs. Yo souvan itilize nan eleman estriktirèl nan bilding, pon, turbin van, ak bato.

 

5.Ki kote yo itilize travès H?

Kad bilding: H-travès yo se kolòn vètebral la nangwo -bilding, espas komèsyal, ak plant endistriyèl. Yo asire rezistans sismik ak kapasite siperyè-pote chaj, kenbe estrikti yo an sekirite epi an sekirite.