91综合免费在线,久久久综合免费视频,久久国产一区二区

Contact Us

Address:Pingtang Industrial District, Shipeng Village, Shishan Town, Nanhai District, Foshan City,
Phone:0757-81002668/0757-63323396
Fax:0757-81196682
Contact:梁先生/Mr Leung
Phone:18900873383/18900873268
E-mail:[email protected]
Skype: sbs-Candy
URL:http://www.gynjp.com

H-beam

H section steel
H type steel is an economic efficient section material with optimized cross section area allocation and more reasonable ratio of strength to weight. It is named because of its letter "H" cross section. Since its different parts are of orthogonal configuration, h-beam has advantage of good bending capacity, simple construction, cost saving and structure light weight etc., has been widely used.

H-beam is divided into:
The flange wide type (HW)
The flange middle type (HM)
The narrow flange type (HN)
Thin-wall h-beam type (HT)
H section steel pile type (HU)

H-type steel, optimized from I-shaped steel, is economic cross section steel with better cross-section mechanical performance. Especially, it is named because of its letter "H" shape section.
Its characteristics are as follows:
1. Wide flange, large lateral stiffness and strong anti-bending ability.
2. Two parallel flange surfaces enable easy and simple connection, processing and installation.
3. Compared with welding joist steel, H-type has lower cost, high precision, small residual stress. There is no need for expensive welding material and welding seam detection, so the steel structure production is cost saving.
4. Under the same cross section load, reduction weight of hot rolled H-type steel structure can be % more than the traditional steel structure.
5. Compared with concrete structure, hot rolled H steel structure can increase 6% using area. Meanwhile, its self-reduce weight also reduces the internal structure design force.
6. H section steel can be processed into T steel. Honeycomb beam can be formed into various sorts of cross section by combination, which greatly meets the demand of engineering design and production.

Specification:

Series	*Model heightwidth**	*HB**	H	B	T1	T2	kg/m	Series	*Model heightwidth**	*HB**	H	B	T1	T2	kg/m
HW Wide flange	100*100	100*100	100	100	6	8	17.2	HM Middle flange	600*300	582*300	582	300	12	17	137
	125*125	125*125	125	125	6.5	9	23.8			588*300	588	300	12	20	151
	150*150	150*150	150	150	7	10	31.9			594*302	594	302	14	23	175
	175*175	175*175	175	175	7.5	11	40.4	HN Narrow flange	150*75	150*75	150	75	5	7	14.3
	200*200	200*200	200	200	8	12	50.5		175*90	175*90	175	90	5	8	18.2
	200*200	200*204	200	204	12	12	56.7		200*100	198*99	198	99	4.5	7	18.5
	250*250	250*250	250	250	9	14	72.4		200*100	200*100	200	100	5.5	8	21.7
	250*250	250*255	250	255	14	14	82.2		250*125	248*124	248	124	5	8	25.8
	300*300	294*302	294	302	12	12	85		250*125	250*125	250	125	6	9	29.7
		300*300	300	300	10	15	94.5		300*150	298*149	298	149	5.5	8	32.6
		300*305	300	305	15	15	106		300*150	300*150	300	150	6.5	9	37.3
	350*350	344*348	344	348	10	16	115		350*175	346*174	346	174	6	9	41.8
	350*350	350*350	350	350	12	19	137		350*175	350*175	350	175	7	11	50
	400*400	388*402	388	402	15	15	141		400*200	396*199	396	199	7	11	56.7
		394*398	394	398	11	18	147		400*200	400*200	400	200	8	13	66
		400*400	400	400	13	21	172		450*200	446*199	446	199	8	12	66.7
		414*405	414	405	18	28	233		450*200	450*200	450	200	9	14	76.5
		428*407	428	407	20	35	284		500*200	496*199	496	199	9	14	79.5
		400*408	400	405	21	21	197			500*200	500	200	10	16	89.7
HM Middle flange	150*100	148*100	148	100	6	9	21.4			506*201	506	201	11	19	103
	200*150	194*150	194	150	6	9	31.2		600*200	596*199	596	199	10	15	95.2
	250*175	244*175	244	175	7	11	44.1			600*200	600	200	11	17	106
	300*200	294*200	294	200	8	12	57.3			606*201	606	201	12	20	120
	350*250	340*250	340	250	9	14	79.7		700*300	692*300	692	300	13	20	166
	400*300	390*300	390	300	10	16	107		700*300	700*300	700	300	13	24	185
	450*300	440*300	440	300	11	18	124		800*300	792*300	792	300	14	22	191
	500*300	482*300	482	300	11	15	115		800*300	800*300	800	300	14	26	210
	500*300	488*300	488	300	11	18	129		900*300	900*30, 0	900	300	16	28	243

Hits：19680 Time：[2014-11-22]