Wholesale Copper Hex Nuts - Anchor Coupler for Formwork Tie Rod – Cathay

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Wholesale Copper Hex Nuts - Anchor Coupler for Formwork Tie Rod – Cathay Detail:

Anchor Coupler for Formwork Tie Rod

Application: PT bar/Post tensioning Bar normally use for soil nailing,rock bolts,formwork,ground anchors,bridge,highway,railway etc

Fast Delivery for Post Tesoining Bar

Sophia Wang

Marketing | Tianjin Cathay Pacific Steel Co.,Ltd.

*Geotechnical *Reinforcing *Post-Tensioning *Ground Anchors *Tunneling *Mining

Nob No.: 0086 185 2252 9216

Email: sophia at tjgtqc.com

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To be a result of ours specialty and service consciousness, our enterprise has won an excellent status between buyers all around the globe for Wholesale Copper Hex Nuts - Anchor Coupler for Formwork Tie Rod – Cathay, The product will supply to all over the world, such as: Jeddah , Malaysia , Florida , Since the establishment of our company, we have realized the importance of providing good quality products and the best before-sales and after-sales services. Most problems between global suppliers and clients are due to poor communication. Culturally, suppliers can be reluctant to question things they do not understand. We break down those barriers to ensure you get what you want to the level you expect, when you want it.

continuous threaded bar

Nominal Diameter	Diameter		H	B	L	Nominal Section	Nominal Weight
Nominal Diameter	Dv	Dh	H	B	L	Nominal Section	Nominal Weight
mm	mm	mm	mm	mm	mm	mm2	kg/m
15	15	15	1.0	4.5	10	176	1.47
18	18	18	1.0	4.0	10	254.5	2.11
20	20	20	1.3	4.8	10	314	2.47
25	25	25	1.6	6.0	12	490.9	4.10
32	32	32	2.0	7.0	16	804.2	6.65
36	36	36	2.5	8.0	18	1018	8.41
40	40	40	3.0	8.0	20	1256.6	10.34
50	50	50	3.0	9.0	24	1963.5	16.28
60	60	60	3.0	10.0	22	2827	23.26
63.5	63	63.5	3.0	12.0	22	3167	26.20
65	65	65	3.0	12.0	22	3318	27.470
70	70	70	3.0	12.0	22	3848	31.8
75	75	75	3.0	12.0	22	4418	36.9

Grade500/630	NominalDia.	CrossSection	YieldStrength	TensileStrength	YieldLoad	UltimateLoad	Elongation	NominalWeight
	mm	mm2	>=Mpa	>=Mpa	KN	KN	A/%	KG/m
	20	314	500	630	157	198	10	2.47
	25	491	500	630	246	309	10	4.1
	28	615	500	630	308	387	10	4.83