0.6′′ PC Strand Steel Wire Supplier 15.24mm Prestressed Concrete for Building Construction

• Certification: CE, CE& SGS& BV
• Surface: Smooth
• Technique: Ordinary
• Model NO.: 15.24mm
• Application: Construction
• Alloy or Not: Non-alloy
• Standard: BS, JIS, GB, ASTM, DIN, AISI
• Use for: Geotechnical Project, Slope Support
• Customized: Yes
• Tensile Strength: 1860MPa, Grade 270, 270K
• Warranty: 1 Year
• After-Sales Service: Yes
• Transport Package: Plastic Film & Woven Fabric
• Specification: 15.24mm
• Trademark: Yuanxian
• Origin: Tianjin
• HS Code: 731210
• Production Capacity: 10000tons/Month

Product Description

PRODUCT DISPLAY

 

SPECIFICATIONS
 

PC STRAND GB/T5224-2014, FOR 1X7 PRESTRESSED CONCRETE STEEL STRAND

Structure	Nominal diameter	Tolerance on Diameter	Nominal Area of Section	Weight of strand	Tensile Strength, Rm	Minimum Breaking load,Fm	0,2% proof force , Fp0.2	Elongation Lo=500mm, Agt	Curvative of strand	Lay Length	The Relaxation at 1000h (initial load to 70% of nominal max load ) (r/%) Not more than
	(mm)	(mm)	(mm^2)	(kg/1000m)	(N/mm^2)	KN	KN	(%)	mm	mm
1X7	9.5	+0.30 -0.15	54.8	430	1860	102	89.8	3.5	Max bow height = 25mm/ 1meter	(12-16)d	2.5
	9.5		54.8	430	1960	107	94.2
	11. 10		74.2	582	1860	138	121
	11. 10		74.2	582	1960	145	128
	12. 70	+0.40 -0.15	98.7	775	1860	184	162
	12. 70		98.7	775	1960	193	170
	15.2		140	1101	1860	260	229
	15.2		140	1101	1960	274	241
	15. 70		150	1178	1860	279	246
	17. 80		191	1500	1860	355	311

      
PC Strand ASTM A416/A416M:2012,  1X7 PRESTRESSED CONCRETE STEEL STRAND
 

Grade	Nominal diameter		Tolerance on Diameter	Nominal Area of Section		Weight of strand		Tensile Strength	Minimum Breaking load	Minimum load at 1% Extension	Elongation Lo=610mm	Lay Length	The Relaxation at 1000h (initial load to 70% of nominal max load ) (r/%) Not more than
	(mm)	(in.)	(mm)	(mm^2)	(in.^2)	(kg/ 1000m)	(lb/ 1000ft)	(N/mm^2)	(KN)	(KN)	(%)	mm
270 (1860)	9.53	3/8	+0.65,-0.15	54.8	0.085	432	290	1860	102.3	92.1	3.5	(12-16)d	2.5
	11.11	7/16	+0.65,-0.15	74.2	0.115	582	390	1860	137.9	124.1
	12.7	1/2	+0.65,-0.15	98.7	0.153	775	520	1860	183.7	165.3
	15.24	3/5	+0.65,-0.15	140	0.217	1102	740	1860	260.7	234.6
	17.78	7/10	+0.65,-0.15	189.7	0.294	1487	1000	1860	353.2	318

          
PC STRAND pr EN10138-3:2011, 1X7 PRESTRESSED CONCRETE STEEL STRAND
 

Steel Name	Steel Number	Diameter	Tensile strength	Cross-sectional area	Mass per meter	Permitted deviation on mass per meter	Characteristic value of maximum  force	Maximum value of maximum force	Characteristic value of 0.1% proof force	Min. Elong. Lo=500mm	Curvative of strand	Lay Length	Relaxation  1000h value no more than (initial load at 70% specified breaking load)
		D	Rm	Sn	M		Fm	Fm,max	Fp0.1
		mm	MPa	mm^2	g/m	%	kN	kN	kN	%	mm	mm	(%)
Y1860S7	1.1366	9.3	1860	52	406.1	±2	96.7	111	85.1	3.5	Max bow height = 25mm/ 1meter	(14-18)d	2.5
Y1860S7	1.1366	12.5	1860	93	726.3	±2	173	199	152
Y1860S7	1.1366	15.2	1860	139	1086	±2	259	298	228
Y1860S7	1.1366	15.7	1860	150	1172	±2	279	321	246
Y1960S7	1.1367	9.3	1960	52	406.1	±2	102	117	91
Y1960S7	1.1367	12.5	1960	93	726.3	±2	182	209	162
Y2060S7	1.1368	12.5	2060	93	726.3	±2	192	221	171
Y2060S7	1.1368	12.9	2060	100	781	±2	206	237	183
Y2060S 7G*	1.1372	12.7	1860	112	874.7	±2	208	239	183
Y2060S7G*	1.1372	15.2	1860	165	1289	±2	307	353	270
Y1700S7G*	1.137	18	1700	223	1742	±2	379	436	334

PRODUCT CERTIFICATION

 

USAGE SCENARIO
 

 

FAQ

Q1: What is your MOQ?
A: Usually our MOQ is one container, but it is different for some items, please contact us for details.

Q2:What is your terms of payment?
A:We usually accept T/T at sight, L/C.
If you prefer other payments terms, please discuss.

Q3:What is your delivery time?
A:For products in stock, we can ship it within 7 days after receiving the deposit. For custom order, production time is 15-30 workdays after received the deposit.

Q4:How could you guarantee your products?
A:Mill Test Certification is supplied with shipment, We also accept and support the third-party inspection.

Q5: Will all costs be clear?
A:Our quotation is easy to understand and will not incur any additional costs.