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HomeMy WebLinkAboutWPS 421 Rebar Yglof6 , ; . 'p1� WPS - PSI4�� � � � � V� � ANSI /AWS D1 . 4 /D1 . 4M : 2845 STRUCTURAL WELDING CODE - REIHFORCING STEEL PREQUALIFIED WELDING PROCEDURE SPECIFICATION FOR SHITLDED METAL ARC WELDIHG (SMAW) OF REIIQFORCING STEELJCARBON STBEL - FILLET WELDS (3ee Clause 6 Qualification , 6 . 1 . 1 and 6 . 1 . 2 . 1 Prequalified Fillet Welds ) WELD3NG PROCESS �he welding shall be done by the SHIELDED METAL ARC WELDING ( SMAW) process using Manual weldi.ng equipment . A Constant Current Welding .Power Source is required . - WELDING E4UiPMBNT (MAC�ii&ES� All Welding and Thermal-Cutting Equipment shall be i.nspected monthly to assure it meets the manufacturers safety requirements , and is in such condition , to enable designated personnel to follow the Welding Procedures and attain the results of the Welding. Code . The welding Machines shall be Certified Annually, prior to any production welding or the Welder ( s ) taking a Qualification Test . The Nlachine Certification shall i.nclude a Record of the Annual check . The Certification shall be performed by a qualified person , authori2ed bp Management , The Record shall include Machine No . , Brand name , Serial No . , Alternating Current ( AC ) , Di.xect Current ( DC ) , Constant Current ( CC ) or Constant Voltage ( CV) and a Certified recorded accuracy of a ± l � on open Circuit voltage ( O . C . V . ) , recorded accuracy of a ± lg on Amps /Volts , Low range , Medium range and High range , Am�s and or Volts must match Machi.ne gaqe or di,ai (Amp/Volt ) within a ± 1� tolerance , if not the machine gage ( s ) or dial ( s ) shall be re-calibrated in such a marm.er that the Welder or Weldinq operator can determine the correct Amps and or Voltaqe settings , the Leads length shall be recorded in feet , Electrode and Ground also if the Leads are coiled or uncoiled during the Machine Certification . The person authorized to perform this certification shall , when completed, sign; and date the record and affix his /her seal if appropriate . A copy of this Record of Certification shall be posted on the machine and the original Record of Certification secured by \ Management and shall be available to those authorized to use or ezamiYie them. � � BASE METAL The Rei.nforcing Steel Base Metal shali conform to the specifications listed in ANSI /AWS D1 . 4/D1 . 4M : 2005 5teels approned , 1 . 2 . 1 , 1 . 3 . Carbon equivalent shall not exceed U . 55 � .� Fi�� i�f'si, ��ne fiiier Metiai �peciiications ; AW5 AS . i or � . 5 , 1'' LVUIDA@r 4 1Atl COIIIOTIIIS LO C'1155 E%%15 , EXX16 , E%X18 , etc . for Carbon Steel Electrodes ( see Table 5 . 1 ) .. The Chemical Composition of the weld deposit shail fall within the limits of ANSI /AWS Specification A5 . 1 or A5 . 5 . When requested by the Owner/Engineer, Manaqement shall furnish the electrode manufacturer ' s certification . ELECTRODE STORAGE +�ONDiTIOHS iteference AWS D1 . 4 /D1 . 4M : 05 , 5 . 8 through 5 . 8 . 5 . and Table 5 . 3 . MANDATORY : Low Hydrogen Electrode AIQSI /AWS A5 . 1 & A5 . 5 , { E70XX , E70XX-X , E80XX-X etc . ) Shall ,be purchased i.n hermetically sealed containers , immefliately after opening the hermetically sealec� containers , electrodes Shall be stored in ovens held at a temperature of a� least 25Q °F ( 120 ° C } cr Shall be baked by the user for at least two hours between 504 ° F ( 260 ° C ) and 800 ° F ( 430 ° C ) before they are used and Shall after atmospheric exposure Maximum of ( see Table 5 . 3 } 1 /2 hour/ 9 hours . will be returned to the onen for at least 4 hrs . at a Minimum of 250 ° F ( 120 ° C } , then the electrode may be reissued . Electrodes sha13. be issued to the Welder ( s ) and held in quiners , or other small open containers . Electrodes Shall be rebaked no mare than once . Electrodes that have been r�et Shall Not be used . Ovens Shall remain on continually, never turned off . ENVIRO�E�T WELDIHG CO�DITIONS See 5 . 2 . 2 , Welding shall not be done when * ambient ( * See Note on bottom of page 2 ) �Cemperature is lower than 0 ° F [ - 18 ° C ] , or when surfaces to be welded are -exp�sed to rain ; snow, sleet , any moisture , excessive wind , or if the weld area is frosted or wet . Maximum Wind velocity . SMAW SHALL AOT be done in a draft or wind unless the weld is protected by a shelter . Such shelter shall be of material and shape appropriate to reduce wind velocity in the � vici.nity of the weld to a maximum of f ive ( 5 ) miles per hour [ 8lam/h ] . F�TRlCKT. MULYiiIE . � � Cihil 9011Q7]1 OCf EXP. 11/01/11 Pg Z of 6 � - v�r,-rai �rt�: � : �r - ) _ _ _ _ __ � _ _ ,_ P03ITI0� See Figure 6 . 4 : The pasition of production welds shall be classified as 1F-Rotated , 2F- Fixed , 2F-Rotated , 4F-Fixed and 5R-Fixed . Tbis WPS - PSI 420A is prequalified for All Positions . MINIMUM PREA&AT -& i1QTERPASS TSMPERATURES : See 5 . 2 . 1 , 50 ° F *minimelm, - see *Tabl.e 5 . 2 . POSTWELD HEAT T��'�m►�'� : None ( Not qualified for =PWHT_ aPPlications ) . : PREPARATioN OF BASE MATERIAL AWS D1 . 4 ., 4 . 1 . 1 & 4 . 1 . 2 ; The edges of the parts to be joined by welding shall be prepared by oxyqen Cutting , air carbon arc cutting , sawi.ng or other mechanical means as shown on the attached sketCh and shall be cleared of oi1 or grease and excessive amounts of scale , rust or other foreign material . ELEG'�RICAL CHARAGTEtt�t5TiC8 The current used shall be DCEP . The base material (work or plate ) shail be on the negatine side of the line . ( Reverse polarity , electrode positive ) . JaIIaTS (JOINT DSSIG�i) See Fig . 3 . 5 , ( A) External Fillet Weld . This WPS (WPS-PSI 420A) is detailed for both Produetion Welding conditions as well as for WPQ Testing (Fig. 6.6 (D) F�let Weld Bar to Plate), which aiso inciudes Production Welding. . APPEARAbTCE OF WELDiHG LAYERS The weldinq current and manner of depositing the weld metal shall � be such that there shall be practically nA undercutting on the side walls of the welding groove or the adjoining base metal . Arc Strikes 5 . 3 : Are strikes outside the area of permanent welds � shall be avoided , especially on reinforci.ng bars . See page 5 for Acceptable and Unacceptabie Weld Profiles (see section: 4.4.1) CI�SA�ING Initial cleaning ; may be Chemical & !or mechanical and shall be dry prior to welding . Interpass Cleaning ; Mechanical only , shall have All slag , silicate or flwc re�aaining on any bead of we3di.ng removed bp cnipping ( siag nammerj , nand or power wire �rusn%ng . DEFECTS Any cracks or blow holes �hat appear on the surface of any bead of welding shal], be removed by chipping , grinding , or gouging before depasiting the ne�rt successive bead of weldinq . PEENiHG None ; if Specitied , proceed only as specified in the fabrication document . Note: 0°C (32°F) does not mean the ambient environmental temperature, but the temperature in the immediate vicinity of tlae weld. The ambient environmental temperature may he below 0°C (32°F), but a heated struciure or shelter around the area being welded could maintain the temperature adjacent to the weldment at 0°C (32°F) or higher. Company Name: PIONEER S1'EEL, INC , 38246 River I+�antage Road, New Castle, CO 51647 Authorized by: GERALD SITRB. President Date: 06 0/ 1/2009 (si8rtature) per. Mulville's Welding Inspection and Code Consultin.g Date: 06/19/Z009 Revision No.: N A � Welding Procedure Specification No.{s) PSI 420A Supporting PQR(s) No.(s) N/A per 6.1.2.1 _ _ PAiR(CKT. Mi1LfitLE � � CVIfI 90110171 � QCt fXP. 1t�Q�f� pg3 of6 �- _ _ _. _------ --_ _ ---- _ _ _ _ ___ ANSI/AWS D1.4/D1.4M:2005 Structura.l Welding Code - Reinforcing Steel � WELDING PROCEDURE SPECIFICATTON (�PVYS) No. PSI 420A Contractor Pioneer Steel, Inc. � Authorized by Gerald Burk. President Revision No. N/A Supporting_PQR Identification_ N/A ner 6.1.2.1 _ _ Test Date N/A Prec�ualified V4'ELDING PROCE55: ❑ FCAW-S ❑ FCAW-G ■ SMAW � SMAW wELD TYPE: ❑ Groove : ■ _-Fi1let: __ _ _ . JOINT TYPE: ❑ Direct Butt � Indirect Butt ■ T-Joint Joint(s) Qualified (see Table 6.2) N/A Prequalified, See Figure 3S(A) & F'�ure 3S(_DL Posititon(s) 1F-R ZF F, 2F-R. 4F-F & SF-F Groove Type N/A Root Openi.ng N/A Root Face N/A Groove Angle N/A Backing: � Yes ■ No Backing Type N/A Sackgouging: ❑ Yes ■ No Backgouging Method N/A TECH1�iIQLTE: ■ Stringers ■ Weave (1F Rota.ted only) ELEGTRICAL CHARACTERISTICS G�rrent: ❑ AC ■ DCEP ❑ DCEN Transfer Mode (SMAV�: ❑ Short-circuiting � Globular ❑ Spray BASE METAL Material Specifica.tion A706 or Any in Crron� I or II C�rrade 50 or any in Group i or II Welded to: Material Speci�cation A36 or as Iasted in AWS D1.1 Grade As listed in AWS D1.1 Niaximum Ca.rbon Equivalent 0.55 % Bar size Not limited Plate Thicl�ess 1/8" min - Unl. M Coated Baz: ❑ Yes ■ No Type of Coating N/A � � Fii,LER METAL � � � AWS SpeciBcation A5.1 & A5.5 AWS Classification E70X.X. E70�X, EBUXX-X eta See Table 5. 1 Describe filler metal (if not covered by AWS specifications) N/A SHIELDING �j� f-1 C�» �� rl M;.�.,rs. ("ntnnncil�inn 1V/d �(�gv Ta*P. NIA u Viu� u a�aaa��+av waaarvva va� s .iaa - — PREHEAT/INTERPASS Preheat/Interpass Temperature (Min) 50°FJ50°F Interpass Temperature (Max) Si?0°F WELDING PARAMETERS Current Travel Pass Electrode *Amperage Volts IIectrical Speed Joint Number(s) Diameter Type Range Ra.uge Stickout (ipm) Detail AT T " 1 " DCEP 80 - 150 N A N A N A See Pg. 4 & 5 ALL 5 32" D P 105 - 220 N A N A N A for Enlarged AT T " 316" DCEP 170 - 290 N A N A N A Joint Details �Amperages listed are a guide only, the Manufacturers Welding Data Sheet (Amps) for the Electrodes being ased Shall be Followed and is an Essential Parameter of this 'V4'PS PSI 420A Note: 3/16" dia. for Flat & Horizontal only. Mannfacturer or Contractpr PIONEER STEEI� INC , 38246 River Frontage Road, New Castle, CO 81b47 Authorized by Gerald Burk, President Date: 06 0/ 1/2009 (s���l � per. ��ulville's Weldin�Inspectian a�d Code Consultin� Date: 06/19/2009 Revision No.: N/A - PAIRICKT MUCYttIE � CWI 98iiQ711 . �Ct OIP. t ifii/11 pg4of6 ANSI/AWS D 1 .4/D 1 .4M:2005 s' WPS - PSI 420A _. _ _ _- - _ _ _ __ _ ___ _ __ - _ _ _ __ - -_ _ _ - _ ___ _ _ - . _ � � � .�u���a �b�r� ���. � �� s�� ,� .�: ;. . v ....,, � _ _ :. . . � �� �.. _ _ _ _ __ _ ::�. . .,�' ;;� � (A) EXT'ERNAL FILLET WELD i ::,. �� . :.:.�,: �,'. �,. .� ANCHORAGE, BA,SE .��v:�:: ��:� �PLATE OR INSERT�' '--',;� e',: ;�� ,,. J T 1+ I �� %cii�i u*:n�i. �un..;i..�i `��Ta.i � � � .� }� :.. I ��.� ANCHORAGE, BASE �— PLATE OR INSERT —� NOT TO EXCEED � (C� INTERNAL FILLET WELD �LD SIZE + 1/8 in. [3mm] Figure 3. 5 - Details of Joints of Anchorages, Base Plates, and Inserts Prequalified for AlI F�lets tSee b . 1 .2. 1) See Figure 6.4 - Positions of Fillet Welds , PATRtCKT. MUl1�LLE . , � + CW! 901i0711 . pg5 oi6 ANSI/AWS D 1 .4/D 1 .4M:2005 � WPS - PSI 420A _ _ _ _ _ _ _ _ r _ _ _ _ -� _ __ _ _ _ _ _ _ .f . .. . _ r _ _ _ _ r : _ _ _ __ __ , :.�. i Fillet weld size (s) , Shall be as Specified on the Welding Symbols or as Specified by the Engineer on the Contract Documents , � � Bar Size Diameter ' ' um Fillet Weld Size . � � in. mm in. mm in. mm� 3 10 0.375 9.52 0. 187 - 3/16 4.762 4 13 U.500 12.70 0.250 - 1J4 6.350 5 16 0.62� 15.88 0.312 - 5/16 7.94U 6 19 . 0.750 19.05 0.375 - 3/8 9.525 7 22 0.875 22.22 0.437 - 7I1b 11. 112 8 25 1.00Q 25.40 0.500 - 1/2 12.700 9 29 1. 128 2$.65 0.562 - 9/16 14.287 10 32 1.270 32.26 Q.635 - 5/8 16. 129 11 3G 1.410 35.81 0.700 - 11/16 17.907 SUGESTED MINIMUM FILLET WELD SIZES FOR TESTiNG SINGLE OR MULTIPLE PASS AS REQUIRED - WELDING POSiTION CONSIDERED Prequa.lified for All Fillets (See 6. 1.2. 1} d�; .,�r.��:� �t�,� ,�,:��. � �� �a,� � PATRICKT. MULYlItE , — , uc� �. ti�n.a � ' M 1 1 s_, . 1 _ ` , . 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