316 stainless steel wedge-bolt

Transcription

1 General Information General Information 1 Stainless Steel Wege-Bolt Screw Prouct Description The 1 Stainless Steel Wege-Bolt anchor is a one piece, heavy uty screw anchor with a finishe hex hea. It is simple to install, easy to ientify, fully removable an vibration resistant. The Wege-Bolt has many unique features an benefits that make it well suite for many applications, both inoors an out. Optimum performance is obtaine using a combination of patente esign concepts. The steel threas along the anchor boy self tap into the hole uring installation an provie positive keye engagement. The benefit to the esigner is higher loa capacities, while the benefit to the user is ease of installation. The Wege-Bolt can be installe with either a powere impact wrench or conventional han socket. 1 Stainless Steel Wege-Bolt screw anchors are esigne to be use with a matche tolerance for optimum performance. The Wege-Bolt works in fixture clearance holes that are 1/1" over nominal, which is typical of stanar fixture holes use in steel fabrication. Note: not suitable for chlorie/chlorine environments. General Applications an Uses Interior an Exterior Applications Support Legers an Winows Railing an Fencing Storage Facilities Repairs & Retrofits Maintenance Features an Benefits + + High corrosion resistance of Type 1 stainless steel + + Consistent performance in high an low strength concrete + + can be installe through stanar fixture holes + +, length an ientifying marking stampe on hea of each anchor + + Can be installe with an impact wrench or conventional han socket + + Fast installation an immeiate loaing minimizes owntime + + Finishe hex hea provies attractive appearance an minimizes tripping hazar + + Can be installe closer to the ege than traitional expansion anchors + + Ratchet teeth on unersie of hex washer hea lock against the fixture + + Removable Section contents General Information...1 Material Specifications... Installation Instructions... Reference Data (ASD)... Orering Information stainless steel wege-bolt Hea styles Stainless Steel Boy an hex washer hea ANCHOR MATERIALS Type 1 Stainless Steel ANCHOR SIZE RANGE (TYP.) " iameter through 1/" iameter (see orering information) SUITABLE BASE MATERIALS Normal-weight concrete Groute Concrete Masonry (CMU) Brick Masonry Approvals An Listings Teste in accorance with ASTM E488, AC10 criteria an AC19 criteria Guie Specifications CSI Divisions: Concrete s, Masonry s an Post- Installe Concrete s. Screw anchors shall be 1 Stainless Steel Wege-Bolt as supplie by Powers Fasteners, Brewster, NY. s shall be installe in accorance with publishe instructions an the Authority Having Jurisiction. TECH MANUAL 015 POWERS olume 1 9/015 rev. 1

2 Material Specifications Material Specifications component Specification Boy an hex washer hea Type 1 Stainless Steel 1 1. With sacrificial carbon steel rive tip an tapping threas. Installation Instructions Installation Instructions for 1 Stainless Steel Wege-Bolt Step 1 Using the proper Wege-bit size, rill a hole into the base material to the require epth. The tolerances of the Wege-bit use must meet the requirements of the publishe Wege-bit range Step Remove ust an ebris from the hole using a han pump, compresse air or a vacuum to remove loose particles left from rilling. Step Select a powere impact wrench that oes not excee the maximum torque, Tscrew, for the selecte anchor iameter. Attach an appropriate size hex socket/ river to the impact wrench. Mount the screw anchor hea into the socket. 1 Stainless Steel Wege-Bolt Detail Hex Hea Marking Legen h a Step 4 Drive the anchor through the fixture an into the hole until the hea of the anchor comes into contact with the fixture. The anchor shoul be snug after installation. Do not spin the hex socket off the anchor to isengage., material, an length ientification mark h nom h o Nomenclature a = of bit = of Drill Bit h = of Clearance Hole h = Base Material Thickness. The value of h shoul be 1.5 or ", whichever is greater = Embement ho = Hole Depth Matche Tolerance System Hex Hea Washer Serrate Unersie Dual Threa Profile Blue Marking Blue Wege-bit bit Designe an teste as a system for consistency an reliability TECH MANUAL 015 POWERS olume 1 9/015 rev. Reference Data (ASD) Installation Specifications for 1 Stainless Steel Wege-Bolt in Concrete Property / Setting Information Notation Units iameter iameter of hole clearance in fixture o h rill bit iameter bit nominal embement epth hole epth overall anchor length Maximum impact wrench power (torque) ho lanch Tscrew ft.-lbf. (N-m) 1/ 0.50 (.4) 5/1 (7.9) 115 (15) 0.75 () 7/1 (11.1) - (57) -1/ (4) 45 () (1.7) 9/1 (14.) 1/ -/4 (77) (7) 00 (407) Torque wrench/socket size - 7/1 9/1 /4 Hea height - 7/ 1/4 7/1 For SI: 1 inch = 5.4 mm, 1 ft-lbf = 1.5 N-m.

3 Ultimate Loa Capacities for 1 Stainless Steel Wege-Bolt in Normal-Weight Concrete 1, 1/ Embement Depth, -1/ (4) -1/ (4) -1/ -/4-1/ 4-1/ f'c =,500 psi (17. MPa) 890 (4.0),485 (11.1) 75 (.) 1,515 (.7),55 (15.7),000 (1.),80 (17.0) 5,80 (5.) 1,85 (.) 1,85 (.) 1,75 1,75 1,75 4,75 (0.8) 5,05 (.) 5,05 (.) f'c =,000 psi (0.7 MPa) 975 (4.),70 (1.1) 805 (.) 1,55 (7.4),80 (17.),85 (14.) 4,195 (18.7),0 (7.7) Concrete Compressive Strength 1,50 (.8) 1,50 (.8) 1,8 (8.) 1,8 (8.) 1,8 (8.) 5,10 (.8) 5,700 (5.4) 5,700 (5.4) f'c = 4,000 psi (7. MPa) 1,10 (5.0),145 (14.0) 90 (4.1) 1,915 (8.5) 4,455 (19.8),790 (1.9) 4,845 (1.) 7,180 (1.9) 1,755 (7.8) 1,755 (7.8),115 (9.4),115 (9.4),115 (9.4) 5,915 (.),590 (9.),590 (9.) f'c =,000 psi (41.4 MPa) 1,440 (.4),150 (14.0) 1,180 (5.),10 () 4,570 (0.) 5,975 (.),800 (0.) 9,70 (4.4) 1. Tabulate loa values are for anchors installe in concrete. Concrete compressive strength must be at a minumum at the time of installation.. Ultimate loa capacities must be reuce by a minimum safety factor of 4.0 or greater to etermine allowable working loa.,50 (11.4),50 (11.4),710 (1.1),710 (1.1),710 (1.1) 7,50 (.) 7,90 (.9) 7,90 (.9) Allowable Loa Capacities for 1 Stainless Steel Wege-Bolt in Normal-Weight Concrete 1,,,4 1/ Embement Depth, -1/ (4) -1/ (4) -1/ -/4-1/ 4-1/ f'c =,500 psi (17. MPa) 5 (1.0) 0 (.8) 185 (0.8) 80 (1.7) 880 (.9) 750 (.) 90 (4.) 1,40 (.) 45 (1.5) 45 (1.5) 40 (1.9) 40 (1.9) 40 (1.9) 1,170 (5.) 1,00 (5.8) 1,00 (5.8) f'c =,000 psi (0.7 MPa) 45 (1.1) 80 (.0) 00 (0.9) 415 (1.8) 95 (4.) 80 (.) 1,050 (4.7) 1,555 (.9) Concrete Compressive Strength 80 (1.7) 80 (1.7) 40 (.0) 40 (.0) 40 (.0) 1,80 (5.7) 1,45 (.) 1,45 (.) f'c = 4,000 psi (7. MPa) 85 (1.) 785 (.5) 5 (1.0) 480 (.1) 1,115 (5.0) 950 (4.) 1,10 (5.4) 1,795 (8.0) 440 (.0) 440 (.0) 50 (.4) 50 (.4) 50 (.4) 1,480 (.) 1,50 (7.) 1,50 (7.) f'c =,000 psi (41.4 MPa) 0 (1.) 790 (.5) 95 (1.) 55 (.4) 1,145 (5.1) 1,495 (.7) 1,700 (7.),440 (10.9) 1. Tabulate loa values are for anchors installe in concrete. Concrete compressive strength must be at a minimum at the time of installation.. Allowable loa capacities are calculate using an applie safety factor of Allowable loa capacities must be multiplie by reuction factors when anchor spacing or ege istances are less than critical istances. 4. Linear interpolation may be use to etermine allowable loas for intermeiate embements an compressive strengths. 40 (.8) 40 (.8) 80 (.0) 80 (.0) 80 (.0) 1,890 (8.4) 1,850 (8.) 1,850 (8.) f'c = 8,000 psi (55. MPa) 1,440 (.4),150 (14.0) 1,10 (5.4),180 (9.7) 4,80 (0.8),900 (0.7) 7,855 (4.9) 11,5 (50.1),850 (1.7),850 (1.7),95 (14.7),95 (14.7),95 (14.7) 9,05 (40.9) 8,995 (40.0) 8,995 (40.0) f'c = 8,000 psi (55. MPa) 0 (1.) 790 (.5) 05 (1.4) 545 (.4) 1,170 (5.) 1,75 (7.7) 1,95 (8.7),815 (1.5) 715 (.) 715 (.) 85 (.7) 85 (.7) 85 (.7),00 (10.),50 (10.0),50 (10.0) TECH MANUAL 015 POWERS olume 1 9/015 rev.

4 Design Criteria (Allowable Stress Design) Combine Loaing For anchors loae in both shear an tension, the combination of loas shoul be proportione as follows: u ( ) ( ) Nu Nn + 1 n Loa Ajustment Factors for Spacing an s 1 Installe in Normal-Weight Concrete Dimension Spacing (s) (c) Loa Type Critical (Full Capacity) Critical Loa Factor Where: Nu = Applie Service Loa Nn = Allowable Loa u = Applie Service Loa n = Allowable Loa (Reuce Capacity) Loa Factor scr = 1 FNS = 1.0 smin = 4 FNS = 0.50 scr = 1 FS = 1.0 smin = 4 FS = 0.75 ccr = 8 FNC = 1.0 cmin = FNC = 0.70 ccr = 1 FC = 1.0 cmin = FC = Allowable loa values foun in the performance ata tables are multiplie by reuction factors when anchor spacing or ege istances are less than critical istances. Linear interpolation is allowe for intermeiate anchor spacing an ege istances between critical an minimum istances. When an anchor is affecte by both reuce spacing an ege istance, the spacing an ege reuction factors must be combine (multiplie). Multiple reuction factors for anchor spacing an ege istance may be require epening on the anchor group configuration. Loa Ajustment Factors for Normal-Weight Concrete Spacing, (FNS) Dia. () 1/ N N Spacing, (FS) Dia. () 1/ scr () 4-1/ smin () 1 1-1/ S scr () 4-1/ smin () 1 1-1/ s Spacing, s (inches) 1-1/ / / Notes: For anchors loae in tension, the critical spacing (scr) is equal to 1 anchor iameters (1) at which the anchor achieves 100% of loa. spacing (smin) is equal to 4 anchor iameters (4) at which the anchor achieves 50% of loa. Spacing, s (inches) 1-1/ / / Notes: For anchors loae in shear, the critical spacing (scr) is equal to 1 anchor iameters (1) at which the anchor achieves 100% of loa. spacing (smin) is equal to 4 anchor iameters (4) at which the anchor achieves 75% of loa., (FNC) Dia. () 1/ N, (FC) Dia. () 1/ ccr () 4 ccr () 4-1/ TECH MANUAL 015 POWERS olume 1 9/015 rev. cmin () /4 1-1/8 1-1/ / , c () 1-1/ / / Notes: For anchors loae in tension, the critical ege istance (ccr) is equal to 8 anchor iameters (8) at which the anchor achieves 100% of loa. ege istance (cmin) is equal to anchor iameters () at which the anchor achieves 70% of loa. C cmin () /4 1-1/8 1-1/ / , c () 1-1/ / / / Notes: For anchors loae in shear, the critical ege istance (ccr) is equal to 1 anchor iameters (1) at which the anchor achieves 100% of loa. ege istance (cmin) is equal to anchor iameters () at which the anchor achieves 15% of loa C 4

5 Masonry Performance Data Ultimate Loa Capacities for 1 Stainless Steel Wege-Bolt installe into the Face or En of Grout Fille Concrete Masonry 1,, 1/ Embe. - (57) (7) (7) -/4 -/4 4-1/ 4-1/ 11- (8) En 1-1/ (8) 1-1/ (8) 1-1/ (8) 1,500 psi 570 (.5) 1,145 (5.1) 1,55 (.8), (10.) (8) 1,0 (5.9) 11- (8) 4, (0.8) (8),000 psi Loaing Direction 0 (.9) Perpenicular or parallel 1,5 to wall ege or en (5.9) 1,775 Perpenicular or parallel (7.9) to wall ege or en Perpenicular or parallel,55 to wall ege or en (11.8) Parallel to wall ege 1,55 (.8) 5,400 (4.0) Perpenicular or parallel to wall ege or en 1,500 psi 45 (.9) 910 (4.0) 775 (.4),110 (1.8),5 (14.8),050 (9.1),0 (11.7),0 (11.7) 7,90 (.4),000 psi 1. Tabulate loa values are for anchors installe in minimum 8-inch wie, Grae N, Type II, normal-weight concrete masonry units conforming to ASTM C 90 that have reache the minimum esignate ultimate strength at the time of installation (f'm 1,500 psi).. Ultimate loa capacities must be reuce by a minimum safety factor of 5.0 or greater to etermine allowable working loa.. The tabulate loa values are applicable for screw anchors installe at a critical spacing between screw anchors of 1 times the screws anchor iameter. Reuce the tabulate loa capacities by 50 percent when anchors are installe at a minimum spacing between screw anchors of 8 times the screw anchor iameter. Linear interpolation may be use for intermeiate spacing istances. Allowable Loa Capacities for 1 Stainless Steel Wege-Bolt installe into the Face or En of Grout Fille Concrete Masonry 1,,,4,5 1/ Embe. - (57) (7) (7) -/4 -/4 4-1/ 4-1/ 11- (8) En 1,500 psi 1-1/ (8) 115 (0.5) 1-1/ 0 (8) (1.0) 1-1/ 05 (8) (1.4) (.0) (8) 5 (1.) 11- (8) (4.) (8),000 psi Loaing Direction 10 (0.) Perpenicular or parallel 5 to wall ege or en (1.) 55 Perpenicular or parallel (1.) to wall ege or en Perpenicular or parallel 50 to wall ege or en (.4) Parallel to wall ege 05 (1.4) 1,080 (4.8) Perpenicular or parallel to wall ege or en 1,500 psi 10 (0.) 180 (0.8) 155 (0.7) 0 (.8) 5 (.0) 410 (1.8) 55 (.) 55 (.) 1,40 (.5),000 psi 150 (0.7) 10 (0.9) 180 (0.8) 715 (.) 75 (.4) 475 (.1) 10 (.7) 10 (.7) 1,85 En (Typ) 745 (.) 1,050 (4.7) 895 (4.0),585 (15.9),85 (17.1),5 (10.5),040 (1.5),040 (1.5) 8,415 (7.4) Wall Face Permissible Locations (Un-hatche Area) (Typ) 1. Tabulate loa values are for anchors installe in minimum 8-inch wie, Grae N, Type II, normal-weight concrete masonry units conforming to ASTM C 90 that have reache the minimum esignate ultimate strength at the time of installation (f'm 1,500 psi).. Allowable loa capacities are calculate using an applie safety factor of 5.0. Consieration of safety factors of 10 or higher may be necessary epening on the application, such as life safety.. Linear interpolation for allowable loas for anchors at intermeiate embement epths may be use. 4. For installation in,000 psi grout fille concrete masonry (f'm =,000 psi) the loa capacity in 1,500 psi grout fille concrete masonry (f'm = 1,500) may be increase by 40% an the loa capacity in,000 psi grout concrete masonry (f'm =,000 psi) may be increase by %. 5. The tabulate loa values are applicable for screw anchors installe at a critical spacing between screw anchors of 1 times the screws anchor iameter. Reuce the tabulate loa capacities by 50 percent when anchors are installe at a minimum spacing between screw anchors of 8 times the screw anchor iameter. Linear interpolation may be use for intermeiate spacing istances. Grout Fille CMU (Typ) Mortar Joint TECH MANUAL 015 POWERS olume 1 9/015 rev. 5

6 Ultimate Loa Capacities for 1 Stainless Steel Wege-Bolt installe into Multiple Wythe Soli Clay Brick Masonry 1, 1/ Embement Depth.5 (.5).75 (9.9).5 (8.).5 (88.9) (15.4) (41.) En.5 (.5) (15.4) (41.) Spacing 4 (101.) (15.4) 8 (0.) 1,170 (5.) 1,45 (.4) 1,840 (8.) 1,80 (.1),875 (1.8) 7,55 (4.1) 1. Tabulate loa values are for anchors installe in multiple wythe, minimum Grae SW, soli clay brick masonry walls conforming to ASTM C. Mortar must be minimum Type N. Masonry compressive strength must be at the specifie minimum at the time of installation (f m 1,500 psi).. Ultimate loa capacities must be reuce by a minimum safety factor of 5.0 or greater to etermine allowable working loa. (Typ) En (Typ) Allowable Loa Capacities for 1 Stainless Steel Wege-Bolt installe into Multiple Wythe Soli Clay Brick Masonry 1, Embement Depth En Spacing.5 (.5).5 (88.9).5 (.5) 4 (101.) 5 (1.0) 75 (1.).75 (9.9) (15.4) (15.4) (15.4) 85 (1.) 575 (.) 1/.5 (8.) (41.) (41.) 8 (0.) 70 (1.) 1,50 (.8) 1. Tabulate loa values are for anchors installe in multiple wythe, minimum Grae SW, soli clay brick masonry walls conforming to ASTM C. Mortar must be minimum Type N. Masonry compressive strength must be at the specifie minimum at the time of installation (f m 1,500 psi).. Allowable loa capacities liste are calculate using an applie safety factor of 5.0. Consieration of safety factors of 10 or higher may be use epening on the application, such as life safety. TECH MANUAL 015 POWERS olume 1 9/015 rev.

7 Orering Information Orering Information 1 Stainless Steel Wege-Bolt Cat. No. Size Box Ctn. Wt./100 (lbs) Cat. No. SDS-Plus SDS-Max Spline Straight Shank x x x x x -1/ x x x / x / x / x / x The publishe size inclues the iameter an length of the anchor measure from uner the hea to the tip. *1 Stainless Steel Wege-Bolt has a blue marking an must be installe with a matche tolerance. Cat. No. Description Usable Length Tube 011 SDS " x 4" " SDS " x " 4" SDS " x 8" " SDS " x " 4" SDS " x 8" " SDS " x 1" 10" SDS " x 18" 1" SDS 1/" x " 4" SDS 1/" x 10" 8" SDS 1/" x 1" 10" SDS 1/" x 18" 1" Spline 1/" x 1" 8" Spline 1/" x 1" 11" SDS-Max 1/" x 1" 8" HD Straight Shank " x 4" -/4" HD Straight Shank " x " 4" HD Straight Shank " x " 4" HD Straight Shank " x 1" 11" HD Straight Shank 1/" x " 4" HD Straight Shank 1/" x 1" 11" Stainless Steel Wege-Bolt+ Screw Installation Accessories Cat. No. Description Wt./100 (lbs) 0880 Han pump / ust blower 1 Ctn. TECH MANUAL 015 POWERS olume 1 9/015 rev. 7