PRODUCTS INC.
ZAP SCREWLOK® –– more solutions and applications Field splicing of reinforcing bars by the Zap Screwlok method is most popular because of the systems simplicity, cost effectiveness and adaptability.
Download PRODUCTS INC.
Information
Domain:
Source:
Link to this page:
Documents from same domain
PRODUCTS INC.
www.barsplice.comBARGRIP® XL –– reasons and advantages Cold swaging technology for mechanical splicing of reinforcing bars is one of the most established, developed, and refined splicing methods worldwide.
e ARSPLICER POSITION System ARSPLICER DoughNUT
www.barsplice.comREPLACE THIS WITH THIS OR THIS Epoxy-coated couplers are used for splicing epoxy coated bars that comply to ASTM A775 / A775M. BPI ® BARSPLICER SYSTEM A …
INSTALLATION INSTRUCTIONS ZAP SCREWLOK …
www.barsplice.comPage 2 of 3 Zap Screwlok Type 2 and Epoxy Series Instructions Rev.G 10/30/2013 Once the screws on the first side have been tightened down and …
ZAP SCREWLOK® DATA SHEET C A Dimensions & …
www.barsplice.coml d rebar size product code structural conn connector weight (lb) length ‘l’ (in) ‘a’ ‘b’ ‘d’ ‘w’ number screws per bar average screw torque
ZAP SCREWLOK FX SERIES - Barsplice Products
www.barsplice.com• CONVENIENCE .. ZAP SCREWLOK® FX Dimensions & Data [inch-pound units] A + B X C A B + X Sizes #3 - #11 Sizes #14 - #18 END VIEW (AFTER ASSEMBLY)
HEADED ENDS FOR DEVELOPMENT AND …
www.barsplice.comheaded ends for development and extension of reinforcing bars products inc. a subsidiary of fc industries, inc.
Taper Grip-Twist Brochure Rev. E - Barsplice Products
www.barsplice.comGRIP-TWIST® –– Type 2 Mechanical Splices and Anchorage for Reinforcing Bars GRIP-TWIST ® is a swaged splicing and anchorage system that incorporates the use of self-locating taper threaded ends on
GRIP-TWIST DATA SHEET –– Dimensions and Data …
www.barsplice.comH N A F G M GRIP-TWIST® DATA SHEET –– Dimensions and Data [inch-pound units] TT3F TT4F TT5F TT6F TT7F TT8F TT9F TT10F TT11F TT14F TT18F Orange Pink Red Yellow Blue Black Red Yellow Blue Pink ...
BARSPLICER DATA SHEET– Dimensions and Data …
www.barsplice.comUnless otherwise specified, bars shall beASTM A615 / A615M Grade 60; epoxy coated bars shall beASTM A775 / A775M Grade 60; bend diameters and standard hook
ICC-ES Evaluation Report ESR-3517 - Barsplice …
www.barsplice.comICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
Related documents
HANDBOOK PECIFICATIONS - SSINA: Specialty …
ssina.comSTAINLESS STEEL PRODUCERS SPECIALTY STEEL INDUSTRY OF NORTH AMERICA AK Steel Corporation 9227 Centre Pointe …
A Consolidated Guide ACI 318 Provisions and ASTM ...
wri.supportTF 207-R-09 A Consolidated Guide ACI 318 Provisions and ASTM References for Specifying WWR For architects, engineers, contractors and others who intend to use or are considering the use of high per-
PRODUCTS INC.
www.barsplice.comBARGRIP® XL –– reasons and advantages Cold swaging technology for mechanical splicing of reinforcing bars is one of the most established, developed, and refined splicing methods worldwide. Key to cold swaging success is its simplicity, low cost and adaptability. There is no loss of reinforcing bar cross-sectional area at the splice location so the BarGrip …
VARIOUS TYPES OF SLABS - Civil Engineering
www.ce.memphis.edu6 To illustrate the latter method of obtaining the steel ratio r, assume a 5 in. slab with an effective depth of 4 in., with No. 4 bars spaced 4 1/2 in, center to center. 4" 4-1/2 "#4 bars
Leading Edge in - KOSTEEL
www.kosteel.co.krSuper Deck System Through "non-form, non-support slab" technology, truss girder are assembled with high-yield strength reinforced steel wire which is applied onto 0.5mm-thick galvanized steel plate (instead
IS 1786 (2008): High strength deformed steel bars …
www.spongeiron.inIS 1786:2008 i k, Indian Standard HIGH STRENGTH DEFORMED STEEL BARS AND WIRES FOR CONCRETEREINFORCEMENT— SPECIFICATION (Fourth Revision ) I(X 77.140.15; 91.080.40
NEW DESIGN TABLES FOR DEVELOPMENT AND LAP …
www.sria.com.auS.Munter, R.I. Gilbert, M. Patrick 2 At the time Eq. 1 was developed, the characteristic yield stress, fsy, of the available deformed bars (Y bars) was only 400 MPa.