HFX Adhesive Anchor Adhesive Anchoring Systems

Transcription

1 HFX Adhesive Adhesive ing Systems MD300 Dispenser HFX-M Mixer HFX Cartridge Standard Silicon Dispenser Product Description Hilti HFX is a new hybrid adhesive mortar combining resin, hardener, cement and water. It s formulated for fast curing and easy installation in a wide range of solid and hollow concrete and masonry base materials with temperatures from 30 F (0 C) up to 110 F (43 C). HFX is styrene free and virtually odorless. HFX adhesive anchor system is easy to use and has unlimited applications. The system consists of a single self opening adhesive cartridge which fits any standard silicon dispenser, a mixing nozzle which comes with every cartridge and either a threaded rod, internally threaded insert or other fastening element. HFX is designed for fastenings into solid base materials such as concrete, stone, and grout-filled block and is also suitable for fastening into base materials containing voids and holes such as hollow block, lightweight hollow block, brick with holes, and clay tile when used with a screen tube. Fastener Components Solid Base Materials HAS Threaded Rod HIS Internal Thread Insert Hollow Base Materials HIT-A threaded HIT-I Internal Thread Insert Feature For use with standard silicon dispenser For all base materials Reusable Easy to use Benefit No additional equipment needed. Start working right away Good performance from one product for many applications Open cartridges may be stored for up to 4 weeks by leaving the mixer attached Low dispensing forces. Optional high quality Hilti MD300 dispenser available Screen tube for Hollow base material

2 HFX Adhesive Adhesive ing Systems Mechanical Properties f y min f u Material Properties for Steel fastening Components Standard HAS-E Rod material meets the requirements of ISO 898 Class 5.8 ksi (MPa) 58 (400) ksi (MPa) 72.5 (500) High Strength or 'Super HAS' Rod material meets the requirements of ASTM A 193, Grade B7 105 (724) 125 (862) HIS-R Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN (350) (700) HIS & HIT-I Insert 9SMNPB28K Carbon Steel conforming to DIN (248) 58 (400) Stainless HAS Rod material meets the requirements of ASTM F 593 (AISI 304/316) Condition CW 3/8" to " 65 (448) 100 (689) Stainless HAS Rod material meets the requirements of ASTM F 593 (AISI 304/316) Condition CW 3/4" to 1-1/4" 45 (310) 85 (586) HAS Super & HAS-E Standard Nut material meets the requirements of ASTM A 563, Grade DH HAS Stainless Steel Nut material meets the requirements of ASTM F 594 HAS & HIT Standard and Stainless Steel Washers meet dimensional requirements of ANSI B Type A Plain HAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240 HAS Super & HAS-E Standard Washers meet the requirements of ASTM F 436 ALL HAS Super Rods (except 7/8"), HIT & HAS-E Standard, HIS Inserts, Nuts & Washers are zinc plated to ASTM B 633 SC 1 7/8" HAS Super Rods hot-dip galvanized in accordance with ASTM A 153 HIT-A Rod material ASTM A 36, 9SMNPB36K &/or 9SMN36K conforming to DIN Mechanical properties meet or exceed values for ASTM A 36 HIT and HAS-E Nut material meets dimensional requirements of ASTM A 563, Grade A Note: Special Order threaded rods may vary from standard materials. Technical Data Solid Concrete and Grout Filled Bock HFX Installation Specification Table for Solid Base Material Size Details d bit bit diameter h 1 : min depth of hole h minimum base material thickness h ef = h nom standard embedment T max max. tightening torque h s : Useable thread length HAS Rod HIS Insert in. 3/8 1/2 3/8 1/2 (mm) (9.5) (12.7) (9.5) (12.7) in. 7/16 9/16 11/16 11/16 7/8 1-1/8 in. 3-3/4 4-1/2 5-1/8 4-1/2 5-1/8 7 (mm) (95) (114) (130) (114) (130) (178) in. 5-1/2 6-1/ /20 7-1/2 10 (mm) (140) (159) (178) (161) (191) (254) in. 3-3/8 4-1/ / (mm) (86) (114) (143) (108) (127) (168) ft lb (Nm) (20) (40) (60) (20) (40) (60) in min. 3/8 to 1 min. 1/2 to 1-1/8 min. to 1-1/2 (mm) (min. 10 to 25) (min. 12 to 30) (min. 16 to 40)

3 HFX Adhesive Technical Data Adhesive ing Systems Hollow Block, Brick w/ Holes and Clay Tile HFX Installation Specification Table for Hollow Base Material HIT-A Rod Tile Hollow and Lightweight Block Brick w/ holes, Clay Tile Size in. 1/4 x 2-1/2 5/16 x 2-1/2 3/8 x 3 1/2 x 3-1/8 5/16 x 4 3/8 x 4-3/8 1/2 x 4-1/2 Details (mm) (6.4 x 64) (7.9 x 64) (9.5 x 75) (12.7 x 80) (7.9 x 100) (9.5 x 110) (12.7 x 115) d bit : bit diameter in. 1/2 h 1 : min. depth of hole in. 2 3/ / /4 (mm) (60) (60) (95) h min : min. base material in. 3-1/2 3-1/2 5 thickness required screen tube (mm) (89) HIT S-12A (89) HIT S-16/2 (127) HIT S-16 t: max. thickness in. 1/4 1/4 3/4 3/4 3/4 fastened (mm) (6) (6) (16) (19) (16) (19) (19) T max : max. tightening ft lb finger tight torque (Nm) (4) (7) (9) (4) (7) (9) 1. Bore hole should be through face of base material HIT-I Rod Tile Hollow and Lightweight Block Brick w/ holes, Clay Tile Size in. 5/16 x 2 3/8 x 2 1/2 x 2 5/16 x 3-3/16 3/8 x 3-3/16 1/2 x 3-3/16 #14 Screw Details (mm) (7.9 x 50) (9.5 x 50) (12.7 x 50) (7.9 x 80) (9.5 x 80) (12.7 x 80) d bit : bit diameter in. 1/2 27/32 27/32 h 1 : min. depth of hole in. 2-3/ / /4 (mm) (60) (60) (95) h min : min. base material in. 3-1/2 3-1/2 5 thickness (mm) (89) (89) (127) required screen tube HIT S-12I HIT S-16/2 HIT S-22/2 HIT S-16/2 HIT S-22/2 h s : max. usable thread in. min 1/2-1 1/2 min 1/2-1 1/2 min 1/2-3 length (mm) (min 12-35) (min 12-35) (min 12-75) T max : max. tightening ft lb finger tight torque (Nm) (4) (7) (9) (4) (7) (9) 1. Bore hole should be through face of base material Allowable Steel Strength for HAS Rods 1 HAS-E Standard ISO 898 Class 5.8 HAS Super ASTM A 193 B7 HAS SS AISI 304/316 SS 3/ (9.5) (11.7) (6.0) (20.3) (10.4) (16.2) (8.3) 1/ (12.7) (20.9) (10.8) (36.0) (18.5) (28.8) (14.8) (32.6) (16.8) (56.3) (29.0) (45.0) (23.2) 3/ (19.1) (47.0) (24.2) (81.1) (41.8) (55.1) (28.4) 1 Steel strength as defined in AISC Manual of Steel Construction (ASD): = 0.33 x Fu x Nominal Area = 0.17 x Fu x Nominal Area

4 HFX Adhesive Adhesive ing Systems 1, 2, 3,4 HFX Allowable and Ultimate Bond/Concrete Capacity for HAS Rods in Normal Weight Concrete 3/8 (9.5) 1/2 (12.7) 3/4 (19.1) 1-3/ (44) (2.4) (3.8) (4.2) (7.9) (9.7) (15.4) (16.7) (31.5) 3-3/ (86) (7.1) (10.2) (7.9) (11.2) (28.2) (40.7) (31.6) (44.7) 4-1/ (114) (7.2) (10.2) (7.9) (11.2) (28.7) (40.7) (31.6) (44.7) 2-1/ (57) (4.6) (7.0) (6.9) (9.7) (18.5) (27.9) (27.5) (38.9) 4-1/ (114) (13.3) (16.6) (14.0) (19.9) (53.4) (66.5) (56.1) (79.4) (152) (15.7) (16.6) (14.0) (19.9) (62.8) (66.5) (56.1) (79.4) 2-7/ (73) (6.5) (9.1) (10.3) (14.5) (25.9) (36.5) (41.0) (57.9) (143) (19.9) (28.1) (21.9) (31.0) (79.4) (112.3) (87.7) (124.0) 7-1/ (190) (24.4) (28.1) (21.9) (31.0) (97.7) (112.3) (87.7) (124.0) 3-3/ (86) (8.8) (14.3) (15.3) (21.6) (35.1) (57.3) (61.1) (86.4) 6-3/ (172) (21.6) (33.3) (31.6) (44.6) (86.2) (133.3) (126.2) (178.6) (229) (37.3) (37.3) (31.6) (44.6) (149.1) (149.1) (126.2) (178.6) 1. Influence factors for spacing and edge distance are applied to concrete/bond values above, and then compared to the steel value. The lesser of the values is to be used for the design. 2. For h ef > h nom average ultimate concrete shear capacity based on concrete capsity design (CCD) method. For h ef <h nom average ultimate concrete shear values based on testing. 3. All values based on holes drilled with a carbide bit (see product technical guide 2005 section 8.4.1) and cleaned with a wire bush. 4. Allowable loads are based on a safety factor of 4. HFX Allowable and Ultimate Bond/Concrete Capacity for HIS Carbon Steel and HIS-R Stainless Steel Internally Threaded Inserts 1 2 HFX Allowable Bond/Concrete Capacity HFX Allowable Bond/Concrete Capacity f'c > 2000 psi 2 HFX Ultimate Bond/Concrete Capacity f'c > 2000 psi 3/8 4 1/ (9.5) (108) (12.8) (7.1) (51.1) (28.6) 1/ (12.7) (127) (21.8) (13.5) (87.1) (54.1) (168) (33.1) (20.4) (132.2) (81.4) 3/4 8 1/ (19.1) (210) (44.1) (28.0) (176.5) (112.2) 1 Allowable loads are based on a safety factor of 4. 2 Use lower value of either bond/concrete capacity or steel strength of bolt used. HFX Ultimate Bond/Concrete Capacity

5 HFX Adhesive HFX Allowable and Ultimate Bond/Concrete Capacity for HAS Rods installed in Lightweight Concrete > 3000 psi (207 MPa) 1, 2, 3 Adhesive ing Systems 3/8 (9.5) 1/2 (12.7) 3/4 (19.1) 1-3/4 (44) 3-3/8 (86) 2-1/4 (57) 4-1/2 (114) 2-7/8 (73) 5- (143) 3-3/8 (86) 6-3/4 (172) Allowable Bond/Concrete Capacity 641 (2.9) 1658 (7.4) 1136 (5.1) 2861 (12.7) 1583 (7.0) 3491 (15.5) 1920 (8.5) 5074 (22.6) 1133 (5.0) 1193 (5.3) 1804 (8.0) 1830 (8.1) (20.6) 4620 (20.6) Ultimate Bond/Concrete Capacity 2565 (11.4) 6630 (29.5) 4545 (20.2) (50.9) 6330 (28.2) (62.1) 7680 (34.2) (90.3) 4530 (20.2) 4770 (21.2) 7215 (32.1) 7320 (32.6) (63.5) (63.5) (82.2) (82.2) 1. Influence factors for spacing and edge distance are applied to concrete/bond values above, and then compared to the steel value. The lesser of the values is to be used for the design. 2. All values based on holes drilled with a matched tolerance carbide tipped bit (see product technical guide 2005 section 8.4.1) and cleaned with a wire brush. 3. Allowable loads are based on a safety factor of 4. HFX Allowable Loads for Threaded Rods in Grout-Filled Concrete Masonry Units (ASTM C 90 1, 2, 3, 4, 5 Block) Distance from Edge Allowable Bond/Concrete Capacity 6 6 Ultimate Bond/Concrete Capacity 6 6 3/8 3-3/8 4 (101.6) 825 (3.7) 1064 (4.7) 3300 (14.7) 4256 (18.9) (9.5) (86) >20 (508) 891 (4.0) 1064 (4.7) 3563 (15.8) 4256 (18.9) 1/2 4-1/2 4 (101.6) 989 (4.4) 1636 (7.3) 3956 (17.6) 6544 (29.1) (12.7) (108) >20 (508) 1186 (5.3) 1753 (7.8) 4744 (21.1) 7013 (31.2) 5-4 (101.6) 1284 (5.7) 1988 (8.8) 5138 (22.9) 7950 (35.4) (143) >20 (508) 1734 (7.7) 2428 (10.8) 6938 (30.9) 9713 (43.2) 3/4 6-3/4 4 (101.6) 1481 (6.6) 2067 (9.2) 5925 (26.4) 8269 (36.8) (19.1) (172) >20 (508) 2288 (10.2) 2611 (11.6) 9150 (40.7) (46.5) 1. Values are for lightweight, medium weight or normal weight concrete masonry units conforming to ASTM C 90 with 2000 psi grout conforming to ASTM C depth is measured from the outside face of the concrete masonry unit. 3. Values are for anchors located in the grouted cell, head joint, bed joint, "T" joint, cross web or any combination of the above. 4. Values for edge distance between 4 inches and 20 inches can be calculated by linear interpolation. 5. Allowable loads are based on a safety factor of Loads are based on the lesser of bond strength, steel strength or base material strength.

6 HFX Adhesive Adhesive ing Systems HFX Allowable Loads for Threaded HIT-A Rods in Hollow Concrete Block, Lightweight Concrete Block, Brick with Holes, Clay Tile 1, 2 Type Type in. (mm) in. (mm) HIT-A Short 2" (51mm) Hit-A Standard 3-3/8" (86mm) L/W or N/W Hollow Concrete Block Brick with Holes Clay Tile HIT-I Short 2" (51mm) L/W or N/W Hollow Concrete Block Hit-I Standard 3-3/8" (86mm) Brick with Holes Clay Tile 1/ (6.4) (0.8) (1.5) (1.6) (1.4) (0.6) (0.4) 5/ HIT-A (7.9) (1.2) (2.2) (2.5) (2.4) (0.7) (1.0) Rod 3/ (9.5) (1.3) (3.5) (3.4) (4.1) (0.7) (1.0) 1/ (12.7) (1.3) (3.5) (3.4) (6.1) (0.7) (2.2) 1. Based on using a safety factor of 6 for tension and 4 for shear. 2. Due to wide strength variations encountered in masonry, these values should be considered as guide values. 3. 1/4" anchor diameter installed at 2" embedment in brick with holes and clay tile. HFX Allowable Loads for Threaded HIT-I Rods in Hollow Concrete Block, Lightweight Concrete block, Brick with Holes, Clay Tile 1, 2 No. 14 screw w/ insert (6.4) (.8) (2.3) (1.3) (2.4) (0.4) (0.7) HIT-I 5/ Rod (7.9) (1.3) (2.8) (2.6) (3.3) (0.8) (1.0) 3/ (9.5) (1.3) (4.0) (5.2) (6.1) (0.8) (1.9) 1/ (12.7) (1.3) (4.0) (5.2) (7.3) (0.8) (2.2) 1. Based on using a safety factor of 6 for tension and 4 for shear. 2. Due to wide strength variations encountered in masonry, these values should be considered as guide values. 3. 1/4" anchor diameter installed at 2" embedment in brick with holes and clay tile.

7 HFX Adhesive Installation Instructions Adhesive ing Systems