DESCRIPTION / SUGGESTED SPECIFICATIONS

Quality Adhesive   
Systems for   
Fastening   
Through Block   
and for Brick   
Pinning   
Applications   

 

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ADVANTAGES
HBP SERIES — NYLON SCREENS
epcon_a7prod1e.jpg (309 bytes) 30% - 50% savings from stainless steel screens
epcon_a7prod1e.jpg (309 bytes)Comparable performance values
epcon_a7prod1e.jpg (309 bytes)Easier to insert and span across voids
epcon_a7prod1e.jpg (309 bytes)Flexible material is less susceptible to damage (from being crushed)
HP SERIES — STAINLESS SCREENS
epcon_a7prod1e.jpg (309 bytes)Corrosion resistant
epcon_a7prod1e.jpg (309 bytes)Available in 1/4" to 3/4" diameters
epcon_a7prod1e.jpg (309 bytes)Special version, "dosage control" available for overhead and underwater installations
   
Image: 
Installation: 
INSTALLATION STEPS
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1. Drill proper sized hole, using rotation-only drilling mode. Clean out hole with forced air. Complete hole preparation with use of a brush and repeat cleaning with forced air (leave no dust or slurry). 2. When starting new cartridge or new nozzle, dispense and discard enough adhesive until uniform adhesive mix is achieved. Insert the nozzle into the bottom of the screen and fill screen completely full (use extension tube if needed to reach bottom of screen). 3. Insert the filled screen completely into the hole (subflush). 4. While holding the tab of the screen against the wall, hand insert the selected rod slowly into the screen tube with a slow twisting motion. Pull screen flush to face and coat with adhesive. Wait for appropriate cure time before torquing fixture into place.

 

Performance Data: 
PERFORMANCE TABLE
Load Values Average Ultimate Loads for HBP (nylon) or HB (stainless) Screens Used with A7 in Hollow Concrete Block1

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ROD DIA.
In. (mm)
DRILL
HOLE DIA.
INCHES
MAX. CLAMPING FORCE
AFTER PROPER CURE

Ft.-Lbs. (Nm)
EMBEDMENT
In. (mm)
ULTIMATE TENSION
Lbs. (kN)
ULTIMATE SHEAR
Lb.s (kN)
1/4 (6.4) 3/8 (9.5) 5   (6) 8   (203.2) 2,072   (9.2) 2,264   (10.1)
3/8   (9.5) 1/2 (12.7) 12   (16) 8   (203.2) 2,360 (10.5) 2,668   (11.9)
1/2   (12.7) 5/8 (15.9) 19   (25) 8   (203.2) 2,647 (11.8) 2,668   (11.9)
5/8   (15.9) 3/4 (19.1) 26   (35) 8   (203.2) 2,647 (11.8) 3,578   (15.9)
3/4   (19.1) 7/8 (22.2) 28   (37) 8   (203.2) 2,647 (11.8) 4,573   (20.3)
1 Allowable working loads should not exceed 25% of ultimate capacity. Loads based upon testing with ASTM A193, Grade B7 rods.

 

PERFORMANCE TABLE
Load Values Average Ultimate Loads for HBP (nylon) or HB (stainless) Screens Used with C6 in Hollow Concrete Block1

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ROD DIA.
In. (mm)
DRILL
HOLE DIA.
INCHES
MAX. CLAMPING FORCE AFTER
PROPER CURE

Ft.-Lbs. (NM)
EMBEDMENT
(SCREEN LENGTH)
In. (mm)
ULTIMATE TENSION
Lbs. (kN)
ULTIMATE SHEAR
Lb.s (kN)
1/4 (6.4) 3/8 (9.5) 5   (6) 8   (203.2) 2,072   (9.2) 2,264   (10.1)
3/8   (9.5) 1/2 (12.7) 12   (16) 8   (203.2) 2,800  (12.5) 2,466   (10.9)
1/2   (12.7) 5/8 (15.9) 19   (25) 8   (203.2) 3,487 (15.5) 2,668   (11.9)
5/8   (15.9) 3/4 (19.1) 26   (35) 8   (203.2) 3,487 (15.5) 3,578   (15.9)
3/4   (19.1) 7/8 (22.2) 28   (37) 8   (203.2) 3,487 (15.5) 4,573   (20.3)
1 Allowable working loads should not exceed 25% of ultimate capacity. Loads based upon testing with ASTM A193, Grade B7 rods.

 

PERFORMANCE TABLE

Load Values1

Average Ultimate Loads for HBP (nylon) Screens Used with C6 in Brick and Concrete Block1

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NYLON SCREEN
PART NO.
DRILL HOLE
DIA.
In. (mm)
SINGLE BRICK DOUBLE BRICK BRICK AND HOLLOW BLOCK
ULTIMATE TENSION
Lbs. (kN)
ULTIMATE
TENSION
Lbs. (Kn)
ULTIMATE
SHEAR
Lbs. (Kn)
ULTIMATE
TENSION
Lbs. (Kn)
ULTIMATE
SHEAR
Lbs. (Kn)
HBP 38-6 1/2 (12.7) 2,150 (9.6) --        -- 4,675 (20.8) 1,917 (8.5) 3,659 (16.3)
HBP 38-8 1/2 (12.7) 2,200 (9.8) 1,143  (5.1) 6,175 (27.5) 1,743 (7.8) 3,659 (16.3)
HBP 38-10 1/2 (12.7) 2,000 (8.9) 950  (4.2) 3,272 (14.6) 2,498 (11.1) 2,498 (11.1)
HBP 12-6 5/8 (15.9) 3,800 (16.9) --        -- 6,369 (28.3) 2,498 (11.1) 5,595 (24.9)
HBP 12-8 5/8 (15.9) 1,750 (7.8) --        -- 7,530 (33.5) 2,305 (10.3) 3,500 (15.6)
HBP 12-10 5/8 (15.9) 2,618 (11.6) --        -- 2,885 (12.8) 2,305 (10.3) 2,498 (11.1)

1 Allowable working loads should not exceed 25% ultimate capacity. Based upon testing using ASTM A193, Grade B7 rod.

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