กก  
PRO-POXY 300
PRO-POXY 300 FAST
 
  
Non-sag, injectable anchoring gel
 
Compliances
Pro-Poxy 300- ASTM-C-881: Types I, II, IV, & V; Grade 3; Classes B & C
Pro-Poxy 300 Fast- ASTM-C-881: Types I, II*, IV, V*; Grade 3; Classes A, B, & C
V.O.C. Compliant
Passed ICBO-ES AC58 (Sec. 5.3.3) ASTM E 1512 (Sec. 7.1 & 7.5) Elevated Temp Creep Test
Meets USDA specifications for use in food-processing areas
*Except gel time




 
Description
Both PRO-POXY 300 and 300 FAST are high-strength, two-component epoxy adhesive anchoring gels. They both meet USDA specifications for use in food processing areas.

 

Download this catalog page (296 kb PDF)

Download the MSDS for Pro-Poxy 300 (15.7 kb PDF) or Pro-Poxy 300 Fast (15.7 kb PDF)


Get the free Adobe Acrobat Reader


Features
  • Permitted for use in wet or damp holes
  • Freeze-thaw resistant, permitted in severe weathering locations
  • Suitable for seismic conditions
  • Allowed at close edge distances, shallow embedments
  • Low odor
  • For both solid and hollow-base materials
Usage
  • Chemical anchoring for bolts, dowels and pins
  • Cap sealing and port setting
  • Pressure-injection of cracks in structural concrete
  • Bonding irregular surfaces

Appearance
Component A: White
Component B: Gray
Shelf Life: 2 years in original unopened container
Storage Conditions: Store at 40-95°F (5-35°C). Precondition cartridges to over 73°F ?° (23°C)
Cold weather (below 70°F/21°C): Precondition cartridges slowly to 80-90°F/27-32°C for easier gunning.
Gel Time (60 g. mass): 35 min. at 73°F ?° (23°C) for PRO-POXY 300
8 min. at 73°F ?° (23°C) for PRO-POXY 300 FAST

Packaging
22 oz./600 ml cartridges
1 gal./3.8 L units
2 gal./7.6 L units
10 gal./37.9 L units
110 gal./416.4 L units


Coverage
22 oz./600 ml cartridge yields 37 cu. in./600 cu. cm
1 gal./3.8 L of mixed epoxy yields 231 cu. in/3,746 cu. cm

Directions
CARTRIDGES: PRO-POXY 300 and 300 FAST may be easily dispensed from cartridges, eliminating mixing and measuring. Remove D plug from small end of cartridge. Slide retaining nut over static mixer. Secure static mixer to cartridge by screwing retaining nut onto cartridge. For easier gunning, the static mixer tip may be cut off to the third notch. Place assembled cartridge into approved pneumatic or hand gun. Extrude epoxy until a uniform gray color is achieved. Do not use epoxy with color streaks. Dispense under a constant uniform pressure. If dispensing is altered, re-establish a uniform gray color before continuing. When using a hand gun, release pressure from gun by pressing thumb button at every pause in dispensing. Otherwise, re-establish uniform gray color before continuing.

BULK PACKAGED COMPONENTS
Automatic Dispensing Machines: Only use UNITEX approved positive displacement dispensing machines.

Hand Mixing: Premeasure equal parts by volume of component A and component B in two separate containers. Use a third container to mix the two components together. Do not use one tapered container such as a paper cup, filling it half full of A and half full of B. The correct ratio (1:1) cannot be achieved due to tapered feature of cup. Thoroughly mix for 3 minutes, scraping sides of container until uniform grey color is achieved. Mix only the amount of epoxy that can be used within its gel time. Spread mixed epoxy out thin on a hawk to extend gel time. If you pile it up, the gel time will be shortened due to the greater mass and exotherm.

 
Application
TO ANCHOR BOLTS, DOWELS & PINS
Refer to tables below for annular space, embedment depth and edge distances.

Step 1.
Drill holes to proper diameter and length.
Step 2.
Clean holes with a nylon brush.
Step 3.
Blow concrete dust from hole with oil-free compressed air from back forward.
Step 4.
After uniform color is achieved, static mixer should be placed in back of hole. Start extruding epoxy while pulling static mixer out, filling hole half full. Rotate the bolt slightly as it is inserted to the back of the hole.


TO SET PORTS & CAPSEAL CRACKS: Select PRO-POXY 300 or 300 FAST according to the desired gel time. PRO-POXY 300 provides longer working time. PRO-POXY 300 FAST should be selected for cooler weather applications and when faster setup of capseal is desired. Dab a small amount of epoxy to the back of a port and carefully center port over the crack. A centering nail may be helpful. Do not apply so much epoxy to back of port that it could close off the hole. After setting port, carefully butter the shoulder of the port and extend epoxy to 1/2 in./1.28 cm on either side of the crack. Continue placement of epoxy by buttering crack between ports. To avoid leaks under pressure, the epoxy should be applied to approx. 1/4 in./.64 cm. thick. Do not place epoxy once it starts curing or getting hot or sticky, as this will compromise capseal and cause leaking. Once epoxy is placed, it should not be disturbed during the curing process. Cure time depends on air temperature and mass of epoxy. Normally a minimum of 2 hrs. is necessary for PRO-POXY 300 FAST and 4-6 hrs. for PRO-POXY 300 to fully cure at 73°F ?°/23°C. Capseal must be fully cured prior to injection repair of crack.

TO BOND IRREGULAR SURFACES: Apply the mixed PRO-POXY 300 or 300 FAST to the prepared substrates. Work into the substrate for positive adhesion. Secure or clamp the bonded surfaces firmly into place until the epoxy has cured. Glue line should not exceed 1/8 in./.32 cm.
Limitations
  • Minimum substrate temperature is 40°F/5°C
  • Do not thin. Solvents will prevent proper cure.
  • Use dried aggregate only.
  • Minimum age of concrete must be 3-7 days, depending on curing and drying conditions.
  • PRO-POXY 300 and 300 FAST are vapor barriers when cured.
  • Do not allow mixed epoxy to reside in static mixing head or mixer for more than 5 minutes or gelation and blockage may result.
 
Cleanup

EQUIPMENT: Uncured material can be removed with Unitex CITRI-CLEAN or other approved solvent. Cured material can only be removed mechanically.

MATERIAL: Collect with absorbent material. Flush area with water. Dispose of in accordance with local, state and federal disposal regulations.
First Aid
EYE CONTACT: Flush immediately with water for at least 15 minutes. Contact physician immediately.
RESPIRATORY CONTACT: Remove person to fresh air.
SKIN CONTACT: Remove any contaminated clothing. Remove epoxy immediately with a dry cloth or paper towel. Solvents should not be used as they carry the irritant into the skin. Wash skin thoroughly with soap and water.
CURED EPOXY RESINS ARE INNOCUOUS.
 
Cautions
  • Component A: Irritant
  • Component B: Corrosive
  • Product is a strong sensitizer. Use of safety goggles and chemical resistant gloves are recommended.
  • Use of a NIOSH/MSHA organic vapor respirator is recommended if ventilation is inadequate.
  • Avoid breathing vapors.
  • Avoid skin contact.
Allowable Anchor Spacing and Edge Distance*

Full Anchor Capacity
Critical Distance (Ccr)
Reduced Anchor Capacity
Distance (Cmin)
Reduction Factor
SPACING BETWEEN ANCHORS 24 D 8 D 0.90
EDGE DISTANCE: TENSION LOADS 12 D See following chart See following chart
SHEAR LOADS – THREADED ROD 12 D 4 D 0.21
SHEAR LOADS – SMOOTH DOWELS 12 D 4 D 0.21
SHEAR LOADS – REBAR 16 D 4 D 0.15
Allowable Shear Values for Threaded Rod in 2000 psi Concrete*

  Allowable Steel Strength (lbs)
Anchor Diameter (inches) Bit Diameter (inches) Embedment (inches) A36/A307 A193 B7 300 Series Stainless
3/8 7/16 3-3/8 1080 2345 1870
1/2 9/16 4-1/2 1930 4170 3330
5/8 3/4 5-5/8 3030 6520 5220
3/4 7/8 6-3/4 4360 9390 6390
7/8 1 7-7/8 5930 12780 8680
1 1-1/8 9 7740 16690 11340
1-1/4 1-3/8 11-1/4 12100 26070 17730
Cure Times for Adhesive Anchors*

Minimum Cure Time Minimum Cure Time
Substrate
Temp.
Pro-Poxy
300
Pro-Poxy
300 Fast
Pro-Poxy
300
Pro-Poxy
300 Fast
40°F (5°C) F 48 hrs F 24 hrs
65°F (18°C) 48 hrs 36 hrs 24 hrs 8 hrs
70°F (21°C) 36 hrs 24 hrs 12 hrs 2.5 hrs
80°F (27°C) 24 hrs 12 hrs 6 hrs 2 hrs
100°F (38°C) 12 hrs 6 hrs 4 hrs 1 hrs
*1. F indicates PRO-POXY 300 FAST is recommended.
2. Cure Time is time required before epoxy reaches ultimate strength. Minimum Cure Time is minimum time required before the design or allowable load may be applied.
3. Anchors are to be undisturbed during the minimum cure time.
 
Edge Distance for Tension Values for Anchors in Concrete*

Stud Size
(inches)
Minimum Edge
Distance (C min)
Reduction
Factor
3/8 1-1/2 0.70
1/2 1-3/4 0.66
5/8 1-3/4 0.70
3/4 1-3/4 0.70
7/8 3-1/2 0.70
1 4 0.70
1-1/4 5 0.70
*1. The listed values are the minimum distances required to obtain the load values in the tables above. D = anchor diameter. When adjacent anchors are different sizes or embedments, use the largest value for D.
2. The listed values are the minimum distances at which the anchor can be installed when load values are adjusted in accordance with reduction factor.
3. Load values in the table are multiplied by the reduction factor when anchors are installed at the minimum spacing listed. Use linear interpolation for spacing between critical and minimum distances. Multiple reduction factors for more than one spacing or edge distance are calculated separately and multiplied.
Shear and Tension Values for Reinforcing Steel*

  Tension Ultimate Bond Strength (lbs) Allowable Shear Strength
  Concrete Strength (f'c) Tension or Shear (lbs)
Anchor Diameter (inches) Bit Diameter (inches) Embedment (inches) 2500 psi 4000 psi 5500 psi Grade 40 Grade 60
#3 1/2 3-3/8 7080 9050 11020 2200 2640
#4 5/8 4-1/2 12300 14730 17160 4000 4800
#5 3/4 5-5/8 16000 18810 21620 6200 7440
#6 1 6-3/4 39035     8800 10560
#7 1-1/8 7-7/8 36740     12000 14400
#8 1-1/4 9 42670     15600 18720
Ultimate Tension Values for Threaded Rod in Concrete*

  Ultimate Bond Strength in Concrete (f`c) Allowable Steel Strength (lbs)
Anchor Dia. (inches) Bit Dia. (inches) Embedment (inches) 2500 psi 3000 psi 4000 psi 5500 psi A36/A307 A193 B7 300 Series Stainless
3/8 7/16 1-11/16   5450     2100 4550 3630
3/8 7/16 3-3/8 7300   8250 9200 2110 4550 3630
3/8 9/16 3-3/8 9560       2110 4550 3630
3/8 7/16 5-5/8 10980   11360 11740 2110 4550 3630
1/2 9/16 2-1/4   7495     3750 8100 6470
1/2 9/16 4-1/2 10540   11730 12920 3750 8100 6470
1/2 11/16 4-1/2 14640       3750 8100 6470
1/2 9/16 7-1/2 14660   17010 19360 3750 8100 6470
5/8 3/4 2-13/16   13665     5870 12655 10130
5/8 3/4 5-5/8 14800   18870 22940 5870 12655 10130
5/8 7/8 5-5/8 23340       5870 12655 10130
5/8 3/4 9-3/8 21560   26260 30960 5870 12655 10130
3/4 7/8 3-3/8   17825     8460 18220 12400
3/4 7/8 6-3/4 22380   25870 29360 8460 18220 12400
3/4 1 6-3/4 29850       8460 18220 12400
3/4 7/8 11-1/4 30320   34340 38360 8460 18220 12400
7/8 1 3-15/16   21390     11500 24800 16860
7/8 1 7-7/8 43280       11500 24800 16860
1 1-1/8 4-1/2   27419     15020 32400 22020
1 1-1/8 9 55650       15020 32400 22020
1-1/4 1-3/8 11-1/4 77860       23480 50610 34420
Shear and Tension Values for Smooth Dowels*
  Ultimate Bond Strength (lbs) Allowable Steel Strength
  Tension Shear Tension Shear
Dowel Diameter (inches) Bit Diameter (inches) Embedment (inches) 3000 psi 2500 psi 3000 psi 2500 psi
1/2 9/16 4-1/2 6040 8560 3750 1930
5/8 3/4 5-5/8 6760 13140 5880 3030
3/4 7/8 6-3/4 12000 18920 8460 4360
7/8 1 7-7/8 14220 25720 11500 5930
1 1-1/8 9 23280 33600 15020 7740
*1. The tabulated shear and tension values are for anchors installed in normal weight concrete having reached the designated ultimate compressive strength at the time of installation. Linear interpolation may be used for concrete strengths between those listed.
2. Spacing and edge distance shall be in accordance with appropriate table.
3. Allowable load must be the lesser of the allowable steel strength and that allowable bond strength. Typically, allowable bond strength is equal to the ultimate bond strength divided by the safety factor of 4.
4. Allowable loads may be increased by 33-1/3% for short term loading due to earthquakes or wind.
5. Pro-Poxy 300 Fast is recognized for installation in water-filled or moist holes, for use in locations subject to severe exterior weathering conditions and for resisting tension and shear loads due to earthquake and wind.
Estimating Guide for Number of Holes per 22 oz. Cartridge*

  Hole Depth (inches)
Rod Size
(inches)
Hole Size
(inches)
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Threaded Rod in Concrete: Number of Holes per Cartridge
3/8 7/16 192 128 96 77 64 55 48 43 39 35 32 30 28 26 24 23 22 21 20
1/2 9/16 136 91 68 55 46 39 34 29 28 25 23 21 19 18 17 16 15 15 14
5/8 3/4 70 47 35 28 24 20 18 16 14 13 12 11 10 10 9 9 8 8 7
3/4 7/8 56 37 28 23 19 16 14 13 11 10 10 9 8 8 7 7 7 6 6
7/8 1 47 31 24 19 16 12 12 11 10 9 8 8 7 7 6 6 6 5 5
1 1-1/8 38 26 19 16 13 11 10 9 8 7 7 6 6 5 5 5 5 4 4
1-1/8 1-1/4 34 23 17 14 12 10 9 8 7 7 6 6 5 5 5 4 4 4 4
1-1/4 1-3/8 29 20 15 12 10 9 8 7 6 6 5 5 5 4 4 4 4 3 3
1-1/2 1-5/8 23 16 12 10 8 7 6 5 5 5 4 4 4 3 3 3 3 3 3
 
  Hole Depth (inches)
Rebar Size
(inches)
Hole Size
(inches)
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Rebar in Concrete: Number of Holes per Cartridge
No. 3 1/2 163 109 82 66 55 47 41 37 33 30 28 26 24 22 21 20 19 18 17
No. 4 5/8 127 85 64 51 43 37 32 29 26 24 22 20 19 17 16 15 15 14 13
No. 5 3/4 103 69 52 41 35 30 26 23 21 19 17 16 15 14 13 12 12 11 11
No. 6 7/8 82 55 41 32 28 24 21 19 17 15 14 13 12 11 11 10 10 9 9
No. 7 1 72 48 36 29 24 21 18 16 15 13 12 11 11 10 9 9 8 8 8
No. 8 1-1/8 62 41 31 25 21 18 16 14 13 12 11 10 9 9 8 8 7 7 7
No. 9 1-3/8 31 21 16 13 11 9 8 7 7 6 6 5 5 4 4 4 4 4 3
No. 10 1-1/2 30 20 15 12 10 9 8 7 6 6 5 5 5 4 4 4 4 4 3
 
  Hole Depth (inches)
Dowel Size
(inches)
Hole Size
(inches)
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Smooth Dowel in Concrete: Number of Holes per Cartridge
3/4 7/8 83 56 42 34 28 24 21 19 17 15 14 13 12 11 11 10 10 9 9
7/8 1 72 48 36 29 24 21 18 16 15 13 12 11 11 10 9 9 8 8 8
1 1-1/8 61 41 31 25 21 18 16 14 12 11 10 10 9 8 8 8 7 7 6
1-1/4 1-3/8 50 33 25 20 17 14 13 11 10 9 9 8 7 7 7 6 6 6 5
1-1/2 1-5/8 42 28 21 17 14 12 11 10 9 8 7 7 6 6 6 5 5 4 4
 
PRO-POXY 300 FAST Estimating Guide for Number of Holes per 8.5 oz. Cartridge
The following chart lists the estimated number of anchors that can be installed per cartridge. The number of anchors may vary from job to job, depending upon waste and on site procedures. This guide is for estimates only and does not supersede engineer specifications.

  Embedment Depth (inches)
All Thread in Concrete: 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
All Thread Size
(inches)
Hole Size
(inches)
Number of Holes per 8.5 oz. Cartridge
3/8 7/16 74 49 37 30 25 21 19 17 15 14 12 12 11 10 9 9 9 8 8
1/2 9/16 53 35 26 21 18 15 13 11 11 10 9 8 7 7 7 6 6 6 5
5/8 3/4 27 18 14 11 9 8 7 6 5 5 5 4 4 4 3 3 3 3 3
3/4 7/8 22 14 11 9 7 6 5 5 4 4 4 3 3 3 3 3 3 2 2
7/8 1 18 12 9 7 6 5 5 4 4 3 3 3 3 3 2 2 2 2 2
1 1-1/8 15 10 7 6 5 4 4 3 3 3 3 2 2 2 2 2 2 2 2
1-1/8 1-1/4 13 9 7 5 5 4 3 3 3 3 2 2 2 2 2 2 2 2 2
1-1/4 1-3/8 11 8 6 5 4 3 3 3 2 2 2 2 2 2 2 2 2 1 1
1-1/2 1-5/8 9 6 5 4 3 3 2 2 2 2 2 2 2 1 1 1 1 1 1
Rebar in Concrete:  
Rebar Size Hole Size
(inches)
Number of Holes per 8.5 oz. Cartridge
No. 3 1/2 63 42 32 26 21 18 16 14 13 12 11 10 9 9 8 8 7 7 7
No. 4 5/8 49 33 25 20 17 14 12 11 10 9 9 8 7 7 6 6 6 5 5
No. 5 3/4 40 27 20 16 14 12 10 9 8 7 7 6 6 5 5 5 5 4 4
No. 6 7/8 32 21 16 12 11 9 8 7 7 6 5 5 5 4 4 4 4 3 3
No. 7 1 28 19 14 11 9 8 7 6 6 5 5 4 4 4 3 3 3 3 3
No. 8 1-1/8 24 16 12 10 8 7 6 5 5 5 4 4 3 3 3 3 3 3 3
No. 9 1-3/8 12 8 6 5 4 3 3 3 3 2 2 2 2 2 2 2 2 2 1
No. 10 1-1/2 12 8 6 5 4 3 3 3 2 2 2 2 2 2 2 2 2 2 1
Dowel in Concrete:  
Dowel Size Hole Size
(inches)
Number of Holes per 8.5 oz. Cartridge
3/4 7/8 32 22 16 13 11 9 8 7 7 6 5 5 5 4 4 4 4 3 3
7/8 1 28 19 14 11 9 8 7 6 6 5 5 4 4 4 3 3 3 3 3
1 1-1/8 24 16 12 10 8 7 6 5 5 4 4 4 3 3 3 3 3 3 2
1-1/4 1-3/8 19 13 10 8 7 5 5 4 4 3 3 3 3 3 3 2 2 2 2
1-1/2 1-5/8 16 11 8 7 5 5 4 4 3 3 3 3 2 2 2 2 2 2 2