|
DOWNLOADS:
Compliances
ASTM-C-881: Types I, II*, IV & V*, Classes A, B & C, Grade 3 (*With exception of gel time)
Meets USDA specifications for use in food processing areas
D.O.T. listed
Passed ICC-ES AC 58 (Sec. 5.3.3), ASTM-E-1512 (Sec. 7.1 & 7.5) Elevated Temperature Creep Test
|
A 100% solids, solvent-free structural epoxy acrylate chemical anchor. Using the latest technology, PRO-POXY(TM) 400 has been engineered to gun at -15°F, set up quickly in damp and water-filled holes and attain high early strength. (Hand guns are recommended only for temperatures above 20°F. Pneumatic guns provide efficiency any time and are essential for product temperatures below 20°F.)
PRO-POXY(TM) 400 is an excellent, safe, all weather, high performance anchoring gel.
Features
Guns and performs to -15°F/-26°C
Sets up in water-filled holes
Allowed at close edge distances and shallow embedments
Bonds to smooth diamond core drilled holes
STYRENE FREE!
Meets performance requirements of ASTM-C-881, Types I, II*, IV & V*, Classes A, B & C, Grade 3 (*with exception of gel time)
Link to product TEST DATA
Download ICC-ES report
Download Metric Supplement
|
 |
Usage
Heavy duty anchoring of rebar, threaded rods and epoxy-coated smooth dowels in all concrete, brick or stone masonry.
Best choice for structural bonding of heavy loads.
Grouting bolts, dowels, pins, vertical and overhead, where extremely rapid setting and fast turn-around times are needed.
Performs in damp or water-filled holes.
Coverage
275 ml cartridge yields 9 oz. or 16 cu. in.
750 ml x 75 ml cartridge yields 28 oz. or 50 cu. in.
Packaging
275 ml (9 oz.) cartridge
750 ml x 75 ml (28 oz.) cartridge
Cure Times*
|
MINIMUM SUBSTRATE TEMPERATURE
|
GEL TIME
|
CURE TIME
|
|
-15°F/-26°C
|
8 hrs.
|
36 hrs.
|
|
-5°F/-21°C
|
6 hrs.
|
28 hrs.
|
|
0°F/-18°C
|
4 hrs.
|
24 hrs.
|
|
5°F/-15°C
|
3 hrs.
|
22 hrs.
|
|
20°F/-7°C
|
45 min.
|
6 hrs.
|
|
40°F/4°C
|
20 min.
|
90 min.
|
|
50°F/10°C
|
15 min.
|
60 min.
|
|
60°F/16°C
|
8 min.
|
45 min.
|
|
70°F/21°C
|
7 min.
|
35 min.
|
|
80°F/27°C
|
6 min.
|
30 min.
|
|
100°F/38°C
|
5 min.
|
25 min.
|
|
120°F/49°C
|
4 min.
|
20 min.
|
* Contact Unitex Technical Service for cold weather applications.
|
Application
5 OZ. CARTRIDGE INSTRUCTIONS
1. Remove screw-top lid and end plug.
2. Screw static mixer onto cartridge.
3. Twist-lock dispenser onto cartridge with thumbscrew in fully opened position.
4. Extrude adhesive by twisting thumbscrew clockwise until uniform color is achieved. Dispense under constant uniform pressure. If dispensing is altered, re-establish uniform color before continuing.
28 OZ. CARTRIDGE INSTRUCTIONS
1. Remove D plugs from small end of cartridge.
2. Slide retaining nut over static mixer. Secure static mixer to cartridge by screwing retaining nut onto cartridge.
3. Place assembled cartridge into a Unitex pneumatic or hand gun.
4. Extrude material until uniform color is achieved. Dispense under constant uniform pressure. If dispensing is altered, re-establish uniform color prior to continuing. When using a hand gun, release pressure from gun by pressing thumb button at every pause in dispensing. Re-establish uniform color prior to continuing.
ANCHORING BOLTS, DOWELS AND PINS
|
Step 1.
|
|
Step 2.
|
|
Step 3.
|
|
Step 4.
|
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 bottom up.
Step 4. Static mixer should be placed in back of hole. Fill hole while pulling static mixer out, using constant, uniform pressure, filling hole approximately half full. Rotate the bolt as it is inserted to the back of the hole. Annular space should not exceed 1/8 in. (3.2 mm). Consult tables below for embedment depths and loads.
|
|
Limitations
Concrete or masonry surface must be frost-free.
Do not thin. Solvents will prevent proper cure.
Minimum age of concrete must be 3-7 days, depending on curing and drying conditions.
Shelf Life: 12 months in original unopened container at 72°F/22°C
Storage Conditions: Store at 40-80°F/5-27°C
|
Cleanup
Collect with absorbant material. Flush area with water. Dispose of in accordance with local disposal regulations. Uncured material can be removed with Unitex CITRUS CLEANER or other approved solvent. Cured material can only be removed mechanically.
|
|
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
Irritant to skin and eyes.
Use of safety goggles and chemical-resistant gloves are recommended.
Use of a NIOSH/MSHA organic vapor respirator is recommended if ventilation is inadequate.
|
|
PRO-POXY(TM) 400 Estimating Guide for Number of Holes per 28 oz. Cartridge
The following chart lists the estimated number of anchors which 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)
|
|
Threaded Rod in Concrete:
|
2
|
3
|
4
|
5
|
6
|
7
|
8
|
9
|
10
|
11
|
12
|
13
|
14
|
15
|
16
|
17
|
18
|
19
|
20
|
|
Rod Size
(inches)
|
Hole Size
(inches)
|
Number of Holes per 28 oz. Cartridge
|
|
3/8
|
7/16
|
244
|
163
|
122
|
98
|
81
|
70
|
61
|
55
|
50
|
45
|
41
|
38
|
36
|
33
|
31
|
29
|
28
|
27
|
25
|
|
1/2
|
9/16
|
173
|
116
|
87
|
70
|
59
|
50
|
43
|
37
|
36
|
32
|
29
|
27
|
24
|
23
|
22
|
20
|
19
|
19
|
18
|
|
5/8
|
3/4
|
89
|
60
|
45
|
36
|
31
|
25
|
23
|
20
|
18
|
17
|
15
|
14
|
13
|
13
|
11
|
11
|
10
|
10
|
9
|
|
3/4
|
7/8
|
71
|
47
|
36
|
29
|
24
|
20
|
18
|
17
|
14
|
13
|
13
|
11
|
10
|
10
|
9
|
9
|
9
|
8
|
8
|
|
7/8
|
1
|
60
|
39
|
31
|
24
|
20
|
15
|
15
|
14
|
13
|
11
|
10
|
10
|
9
|
9
|
8
|
8
|
8
|
6
|
6
|
|
1
|
1-1/8
|
48
|
33
|
24
|
20
|
17
|
14
|
13
|
11
|
10
|
9
|
9
|
8
|
8
|
6
|
6
|
6
|
6
|
5
|
5
|
|
1-1/8
|
1-1/4
|
43
|
29
|
22
|
18
|
15
|
13
|
11
|
10
|
9
|
9
|
8
|
8
|
6
|
6
|
6
|
5
|
5
|
5
|
5
|
|
1-1/4
|
1-3/8
|
37
|
25
|
19
|
15
|
13
|
11
|
10
|
9
|
8
|
8
|
6
|
6
|
6
|
5
|
5
|
5
|
5
|
4
|
4
|
|
1-1/2
|
1-5/8
|
29
|
20
|
15
|
13
|
10
|
9
|
8
|
6
|
6
|
6
|
5
|
5
|
5
|
4
|
4
|
4
|
4
|
4
|
4
|
|
Rebar in Concrete:
|
|
|
Rebar Size
|
Hole Size
(inches)
|
Number of Holes per 28 oz. Cartridge
|
|
No. 3
|
1/2
|
207
|
139
|
104
|
84
|
70
|
60
|
52
|
47
|
42
|
38
|
36
|
33
|
31
|
28
|
27
|
25
|
24
|
23
|
22
|
|
No. 4
|
5/8
|
162
|
108
|
81
|
65
|
55
|
47
|
41
|
37
|
33
|
31
|
28
|
25
|
24
|
22
|
20
|
19
|
19
|
18
|
17
|
|
No. 5
|
3/4
|
131
|
88
|
66
|
52
|
45
|
38
|
33
|
29
|
27
|
24
|
22
|
20
|
19
|
18
|
17
|
15
|
15
|
14
|
14
|
|
No. 6
|
7/8
|
104
|
70
|
52
|
41
|
36
|
31
|
27
|
24
|
22
|
19
|
18
|
17
|
15
|
14
|
14
|
13
|
13
|
11
|
11
|
|
No. 7
|
1
|
92
|
61
|
46
|
37
|
31
|
27
|
23
|
20
|
19
|
17
|
15
|
14
|
14
|
13
|
11
|
11
|
10
|
10
|
10
|
|
No. 8
|
1 1/8
|
79
|
52
|
39
|
32
|
27
|
23
|
20
|
18
|
17
|
15
|
14
|
13
|
11
|
11
|
10
|
10
|
9
|
9
|
9
|
|
No. 9
|
1 3/8
|
39
|
27
|
20
|
17
|
14
|
11
|
10
|
9
|
9
|
8
|
8
|
6
|
6
|
5
|
5
|
5
|
5
|
5
|
4
|
|
No. 10
|
1 1/2
|
38
|
25
|
19
|
15
|
13
|
11
|
10
|
9
|
8
|
8
|
6
|
6
|
6
|
5
|
5
|
5
|
5
|
5
|
4
|
|
|
|
PRO-POXY(TM) 400 Estimating Guide for Number of Holes per 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 5 oz. Cartridge
|
|
3/8
|
7/16
|
44
|
29
|
22
|
18
|
14
|
13
|
11
|
10
|
9
|
8
|
7
|
7
|
6
|
6
|
6
|
5
|
5
|
5
|
4
|
|
1/2
|
9/16
|
31
|
21
|
16
|
13
|
11
|
9
|
8
|
7
|
6
|
6
|
5
|
5
|
4
|
4
|
4
|
4
|
3
|
3
|
3
|
|
5/8
|
3/4
|
16
|
11
|
8
|
6
|
6
|
4
|
4
|
4
|
3
|
3
|
3
|
2
|
2
|
2
|
2
|
2
|
2
|
2
|
2
|
|
3/4
|
7/8
|
13
|
8
|
6
|
5
|
4
|
4
|
3
|
3
|
3
|
2
|
2
|
2
|
2
|
2
|
2
|
2
|
2
|
1
|
1
|
|
7/8
|
1
|
11
|
7
|
6
|
4
|
4
|
3
|
3
|
3
|
2
|
2
|
2
|
2
|
2
|
2
|
1
|
1
|
1
|
1
|
1
|
|
1
|
1-1/8
|
9
|
6
|
4
|
4
|
3
|
3
|
2
|
2
|
2
|
2
|
2
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
|
1-1/8
|
1-1/4
|
8
|
5
|
4
|
3
|
3
|
2
|
2
|
2
|
2
|
2
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
|
1-1/4
|
1-3/8
|
7
|
4
|
3
|
3
|
2
|
2
|
2
|
2
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
|
1-1/2
|
1-5/8
|
5
|
4
|
3
|
2
|
2
|
2
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
|
Rebar in Concrete:
|
|
|
Rebar Size
|
Hole Size
(inches)
|
Number of Holes per 5 oz. Cartridge
|
|
No. 3
|
1/2
|
37
|
25
|
19
|
15
|
13
|
11
|
9
|
8
|
8
|
7
|
6
|
6
|
6
|
5
|
5
|
4
|
4
|
4
|
4
|
|
No. 4
|
5/8
|
29
|
19
|
14
|
12
|
10
|
8
|
7
|
7
|
6
|
6
|
5
|
4
|
4
|
4
|
4
|
3
|
3
|
3
|
3
|
|
No. 5
|
3/4
|
23
|
16
|
12
|
9
|
8
|
7
|
6
|
5
|
5
|
4
|
4
|
4
|
3
|
3
|
3
|
3
|
3
|
3
|
3
|
|
No. 6
|
7/8
|
19
|
13
|
9
|
7
|
6
|
6
|
5
|
4
|
4
|
3
|
3
|
3
|
3
|
3
|
3
|
2
|
2
|
2
|
2
|
|
No. 7
|
1
|
16
|
11
|
8
|
7
|
6
|
5
|
4
|
4
|
3
|
3
|
3
|
3
|
3
|
2
|
2
|
2
|
2
|
2
|
2
|
|
No. 8
|
1-1/8
|
14
|
9
|
7
|
6
|
5
|
4
|
4
|
3
|
3
|
3
|
3
|
2
|
2
|
2
|
2
|
2
|
2
|
2
|
2
|
|
No. 9
|
1-3/8
|
7
|
5
|
4
|
3
|
3
|
2
|
2
|
2
|
2
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
|
No. 10
|
1-1/2
|
7
|
4
|
3
|
3
|
2
|
2
|
2
|
2
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
1
|
|
|
|
Pro-Poxy(TM) 400 Ultimate Tension Values for Threaded Rod in Concrete1, 2, 3
|
|
Ultimate Bond Strength (lbs)
|
Allowable Steel Strength (lbs)
|
|
Anchor Diameter (inches)
|
Bit Diameter (inches)
|
Embedment (inches)
|
Critical Edge Distance, Ccr (inches)
|
Min. Edge Distance, Cmin (inches)
|
Concrete Strength, f'c
|
A36/A307
|
A193 B7
|
300 Series Stainless
|
|
2,300 psi
|
4,300 psi
|
|
3/8
|
7/16
|
1-11/16
|
4-1/2
|
1-1/2
|
3,520
|
5,330
|
2,110
|
4,550
|
3,630
|
|
3/8
|
7/16
|
3-3/8
|
4-1/2
|
1-1/2
|
10,685
|
10,785
|
2,110
|
4,550
|
3,630
|
|
1/2
|
9/16
|
2-1/4
|
6
|
2
|
6,435
|
9,780
|
3,750
|
8,100
|
6,470
|
|
1/2
|
9/16
|
4-1/2
|
6
|
2
|
15,405
|
19,985
|
3,750
|
8,100
|
6,470
|
|
|
|
5/8
|
3/4
|
2-13/16
|
7-1/2
|
2-1/2
|
10,600
|
17,315
|
5,870
|
12,655
|
10,130
|
|
5/8
|
3/4
|
5-5/8
|
7-1/2
|
2-1/2
|
29,465
|
32,730
|
5,870
|
12,655
|
10,130
|
|
3/4
|
7/8
|
3-3/8
|
9
|
3
|
15,780
|
24,285
|
8,460
|
18,220
|
12,400
|
|
3/4
|
7/8
|
6-3/4
|
9
|
3
|
28,995
|
43,460
|
8,460
|
18,220
|
12,400
|
|
|
|
7/8
|
1
|
3-15/16
|
10-1/2
|
3-1/2
|
17,425
|
31,795
|
11,500
|
24,800
|
16,860
|
|
7/8
|
1
|
7-7/8
|
10-1/2
|
3-1/2
|
40,235
|
56,865
|
11,500
|
24,800
|
16,860
|
|
1
|
1-1/8
|
4-1/2
|
12
|
4
|
22,980
|
35,400
|
15,020
|
32,400
|
22,020
|
|
1
|
1-1/8
|
9
|
12
|
4
|
54,715
|
54,945
|
15,020
|
32,400
|
22,020
|
|
|
|
1-1/4
|
1-3/8
|
5-5/8
|
13-1/2
|
5
|
33,220
|
54,230
|
23,480
|
50,610
|
34,420
|
|
1-1/4
|
1-3/8
|
11-1/4
|
13-1/2
|
5
|
74,125
|
80,180
|
23,480
|
50,610
|
34,420
|
|
PRO-POXY(TM) 400 ASTM-C-881 Results
|
Laboratory Tests
|
Results
|
ASTM-C-881 Specifications
|
|
-15°F/-26°C
|
8 hrs.
|
36 hrs.
|
|
Mix Ratio (A to B by volume)
|
10 to 1
|
N/A
|
|
C-881 Consistency
|
0 (no flow)
|
1/4" Flow maximum
|
|
C881 Gel Time
|
7.5 minutes
|
5 minutes minimum
|
|
D-695 Compressive Strength
|
10,540 psi
|
10,000 psi minimum
|
|
D-695 Compressive Modulus
|
265,000 psi
|
200,000 psi minimum
|
|
D-570 Absorption
|
0.08%
|
1% maximum
|
|
D-648 Heat Deflection Temperature
|
144°F
|
120°F minimum
|
|
C-882 Bond Strength (2 days)
|
2,890 psi
|
1,000 psi minimum
|
|
C-882 Bond Strength (14 days)
|
3,250 psi
|
1500 psi minimum
|
|
D-638 Elongation at Break
|
1.321%
|
1% minimum
|
|
D-1875 Density (lb/gal) Component A
|
12.92
|
n/a
|
|
D-1875 Density (lb/gal) Component B
|
13.69
|
n/a
|
|
|
PR
O-POXY(TM) 400 Allowable Shear Values for Threaded Rod in 2000psi (min) Concrete1, 2, 3
|
|
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
|
1,080
|
2,345
|
1,870
|
|
1/2
|
9/16
|
4 1/2
|
1,930
|
4,170
|
3,330
|
|
5/8
|
3/4
|
5 5/8
|
3,030
|
6,520
|
5,220
|
|
3/4
|
7/8
|
6 3/4
|
4,360
|
9,390
|
6,390
|
|
7/8
|
1
|
7 7/8
|
5,930
|
12,780
|
8,680
|
|
1
|
1 1/8
|
9
|
7,740
|
16,690
|
11,340
|
|
1 1/4
|
1 3/8
|
11 1/4
|
12,100
|
26,070
|
17,730
|
|
PRO-POXY(TM) 400 Shear and Tension Values for Reinforcing Steel1, 2, 3
|
|
Tension Ultimate Bond Strength (lbs)
|
Allowable Shear Strength
|
|
|
Concrete Strength (f'c)
|
Tension or Shear (lbs)
|
|
Anchor Diameter (inches)
|
Bit Diameter (inches)
|
Embedment (inches)
|
Critical Edge Distance, Ccr (inches)
|
Min. Edge Distance, Cmin (inches)
|
2300 psi
|
Grade 40
|
Grade 60
|
|
#3
|
7/16
|
3 3/8
|
4 1/2
|
1 1/2
|
6,220
|
2,200
|
2,640
|
|
#4
|
5/8
|
4 1/2
|
6
|
2
|
16,430
|
4,000
|
4,800
|
|
#5
|
3/4
|
5 5/8
|
7 1/2
|
2 1/2
|
23,310
|
6,200
|
7,440
|
|
#6
|
7/8
|
6 3/4
|
9
|
3
|
31,145
|
8,800
|
10,560
|
|
#7
|
1
|
7 7/8
|
10 1/2
|
3 1/2
|
36,975
|
12,000
|
14,400
|
|
# 8
|
1 1/8
|
9
|
12
|
4
|
43,320
|
15,600
|
18,720
|
|
#9
|
1 3/8
|
11 1/4
|
13 1/2
|
5
|
61,340
|
|
|
1 ASTM-C-881, Type IV: Load-bearing specifications. Consult UNITEX for instructions, details, or independent test reports.
2. 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.
3. Allowable loads must be the lesser of the allowable steel strength and the allowable bond strength. Typically, allowable bond strength is equal to the ultimate bond strength divided by the safety factor of 4.
4. Anchors installed at the minimum edge distance must have the tabulated allowable tension load multiplied by a 0.65 reduction factor. Linear interpolation of allowable loads may be used for anchors installed at a distance between critical and minimum edge distances.
|
|