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EPOXY ANCHOR ADHESIVE

 

 

Elastic Reactive Sphifical Body

The colloid is full of elastic reactive spherical body, which improves the strength, toughness, tearing resistance and impact resistance.
Good flexibility, not easy to be broken.

Elastic Reactive Sphifical Body

The colloid is full of elastic reactive spherical body, which improves the strength, toughness, tearing resistance and impact resistance.
Good flexibility, not easy to be broken.

Various Application Environment

Successful grafting of hydrophilic groups and hydrophobic groups on molecular structure to maintain superior performance in dry or moist environment.
Can be used for wet environment and still keep the products good performance.

Various Application Environment

Successful grafting of hydrophilic groups and hydrophobic groups on molecular structure to maintain superior performance in dry or moist environment.
Can be used for wet environment and still keep the products good performance.

Vacuum Packing

Advanced high-speed dual-planetary power mixing equipment, materials dispersed mixed evenly every parts, and has vacuum treatment to avoid bubbles.
The adhesive has more stable performance, longer storage time, with more dense colloid curing, more superior mechanical properties.

Vacuum Packing

Advanced high-speed dual-planetary power mixing equipment, materials dispersed mixed evenly every parts, and has vacuum treatment to avoid bubbles.
The adhesive has more stable performance, longer storage time, with more dense colloid curing, more superior mechanical properties.

Nano Technology

Advanced nano material technology multi-dimensional mesh structure, good thixotropy. NO sagging for both side surface or top surface construction

Nano Technology

Advanced nano material technology multi-dimensional mesh structure, good thixotropy. NO sagging for both side surface or top surface construction

High construction efficiency

Easy extrusion mixing, faster injection speed, higher construction effiency

High construction efficiency

Easy extrusion mixing, faster injection speed, higher construction effiency

Unique Formular

The modification of epoxy resin not only keeps the synthetic superiority of collied, 
but also shortens the curing time at low temperature.
High thixotropy, high strength, easy extrusion mixing, faster injection speed, higher construction efficiency.

Unique Formular

The modification of epoxy resin not only keeps the synthetic superiority of collied, 
but also shortens the curing time at low temperature.
High thixotropy, high strength, easy extrusion mixing, faster injection speed, higher construction efficiency.

Patent Anchoring Calculator

Quickly and accurately calculate the usage of HM-500 (chemical anchoring epoxy) to save your time.
http://www.horseen.com/calculator/calculator.html

Patent Anchoring Calculator

Quickly and accurately calculate the usage of HM-500 (chemical anchoring epoxy) to save your time.
http://www.horseen.com/calculator/calculator.html

Stable Perfermance

Pull-out testing 100% pass no matter in lab or job site.

Stable Perfermance

Pull-out testing 100% pass no matter in lab or job site.

 

 

 

HM-500 Injactable Anchoring Adhesive

HM-500 Epoxy Injectable Adhesive.pdf



HM-500 concrete injectable anchoring adhesive performance parameters
AppearanceA(main agent): white paste
B(curing agent): red or black paste
Viscosity of mixture18~22 Pa·s
Density of curing material1.50±0.10g/cm3
Mixture ratio (volume ratio)3:1
Storage period12 months
Packageing390ml
Operable time and curing time
Ambient temperature(℃)-501020≥30
Operable time(℃)6045302520
Curing time(h)724824126
HM-500 concrete injectable anchoring adhesive performance indexes

itemindexitem
index
Colloidal performanceSplitting tensile strength(MPa)
≥8.5Thixotropic index≥4.0
Bending strength(MPa)≥50Sagging mobility≤2.0mm
Compressive strength(MPa)≥60Distortion temperature≥65℃
Adhesion performance
Steel-steel (steel sleeve) tensile anti-shear strength(MPa)≥10
Under the constraint drawing condition, ribbed steel bars and C30, φ25, L=150mm(MPa)≥11
Adhesion strength of concrete C60, φ25, L=125mm(MPa)≥17
Steel-steel T impact stripping length
≤25mm
Non-volatile matter content(solid content)(%)
≥99

Long-term performance

Wet and heat ageing 

resistance ability

Compared with the short-term results at room temperature, 

the decrease rate of shear strength: ≤12%

Heat aging resistance

Compared with the short-term results at same temperature 10min, 

the decrease rate of shear strength: ≤5%

Freezing and thawing 

resistance ability

Compared with room temperature, short-term results, 

the shear strength decrease rate is not greater than 5%

Fatigue stress 

resistance ability

After2×106 times continuous sine wave fatigue loads, 

specimen does not destroy

Resistance to stress 

for a long time

Steel - steel tensile shear specimens does not destroy, 

and creep deformation value is less than 0.4 mm

Resistance to corrosion medium

Resistance to salt 

fog effect

Compared with the control group, the strength decrease rate: ≤5%, 

and shall not have cracks or come unglued

Alkaline medium 

resistance ability

Compared with the control group, the strength does not decrease, 

and as the concrete damage, and shall not have cracks or come unglued 

Acid medium 

resistance ability

Concrete damage, and shall not have cracks or degumming

The reference table of HM-500 anchor adhesive planting and anchoring binding force

*The anchoring adhesion when planting steel bars

The steel 

bar diameter

φ(mm)

The diameter of

drilled hole

D(mm)

The yield

characteristic

value of steel bars(kN)

The anchoring adhesion(characteristic value)RK(kN)

The steel bar

yield planting

depth lb(mm)

101326.326.126.326.326.3






105
121637.9
36.237.937.937.9





125
141851.6

45.249.851.651.651.6



150
162067.4



60.367.467.467.467.4

175
182285.2




74.682.985.285.285.2
200
2025105.2





94.2100.5105.2105.2105.2220
The steel bar buried depth(mm)8090100110120135150160180200220

The steel 

bar diameter

φ(mm)

The diameter of

drilled hole

D(mm)

The yield

characteristic

value of steel bars(kN)

The anchoring adhesion(characteristic value)RK(kN)

The steel bar

yield planting

depth lb(mm)

2228127.3112.5126.6127.3127.3127.3





240
2532164.4
144.8160.8164.4164.4164.4164.4



270
2835206.3

175.9193.4206.3206.3206.3206.3


305
3240269.4



241.3251.3269.4269.4269.4

350
4050421.0





339.3383.3421.0421.0421.0440
The steel bar buried depth(mm)160180200220240250270305350400440

Notes:1.Contcrete strength is C30,II grade steel yield strength is 335 N/mm2.

      2.The diameter of drilling holes in the table is the best recommended value,the nearest bit can be selected according to the situation.

      3.The yield buried depth value of the steel bars should consider safety factors,and select the design values.


*The anchoring adhesion when planting steel bars

The steel 

bar diameter

φ(mm)

The diameter of

drilled hole

D(mm)

The yield

characteristic

value of steel bars(kN)

The anchoring adhesion(characteristic value)Rd(kN)

The steel bar

yield planting

depth lb(mm)

101322.917.419.621.822.9






105
121633.0
24.126.829.533.0





125
141844.8

30.133.236.240.744.8



150
162058.5



40.245.150.153.558.5

175
182274.1




49.755.359.066.474.1
200
202591.5





62.867.075.383.791.5220
The steel bar buried depth(mm)8090100110120135150160180200220

The steel 

bar diameter

φ(mm)

The diameter of

drilled hole

D(mm)

The yield

characteristic

value of steel bars(kN)

The anchoring adhesion(characteristic value)Rd(kN)

The steel bar

yield planting

depth lb(mm)

2228110.775.084.493.8103.2110.7





240
2532143.0
96.5107.2118.0128.7134.0143.0



270
2835179.3

117.2128.9140.6146.5158.3179.3


305
3240234.2



160.8167.3181.0204.4234.2

350
4050365.9





226.2255.5293.1334.9365.9440
The steel bar buried depth(mm)160180200220240250270305350400440

Notes:Concrete strength is C30,the designed strength of grade II steel bar is 310 N/mm2.

      The designed safety coefficient of steel bar ys=1.15,the designed safety coefficient of concrete yc=1.5.


The anchoring adhesion when planting steel bars

The screw

diameter

The diameter

of drilled hole(mm)

The buried

depth(mm)

Characteristic valueDesigned value
Tensile resistance(kN)Shearing resistance(kN)Tensile resistance(kN)Shearing resistance(kN)
M8
108015.88.57.55
M10129022.913.712.58
M121411046.920.01911.8
M161812565.637.82922.2
M202517085.359.042.534.7
M242821017085.059.750
M3035280206.0135.98979.4

The table of using gule quantities of HM-500 epoxy anchor adhesive

the steel

bar diameter

pore

size

pore

depth

the injecting

glue volume

theoretic

number

note
mmmmmmml(2/3v)piece
8
12806.0364.6710d
8121209.0443.1415d
81216012.0632.3320d
101410010.2638.0110d
101415015.0825.8615d
101420020.5219.0120d
121612016.0924.2310d
121618024.1216.1615d
121624032.1812.1120d
141814023.7316.4310d
141821035.6110.9515d
141828047.46832120d
162216040.529.6210d
162224060.796.4115d
162232081.044.8120d
182518058.876.6210d
182527088.314.4115d
1825360117.743.3120d
202820082.064.7510d
2028300123.093.1615d
2028400164.122.3720d
2230220103.623.7610d
2230330155.432.515d
2230440207.241.8820d
2532250133.972.9110d
2532375200.961.9415d
2532500267.951.4520d


HM-500 Structure Anchor Adhesive

1.Drill hole to the diameter and depth required. The diameter must be in accordance with anchor size.


2.The drill hole must be cleaned with air blower, starting from the bottom of the hole.The drill hole mustbe thoroughly cleaned with steel brush. After brush, to use air blower to clean the drill hole again.


3.Inject resin anchor resin into the hole, starting from the bottom, while slowly drawing back the static mixer. In any case avoid entrapping air. For deep holes extension tubing can be used.


4.Insert the anchor with a rotary motion into the filled drill hole. Some adhesive must come out of the hole.


5.During the resin hardening time the anchor must not be moved or loaded.


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