HM-500 Epoxy Anchoring

Description

HM-500 epoxy resin anchoring is two-components modified epoxy resin adhesive, with high quality plastic tube, double cartridge package. It’s injected into holes with dispenser gun, by mixing part A and part B evenly, to plant rebars.

Elastic Reactive Spherical 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.

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

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.

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

Horse HM-500 Injactable Anchoring Adhesive
HM-500 Epoxy Injectable Adhesive.pdf

HM-500 concrete injectable anchoring adhesive performance parameters
Appearance	A(main agent): white paste
	B(curing agent): red or black paste
Viscosity of mixture	18～22 Pa·s
Density of curing material	1.50±0.10g/cm3
Mixture ratio (volume ratio)	3:1
Storage period	12 months
Packageing	500ml

Operable time and curing time
Ambient temperature(℃)	-5	0	10	20	≥30
Operable time(℃)	60	45	30	25	20
Curing time(h)	72	48	24	12	6

HM-500 concrete injectable anchoring adhesive performance indexes
	item	index	item	index
Colloidal performance	Splitting tensile strength(MPa)	≥8.5	Thixotropic index	≥4.0
	Bending strength(MPa)	≥50	Sagging mobility	≤2.0mm
	Compressive strength(MPa)	≥60	Distortion 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)
10	13	26.3	26.1	26.3	26.3	26.3								105
12	16	37.9		36.2	37.9	37.9	37.9							125
14	18	51.6			45.2	49.8	51.6	51.6	51.6					150
16	20	67.4					60.3	67.4	67.4	67.4	67.4			175
18	22	85.2						74.6	82.9	85.2	85.2	85.2		200
20	25	105.2							94.2	100.5	105.2	105.2	105.2	220
The steel bar buried depth(mm)			80	90	100	110	120	135	150	160	180	200	220

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)
22	28	127.3	112.5	126.6	127.3	127.3	127.3							240
25	32	164.4		144.8	160.8	164.4	164.4	164.4	164.4					270
28	35	206.3			175.9	193.4	206.3	206.3	206.3	206.3				305
32	40	269.4					241.3	251.3	269.4	269.4	269.4			350
40	50	421.0							339.3	383.3	421.0	421.0	421.0	440
The steel bar buried depth(mm)			160	180	200	220	240	250	270	305	350	400	440

Notes:

1. Concrete 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.

HM500, Injectable Anchor Adhesive, Rebar Anchoring, Epoxy Anchoring Manufacturer-HORSE Construction

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)
10	13	22.9	17.4	19.6	21.8	22.9								105
12	16	33.0		24.1	26.8	29.5	33.0							125
14	18	44.8			30.1	33.2	36.2	40.7	44.8					150
16	20	58.5					40.2	45.1	50.1	53.5	58.5			175
18	22	74.1						49.7	55.3	59.0	66.4	74.1		200
20	25	91.5							62.8	67.0	75.3	83.7	91.5	220
The steel bar buried depth(mm)			80	90	100	110	120	135	150	160	180	200	220

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)
22	28	110.7	75.0	84.4	93.8	103.2	110.7							240
25	32	143.0		96.5	107.2	118.0	128.7	134.0	143.0					270
28	35	179.3			117.2	128.9	140.6	146.5	158.3	179.3				305
32	40	234.2					160.8	167.3	181.0	204.4	234.2			350
40	50	365.9							226.2	255.5	293.1	334.9	365.9	440
The steel bar buried depth(mm)			160	180	200	220	240	250	270	305	350	400	440

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 value		Designed value
			Tensile resistance(kN)	Shearing resistance(kN)	Tensile resistance(kN)	Shearing resistance(kN)
M8	10	80	15.8	8.5	7.5	5
M10	12	90	22.9	13.7	12.5	8
M12	14	110	46.9	20.0	19	11.8
M16	18	125	65.6	37.8	29	22.2
M20	25	170	85.3	59.0	42.5	34.7
M24	28	210	170	85.0	59.7	50
M30	35	280	206.0	135.9	89	79.4

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
mm	mm	mm	ml(2/3v)	piece
8	12	80	6.03	64.67	10d
8	12	120	9.04	43.14	15d
8	12	160	12.06	32.33	20d
10	14	100	10.26	38.01	10d
10	14	150	15.08	25.86	15d
10	14	200	20.52	19.01	20d
12	16	120	16.09	24.23	10d
12	16	180	24.12	16.16	15d
12	16	240	32.18	12.11	20d
14	18	140	23.73	16.43	10d
14	18	210	35.61	10.95	15d
14	18	280	47.46	8321	20d
16	22	160	40.52	9.62	10d
16	22	240	60.79	6.41	15d
16	22	320	81.04	4.81	20d
18	25	180	58.87	6.62	10d
18	25	270	88.31	4.41	15d
18	25	360	117.74	3.31	20d
20	28	200	82.06	4.75	10d
20	28	300	123.09	3.16	15d
20	28	400	164.12	2.37	20d
22	30	220	103.62	3.76	10d
22	30	330	155.43	2.5	15d
22	30	440	207.24	1.88	20d
25	32	250	133.97	2.91	10d
25	32	375	200.96	1.94	15d
25	32	500	267.95	1.45	20d