C30 Concrete Adhesive Anchoring System 420ml 2:1 For Thread Rod

Long Term Load Stability Adhesive Anchoring System 420ml 2:1 For Thread Rod

Chemical anchor adhesive, epoxy injection mortar, Chemical fixing glue,

Chemical anchoring system used for anchoring and rebar connections in concrete.

Item #: FixingChor142

Capacity: 420ml

Materials: Epoxy

Mixing Ratio: 2:1

Product Description:

Adopted with modified epoxy resin and composite materials, XQ-IME Injection Anchoring Adhesive is a two-component, Styrene Free system for use as a high strength, non-shrink anchor grouting material. Its advantage on steel bar planting has been proved by many testimonies. Compares with other adhesive, it is a new high performance, Eco-friendly anchoring adhesive which has strong bonding strength and high efficiency as well as irritation free and low odor.

Key Features

Design flexibility permitted for sustained load performance at elevated temperature Job site versatility can be specified for dry and damp conditions when in-service temperatures range from -40°F (-40°C) to 150°F (65°C)

Recognized per AC308 to be used for rebar development and splice length design provisions of ACI 318

Easy hole-cleaning, no power-brushing required

1:1 two-component, high-solids, epoxy-based anchoring adhesive formula

When properly mixed, will be a uniform teal color

Suitable for use under static and seismic loading conditions in cracked and uncracked concrete and masonry

Suitable for use in dry or water-saturated concrete

Use with threaded rod or rebar

Substrate installation temperature from 50°F (4°C) to 110°F (38°C)

In-service temperature range of –40°F (–40°C) to 150°F (65°C)

For best results, store between 45°F (7°C) and 90°F (32°C)

Shelf life of 24 months

Volatile Organic Compound (VOC) –3 g/L

Technical Parameter:

1. Basic parameters

1) Appearence

Part A (main): white cream

Part B (hardener): red cream / grey cream

2) Mixed Viscosity: 18-22Pa.s

3) Hardened density: 1.50±0.10g/cm³

4) Mixing ratio (Volume ratio): 650ml(1:1)

5) Shelf time: 24 months

2 Main Performance

Testing project		Condition		Index
Gel Performance (According to China National Standard GB50728-2011)
Splitting Tensile Strength (MPa)		Under (23±2)℃, (50±5)%RH, tested by loading speed of 2mm/min		≥8.5
Flexural Strength (MPa)				≥50 (no fragment damage)
Compressive Strength (MPa)				≥60
Bonding Capacity (According to China National Standard GB50728-2011)
Steel-Steel Tensile Shear Strength (MPa)		(23±2)℃ (50±5)%RH		≥10
Bonding strength of Ribbed steel bar (or screw) with concrete under constrain drawing condition		(23±2)℃ (50±5)%RH	C30,Ф25,L=150mm	≥11
			C60,Ф25,L=150mm	≥17
Steel-Steel T-peeling strength (mm)		(23±2)℃,(50±5)%RH		≤25
Non-volatile content		(105±2)℃,(180±5)min		≥99%
Ageing resistance to heat and humidity 90d
Reduction rate of tensile strength	Under normal room temperature			≤12%
(According to China National Standard JGJ145-2013)
Tensile Strength (after high temperature welding)		Dia12 Grade II steel, C30 concrete Hole dia.16mm, Depth: 150mm		55.1N, 57.0N, 54.8N

3 Technical Data

Anchoring Adhesive used with thread rod

Thread Rod Dia	C30 Concrete	M10	M12	M16	M20	M24
Drilling Dia.(mm)		12	14	18	24	28
Depth (mm)		90	110	145	180	220
Damage Pulling force KN	Grade 5.8 Steel	29	42.2	78.5	122.5	254.5
	Grade 8.8 Steel / A4 SS	36.8	52.9	94.1	147.0	211.7
Damage Cutting force KN	Grade 5.8 Steel	17.4	25.3	47.1	73.5	105.9
	Grade 8.8 Steel	`27.8	40.5	75.3	117.6	169.4
	A4 SS	24.4	35.4	65.9	102.9	105.9
Designed Pulling force KN		12.0	17.02	30.6	52.4	75.2
Designed Cutting Force KN	Grade 5.8 Steel	12.2	17.6	32.9	51.5	74.1
	Grade 8.8 Steel	18.6	27.0	50.2	78.4	113.0
	A4 SS	13.0	19.0	35.3	55.2	56.9
Holes for each		54	25	8	5	3

Anchoring Loading Capacity of rebar to C30 concrete (designed value KN)

Rebar d(mm)		10	12	14	16	18	20	22	25	28	30	32
Hole D(mm)		14	16	18	22	25	28	30	32	36	38	40
Bar planting depth (mm)	100	19.8
	120	23.8	27.6
	140	27.7	32.2	36.3
	160	31.7	36.8	41.5	45.8
	180		41.4	46.6	51.6	55
	200		46.0	51.8	57.3	61.1	62.8
	220			57.0	63.1	67.2	69.1	71.5
	240			62.2	68.9	73.3	75.4	78	79.2
	260				74.6	79.3	81.7	84.5	85.8	96.1
	280				80.4	85.4	88.0	91.0	92.4	102.9	107.4
	300					91.5	94.2	97.5	99	109.8	114.6	115.8
	320					97.6	100.5	103.9	105.6	116.6	121.8	123
	340					103.7	106.8	110.4	112.2	123.5	128.9	130
	360						113.0	117.0	118.8	130.4	136.1	137.5
	380						119.3	123.5	125.3	137.2	143.3	144.8
	400						125.6	130	131.9	144.1	150.4	152
	420							136.5	138.5	150.9	157.6	159.2
	440							143	145.1	157.8	164.7	166.5
	480							149.5	151.7	164.7	171.9	173.7
	500							156	1583	171.5	179.1	181
	550								164.9	188.7	197	199.1
	600								181.4	205.8	214.8	217.1
	650								197.9	223	232.7	235.2
	700									240.1	250.6	253.2
	750									257.3	268.5	271.5
	800										286.4	289.6
	850											307.7
anchoring length (mm)		147	149	178	210	250	300	351	446	538	592	666
steel yield (mm)		23.6	33.9	46.2	60.3	76.3	94.2	114	147.2	184.6	212.1	241.2

Actual Tensile Strength (KN)

Grade II rebar f_y=310 N/mm (designed), f_y=310 N/mm (standard)

Concrete: C30

Rebar d(mm)		10	12	14	16	18	20	22	25	28	32
Hole D(mm)		14	16	18	22	25	28	30	32	36	40
Bar planting depth (mm)	100	30.3
	120	36.7	38.5
	140	42.2	47.5	53.1
	160		58.8	62.7	68.9
	180		63.5	73.3	80.5	90.1
	200		68.5	80.7	95.2	106.7	120.7
	240			89.5	102.4	122.6	137.6	140.7
	260				118.7	137.6	152.4	166.8	168.5
	280					149.7	168.7	180.2	192.7	200.2
	300						183.5	200.7	218.5	231.7
	280							210.6	241.7	260.5	250.5
	300							220.9	265.5	298.8	280.7
	340								277.7	327.7	330.2
	380								285.6	356.7	370.7
	420										342.2
	460										400.1
	500										427.7
	540										447.2
	580										466.5
steel yield depth (mm)		90	121	142	185	211	250	280	357	405	501

Processing Method

1 Tools

• Electric hammer
• Hole cleaning brush
• Air compressor
• Glue gun

2 Attention

• Drill as per requested hole dia. and depth
• Clean the hole completely
• Inject from the bottom of the hole and pull out the gun slowly.
• After planting the bar, let the gel harden in still.

• Processing Flow

Drilling: As per technical data

Cleaning: using pump or compressed air and brush to clean the hole completely.

Assembling and Injection: Mount the static mixer onto the bottle, push out some incomplete mixed gel at the front part,then inject from the bottom of the hole, to fill 1/2 to 2/3 depth of the hole.

Bar planting: spin slowly the bar or screw into the hole, adjust up and down for several times to make the gel average, but don’t touch it during hardening time.

Curing and Maintenance: According to the temperature of the base materials, give enough time to harden and start to load mounting until it hardened completely.

Curing time:

Operation and Harden time
Temperarure ℃	-5	0	10	20	≥30
Operation time (min)	60	45	30	25	20
Harden time (h)	72	48	24	12	6

Consumption Chart (holes per cartridge)

Anchor Rod dia.	M10	M12	M16	M20	M24
Drilling Dia.(mm)	12	14	18	24	28
Depth (mm)	90	110	145	180	220
Each usage	8ml	13ml	28ml	62ml	103ml
360ml	45	27
390ml	48	30	14	6	3
585ml	73	45	20	9	5
650ml	81	50	23	10	6

Packaging:

• One cartridge with one mixer in carton
• 12pcs/20pcs/30pcs per carton.
• Xinchor label or your own label.
• EXP Date on the top of cartridge.
• Customized Packing.

Item No.	Mixing	Standard Pack/Set	Pcs/Ctn	Ctn Size (cm)	Ctn/Pallet	Pallets/ 20'FCL	Pallets/ 40'FCL
FixingChor 136	5:1	360ml+ 1mixer	20	27x27x27	60	10	20
FixingChor 139	3:1	390ml+ 1mixer	20	40x26x27	50	10	20
FixingChor 158	3:1	585ml + 1mixer	12	29x21.5x30	64	10	20
FixingChor 140	1:1	400ml+ 1mixer	30	49×30×26	40	10	20
FixingChor 165	1:1	650ml+ 1mixer	10	31.5×21×26	70	10	20
FixingChor 142	2:1	420ml + 1mixer	20	46x22x23	40	10	20

Shipping:

• Shipments can be arranged by sea, air, courier express.
• Courier express includes DHL, FedEx, TNT, UPS, EMS, SF, etc.

Product Tags:

420ml Adhesive Anchoring System

      

C30 Concrete Adhesive Anchoring System

      

Thread Rod Epoxy Chemical Anchor

      

C30 Concrete Adhesive Anchoring System 420ml 2:1 For Thread Rod Images