Grouts & Anchors Systems

KingGrout PE10^®

High strength polyester grout for anchoring and fixing.

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Compressive strength

≥ 70 MPa @ 1 hr ≥ 100

ΦB mm

mm mm2 Force (F) KN

ΦB

Bar Diameter (mm)

ΦH

Hole Diameter (mm)

Packaging

Pack

Standards

2 cited

BS6319 · BS8110

Overview

KingGrout PE10 is a two components, high strength, fast cure, polyester resin anchoring grout.

Applications

KingGrout PE10 is ideally designed for use in the following Permanent installation of reinforcement starter bars and dowel bars
Permanent installation of hand rails, safety fence, wall ties, railway tracks and ground anchors

Advantages

Exceptional rapid strength development
Resistant to dynamic loading
Damp tolerant. The product will cure under damp conditions and is resistant to immersion underwater
Exceptional high compressive, flexural and tensile strengths
Extremely dense
Exceptional bond to concrete and steel surfaces
Good chemical resistance
High ultimate and early strengths. Available into two grade, KingGrout PE10 H (Horizontal) and KingGrout PE10 V (Vertical)

Technical Properties

Property	Value	Standard
Compressive strength	≥ 70 MPa @ 1 hr ≥ 100	—
BS6319, Part 2	1983: MPa @ 24 hr ≥ 115 MPa @ 7 days	—
Flexural strength	, ≥ 25 MPa @ 7 days	BS6319
Part 3	1990	—
Tensile strength	,: ≥ 14 MPa @ 7 days	BS6319
Part 7	1985	—
Working life	90 min @ 10°C 35 min @ 20°C 14 min @ 30°C	—
Bond strength	When applied properly, failure in pull will be in the concrete or steel, and not at the bond interface. Mixing shall continue for 3 minutes or until a uniform consistency is obtained. PLACING AND FINISHING Vertical Application KingGrout PE10 V should be used for vertical applications. The mixed material should be poured into the prepared holes. The bar/bolt should then be pressed and twisted into the grout. Horizontal Application KingGrout PE10 H should be used for horizontal applications. Grouting can be carried out by filling the materials into plastic Cartridges and then injected using a skeleton gun. Once the grout is injected, the bar/bolt should be pressed and twisted into the grout. Care should be taken to ensure that the bottom and the side are thoroughly scraped and transferred. The filler shall be gradually added to the plastic container containing the resin while mixing. KingGrout® PE10 High strength polyester grout for anchoring and fixing. TABLE I	—
FY (N/ FC (N/ ΦB	ΦH Calculated Ultimate	—
mm2) mm2)	(mm) (mm) Pullout Pullout	—
Force	Force in F(KN) in tension tension with 40% safety margin at a certain hole depth (HD)	—
For	For Bar Hole 100 120 Steel Concrete Diameter Diameter Bar	—
420 2.5	8 12 16 19	—
420 2.5	10 14 18 22	—
420 2.5	12 16 21 25	—
420 2.5	14 18 24 28	—
420 2.5	16 20 26 31	—
420 2.5	18 22 29 35	—
420 2.5	20 24 31 38	—
420 2.5	22 26 34 41	—
420 2.5	25 30 39 47	—
420 2.5	32 36 47 56 C)Table II shown below shows the Ultimate Pullout Force	—
that each steel reinforcement bar grade 60 can take	TABLE II Dar Diameter Bar Area FY N/ Ultimate Pullout	—
ΦB mm	mm mm2 Force (F) KN	—
8	50.24 420 21	—
10	78.5 420 33	—
12	113.04 420 47	—
14	153.86 420 65	—
16	200.96 420 84	—
18	254.34 420 107	—
20	314 420 132	—
22	379.94 420 160	—
25	490.625 420 206	—
32	803.84 420 338	—
D)To calculate volume of Keyfix P required in ML	Volume (ML) = π . (ΦH² – ΦB² ) . HD 4000 TABLE III Volume of KEYFIX REQUIRED (ML) Hole Depth (mm) Bar Dia mm Hole 100 140 160 200 250 300 350 400 Dia mm 1860 200 2501230063509Hole10 F13 16 19 22 25 Depth (KN)	—
10	14 8 11 12 15 19 23 26 30 (mm)	—
12	16 9 12 14 18 22 26 31 35	—
25	134 21	—
16	20 11 16 18 23 28 34 40 45	—
29 37	180 33	—
20	25 18 25 28 35 44 53 62 71	—
33 42 52	227 47	—
25	32 31 44 50 63 78 94 110 125	—
38 47 59	275 65	—
32	40 45 63 72 90 113 136 158 181	—
42 52 65 78	323 84	—
40	50 71 99 113 141 177 212 247 283 46 58 72 86 101 371 107 5T0able6 3III sh7o8ws a9n4 estim11a0te o4f2 m0ateri1a3ls2 required for each bar for a given hole depth and diameter. 54 68 85 102 119 469 160 6D3ESIG78N CO98NSID11E8RA1T3IO7N525 206 7A5)Min9i4mum1 1H8ole1 4D1ep1th65 HD717 338 As per , minimum Hole Depth HD (or length of embedment) is shown below, allowing for 40% factor of safety HD= 0.6 FY . π ΦB² FC π ΦH 4 HD= 0.6 . FY . ΦB² 4 FC ΦH	BS8110
Noting that		—
FY	Yield strength of the steel (N/mm²)	—
FC	Concrete bond stress (N/ mm²)	—
ΦB	Bar Diameter (mm)	—
ΦH	Hole Diameter (mm)	—
HD	Minimum Hole Depth (length of Embedment) (mm)	—
π	3.14 B)Calculation of the Pullout Force (F) in tension using the	—
minimum hole depth (HD) shown in A is as follows	HD= 0.6 . FY . ΦB² 4 FC ΦH FC π ΦH HD = 0.6 FY . π ΦB2 KingGrout® PE10 High strength polyester grout for anchoring and fixing. 4 The Pullout Force (F) is equal to FY * Steel Bar Area. The	—
Steel Bar Area is equal to	π ΦB2 4	—
then	FC π ΦH HD = 0.6 F F (N) = π . FC . ΦH . HD 0.6 F (KN) = (5.23 . FC . ΦH . HD¹) ÷ 1000 Table I is a summary of the forces (F) that each steel reinforcement bar can take for a certain hole depth (HD). Calculations are based on steel grade 60 and 25 N/ mm² concrete compressive strength with FC at 2.5 N/ mm².	—