123. FREYSSINET C AND K SYSTEMS ANCHORAGES
C and K Systems
123.22 Bonded-Internal Prestressing
NE TYPE FIXED ANCHORAGE
a x b c d e Ø f Ø g h
UNITS Ø i min.
(mm) (mm) (mm) (mm) (mm) (mm) (mm)
2 / 4 T 13 230 x 80 400 200 60 120 10 40 G 1/2
5 / 8 T 13 230 x 160 400 250 70 200 12 50 G 1/2
9 / 12 T 13 230 x 240 400 300 80 280 14 50 G 1/2
13 / 16 T 13 230 x 300 600 350 100 300 14 50 G 1/2
17 / 20 T 13 230 x 360 600 350 100 350 14 50 G 1/2
21 / 27 T 13 230 x 480 900 420 120 350 16 60 G 1
28 / 37 T 13 230 x 600 900 420 120 350 18 60 G 1 1/2
38 / 55 T 13 230 x 960 1150 480 180 400 20 60 G 1 1/2
2 / 4 T 15 260 x 90 400 250 70 200 12 50 G 1/2
5 / 7 T 15 260 x 160 400 300 80 280 14 50 G 1/2
8 / 13 T 15 260 x 240 600 350 100 350 14 50 G 1/2
14 / 19 T 15 260 x 400 700 420 120 350 16 60 G 1
20 / 27 T 15 260 x 560 900 420 120 350 18 60 G 1
28 / 31 T 15 260 x 650 1100 480 120 400 18 60 G 1
32 / 37 T 15 260 x 770 1200 480 180 400 20 60 G 1 1/2
38 / 55 T 15 260 x 1140 1600 480 180 450 22 60 G 1 1/2
NOTES
(1) Bursting reinforcement with FeE 235 or FeE 400 steel grade
(2) Concrete strength as required at the live end
Ø min.
Ø g
e h
d
c
NE TYPE FIXED ANCHORAGE
ANCRAGE FIXE TYPE NE
PAGE 1/4
b
Ø f
a
PPC 123/22-02.95
123. FREYSSINET C AND K SYSTEMS ANCHORAGES
NE TYPE FIXED ANCHORAGE
abcde Ø f Ø g h
UNITS Ø i min.
(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm)
2 / 7 T 13 70 90 400 250 70 200 12 50 G 1/2
8 / 12 T 13 70 90 400 300 80 280 14 50 G 1/2
13 / 19 T 13 70 90 600 350 100 350 14 50 G 1/2
20 / 27 T 13 70 90 900 420 120 350 16 60 G 1
2 / 4 T 15 90 110 400 250 70 200 12 50 G1/2
5 / 7 T 15 90 110 400 300 80 280 14 50 G1/2
8 / 13 T 15 90 110 600 350 100 350 14 50 G 1/2
14 / 19 T 15 90 110 700 420 120 350 16 60 G 1
20 / 27 T 15 90 110 900 420 120 350 18 60 G 1
28 / 31 T 15 90 110 1100 480 120 400 18 60 G 1
32 / 37 T 15 90 110 1200 480 180 400 20 60 G 1 1/2
NOTES
(1) Bursting reinforcement with FeE 235 or FeE 400 steel grade
(2) Concrete strength as required at the live end
Ø min.
Ø g
b
a
e h
b
d
c
a
NE TYPE FIXED ANCHORAGE
ANCRAGE FIXE TYPE NE
PAGE 2/4
a
b
Ø f
a
b
PPC 123/22-02.95
123. FREYSSINET C AND K SYSTEMS ANCHORAGES
G TYPE FIXED ANCHORAGE
b c d e Ø f Ø g h
UNITS Ø i min.
(mm) (mm) (mm) (mm) (mm) (mm) (mm)
2 / 7 T 13 90 1300 360 160 180 12 60 G 1/2
8 / 12 T 13 90 1300 420 160 220 14 60 G 1/2
13 / 19 T 13 90 1300 420 160 260 14 60 G 1/2
20 / 27 T 13 90 1600 420 160 310 16 60 G 1
2 / 4 T 15 110 950 250 160 180 12 50 G1/2
5 / 7 T 15 110 1300 420 160 220 14 50 G 1/2
8 / 13 T 15 110 1300 420 160 260 14 50 G 1/2
14 / 19 T 15 110 1300 420 160 310 16 60 G 1
20 / 25 T 15 110 1300 420 160 360 18 60 G 1
26 / 31 T 15 110 1700 480 160 400 18 60 G 1
32 / 37 T 15 110 2000 540 180 400 20 60 G 1 1/2
38 / 55 T 15 110 2500 540 180 450 22 60 G 1 1/2
NOTES
(1) Bursting reinforcement with FeE 235 or FeE 400 steel grade
(2) Concrete strength as required at the live end
Ø min.
Ø g
b
e h
d
b
c
G TYPE FIXED ANCHORAGE
ANCRAGE FIXE TYPE G
PAGE 3/4
Ø f
b
b
123. FREYSSINET C AND K SYSTEMS ANCHORAGES
V TYPE FIXED ANCHORAGE
abcde Ø f Ø g h
UNITS Ø i min.
(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm)
4 T 13 246 100 600 200 60 120 10 40 G 1/2
6 T 13 246 140 600 200 60 160 10 40 G 1/2
12 T 13 246 280 600 300 80 280 12 50 G 1/2
16 T 13 246 360 600 350 100 320 12 50 G 1/2
20 T 13 246 420 600 350 100 340 12 50 G 1
4 T 15 252 140 600 200 80 160 12 40 G 1/2
7 T 15 252 250 700 250 100 220 12 50 G 1/2
13 T 15 252 420 700 360 120 260 14 60 G 1/2
19 T 15 252 650 900 360 120 260 16 60 G 1
NOTES
(1) Bursting reinforcement with FeE 235 or FeE 400 steel grade
(2) Concrete strength as required at the live end
Ø min.
Ø g
e h
d
c
V TYPE FIXED ANCHORAGE
ANCRAGE FIXE TYPE V
PAGE 4/4
b
Ø f
a
PPC 123/22-02.95


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