123 20 System K lacznik C I'id 13935

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123. FREYSSINET C AND K SYSTEMS ANCHORAGES

PAGE 1/3

PPC

123/

20-

02.95

K System: C I’ Couplers (Tromplate)

Ø P

monostrand prolongator

Ø

1 int.

sheath

x 1

leak proof joint

x 2

x 3

x 4

R

Ø H

C

A x B

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123. FREYSSINET C AND K SYSTEMS ANCHORAGES

PAGE 2/3

K System

C

OUPLER

C I’ (T

ROMPLATE

) / C

OUPLER

C I (P

LATE

+ T

RUMPET

)

NOTE

(1) According to standard EN 523.

(2) The helical or cross-wise hoops mentioned in this table, which resist the bursting forces of concrete in the anchorage zone, are only valid when an anchorage is isolated in a pris-

matic section element (test block) and for concrete with a cylinder strength f

cmin

of between 23 and 43 MPa.

– When the anchorages are grouped along one line or more, continuous reinforcement of an equivalent section has to be provided, linking all anchorages and correctly anchored

within the structure.

55 K 13

37 K 13

27 K 13

19 K 15

27 K 15

37 K 15

7 K 13

19 K 13

12 K 13

4 K 15

7 K 15

12 K 15

Dimensions in mm

C I’–7 K 13

C I’–12 K 13

C I’–7 K 15

C I’–19 K 13

C I’–27 K 13

C I–37 K 13

C I–55 K 13

C I’–4 K 15

C I’–12 K 15

C I’–19 K 15

C I–27 K 15

C I–37 K 15

A x B

170 x 170

235 x 220

235 x 220

260 x 260

315 x 315

450 x 400

495 x 495

C

120

180

180

205

400

470

486

E

75

70

(1) Ø

1int

. x e Class 1

55 x 0.30

65 x 0.30

65 x 0.30

80 x 0.35

100 x 0.40

120 x 0.60

130 x 0.60

(1) Ø

1int

. x e Class 2

55 x 0.45

65 x 0.45

65 x 0.45

80 x 0.50

100 x 0.60

120 x 0.60

130 x 0.60

Ø H

190

254

254

300

352

440

440

Ø P

140

193

159

193

244

273

356

R

870

1220

920

1300

1350

1460

1610

(2) Whorl Ø

2

10

12

12

14

16

18

20

Steel grade FeE 235

Number of convolutions

6

6

6

6

6

7

8

Ø

3 ext.

200

280

280

360

440

540

640

Pitch

50

50

50

60

65

70

70

Total length

300

300

300

360

390

490

560

(2) Type of cross-wise bursting reinf.

1 or 2

1 or 2

1 or 2

1 or 2

1 or 2

1 or 2

1 or 2

Number of layers

1

1

1

1

1

2

2

Ø of reinf. bars Steel grade FeE 235

10

12

12

14

16

14

16

b

160

200

200

240

300

360

400

s

100

120

120

150

170

210

240

q

1

350

420

420

500

570

560

640

q

2

260

312

312

374

426

434

496

COUPLER

HELICAL BURSTING

REINFORCEMENT

CROSS-WISE BURSTING

REINFORCEMENT

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123. FREYSSINET C AND K SYSTEMS ANCHORAGES

PAGE 3/3

K System: C I Couplers (Plate + Trumpet)

Ø P

monostrand prolongator

Ø

1int.

sheath

x 1

leak proof joint

x 2

x 3

x 4

R

Ø H

C

A x B

E


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