a b c d e f g h - jp concrete · a)manufactured to bs en 13369:2013. b)tolerances based on bs en...

500

1000

103

17

240

104

16

240

200352

578

70

187 313

65

1000

250334

250 348

318

185

155

500

250 500 250

800

1000

2 No Spherical HeadRod Anchor in far face of unit

for de-mouldingand transportation.

2 No Ø50mm Performed Grout Holes

2 No Ø30mm holes for Anchor Installation

200

A

B

VIEW AScale 1:15

VIEW BScale 1:15

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30

3050

Revision/Description Drawn Checked Date

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Document Status

Document type

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Identification number Created by

Title, Supplementary title

Date of issue Paper size

A3

A B C D E F G H

A B C D E F G H

1

2

3

4

5

6

1

2

3

4

5

6

Standard unit 1.0mBolt Down Retaining Wall

Information use

1/14P0118/09/2019

FLB10D-1000

18/09/2019

Tel: 01158 220 282 www.jpconcrete.co.uk

Released TM

PS

FM

Cover BlockSize (mm)Min Cover

All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4

Unit Ref Volume (m³) Weight + 5% (T)Weight (T)

1000 Wall Unit 0.16 0.42 0.44

Cast EdgeClass Steel Float

All Other FacesA

3.25 kN6.1 kN/m

1.4 kNm/m

*These are maximum values associated with all loading conditions.For more specific values see accompanying calculation.

Tensile Force per DowelResultant Horizontal ForceResultant Destabilising MomentVertical Force 13.2 kN/m

1. Designa) Concrete design to BS EN 1992-1-1:2004.b) Loading as per design calculation - 10kN/m2 surcharge with level fill retained to front /

rear or 30.0° sloped fill retained to front / rear.c) Assumed soil parameters: Characteristic effective shearing resistance φ = 32.5°, Unit weight of fill = 18kN/m3, Backfill assumed to be composed of a free draining granular material.d) JP Concrete have designed the concrete units only, the stability of the support

conditions should be checked by overall scheme designer.

2. Concretea) Lifting strength based on 2 cubes = 15 N/mm².b) Characteristic 28 day cube strength = 55 N/mm².c) Concrete provides Design Chemical Class 2 (DC2) to Special Digest 1, Table D2.

3. Reinforcementa) Reinforcement (500B or C) to BS4449.b) Scheduling, dimensioning, bending and cutting to BS8666.c) Cage to be tack welded and/or tied with 17 gauge annealed tying wire.

4. Durabilitya) Design Life: >50 years to BS8500.b) Cover to Reinforcement & Exposure:

5. Handlinga) Unit Volume / Weight

Weight is based on 2.6 T/m³.+5% is recommended for sizing lifting equipment.

Note: Please refer to JP Concrete Handling and Installation Guide for more information.

6. Manufacturea) Manufactured to BS EN 13369:2013.b) Tolerances based on BS EN 13369:2013 & BS EN 13670:2009.c) Finishes: As below unless indicated otherwise on drawing

7. Foundationa) Concrete base to be designed and installed (by others) to accommodate the tensile

force in the dowels and to resist the horizontal force and overturning moment, asspecified below, so that stability in maintained.

b) To ensure good bond and satisfy cover requirements in the anchors the slab should have minimum strength of C20 / C25 and a minimum depth of 200mm.

1000

220 560 220

103

120

1000

284

716

200

500 500

104120

240

1000

2 No Spherical HeadRod Anchor in far face of unitfor de-mouldingand transportation.

103

220 560 220

120

200284

716

1000

500 500

388612 104120

240

50

1000

220

220

560

220220 560

185315

220320

320

500

185

500

50

B

A

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A3

A B C D E F G H

A B C D E F G H

1

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1

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5

6

Standard Corner unit 1.0mBolt Down Retaining Wall

Information use

2/14P0118/09/2019

FCB10D-1000

18/09/2019


Released TM

PS

FM


All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


1000 Wall Unit 0.29 0.75 0.79


All Other FacesA









Note: Please refer to JP Concrete Handling and Installation Guide for more information.6. Manufacturea) Manufactured to BS EN 13369:2013.b) Tolerances based on BS EN 13369:2013 & BS EN 13670:2009.c) Finishes: As below unless indicated otherwise on drawing




300

110

230

517

913

70

1500

110

130230

750

266

70

220 220560

300

1200

1000

1500

130

1000

375375

418

164

220

329

223

448

484

2 No Spherical HeadRod Anchor in edge of unitfor de-mouldingand transportation.

2 No Ø50mm Performed Grout Holes2 No Ø30mm holes for Anchor Installation

560

220

A

B

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A B C D E F G H

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Information use

3/14P0118/09/2019

FLB10D-1500

18/09/2019


Released TM

PS

FM



conditions should be checked by overall scheme designer.2. Concretea) Lifting strength based on 2 cubes = 15 N/mm².b) Characteristic 28 day cube strength = 55 N/mm².c) Concrete provides Design Chemical Class 2 (DC2) to Special Digest 1, Table D2.3. Reinforcementa) Reinforcement (500B or C) to BS4449.b) Scheduling, dimensioning, bending and cutting to BS8666.c) Cage to be tack welded and/or tied with 17 gauge annealed tying wire.









All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


1500 Wall Unit 0.26 0.68 0.71


All Other FacesA

3.6 kN14.4 kN/m

3.2 kNm/m



300

110

230

750

220 220560

1000

1500

130

250

2 No Spherical HeadRod Anchor in far face of unitfor de-mouldingand transportation.

50

374

1126

230130

110

366634

300

110

230

750

220220 560

1000

1500

130

250

230130

110 50

1076

374

1000

235

235

530

235 235530

375375

375

375

750 250

250

750

B

A

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Information use

4/14P0118/09/2019

FCB10D-1500

18/09/2019


Released TM

PS

FM


All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


1500 Wall Unit 0.43 1.12 1.17


All Other FacesA













875

110

120

1750

306

485

1200

65

300

135235

1750

1000

220 220560

300

1450

1000

438 437

220387

260

353220

560

440 200 235

55

135

235

569



A

B

VIEW AScale 1:20

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A3

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A B C D E F G H

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Information use

5/14P0118/09/2019

FLB10D-1750

18/09/2019


Released TM

PS

FM












All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


1750 Wall Unit 0.32 0.83 0.87


All Other FacesA

4.45 kN20.0 kN/m

4.6 kNm/m



1000

240

240

520

240 240520

360

265

288438

437

875

563413

125

125875

875

110

300

1750

1000

220220 560

135

235

235135

120

445

1305

125875

110

300

1750

1000

220 220560

135

235


235135

110

50

445

1305

125

640


B

A

VIEW BScale 1:20

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SIDE VIEWScale 1:20

C of G

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50


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A B C D E F G H

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Information use

6/14P0118/09/2019

FCB10D-1750

18/09/2019


Released TM

PS

FM


All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


1750 Wall Unit 0.51 1.33 1.39


All Other FacesA













1000

110

12065 357 643

300

635

55

1300

2000

140240

240

2000

1000

220 220560

300

1700

1000

577

351

500 500

226

560

220170

404

140


220

A

B

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Information use

7/14P0118/09/2019

FLB10D-2000

18/09/2019


Released TM

PS

FM












All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


2000 Wall Unit 0.37 0.96 1.01


All Other FacesA

5.6 kN26.6 kN/m

6.8 kNm/m



110

120

300

2000

140240

240

1000

210 210580

300

1700

140

1000

473

1527


110

120

300

2000

140240

240

1000

210210 580

300

1700

140

1000

473

1527

382618

68

65

1000

210

210

580

210 210580

475420

525580

330

525475

425 575

360

B

A

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Information use

8/14P0118/09/2019

FCB10D-2000

18/09/2019


Released TM

PS

FM


All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


2000 Wall Unit 0.58 1.51 1.58


All Other FacesA













2500

1250

110

305

125

180305

452 798

1447

968

85

70

300

180


2500

1000

220 220560

300

2200

1000

375 500 375

684

60777

560

220

220

140

482

378

4 No Ø30mm holes for Anchor Installation2 No Ø50mm Performed Grout Holes

B

A

VIEW AScale 1:20

VIEW BScale 1:20

C of G

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A3

A B C D E F G H

A B C D E F G H

1

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Information use

9/14P0118/09/2019

FLB10D-2500

18/09/2019


Released TM

PS

FM












All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


2500 Wall Unit 0.55 1.43 1.50


All Other FacesA

5.7 kN42.7 kN/m

14.2 kNm/m



1250

110

300

2500

125180305

330 590 330

1250

448

2052

519731

1250

110

300

2500

125180305

330590330

1250

448

65

1987

180

305

180

330 590 330

330

590

330

505

190

555

365395490

505 190 555

1250

305

50

B

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Information use

10/14P0118/09/2019

FCB10D-2500

18/09/2019


Released TM

PS

FM


All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


2500 Wall Unit 1.08 2.81 2.95


All Other FacesA













3000

1000

220 220560

500

300

2200

1500

110

400

3000

300

500

75

484 1017

1930

975

95130

200

400

200


1000

507 193 800

550400550

220

220

560

372

476

152

B

A

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Information use

11/14P0118/09/2019

FLB10D-3000

18/09/2019


Released TM

PS

FM












All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


3000 Wall Unit 0.72 1.87 1.96


All Other FacesA

8.45 kN62.5 kN/m

25.8 kNm/m



1480

330800350

3000

300

500

1480

1480

330

800

350

330 800 3502020

490 260 205 525

175350

730

770

1480

330 800 350

3000

300

500

1480

2025

484 97

2025

96

B

A

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Information use

12/14P0118/09/2019

FCB10D-3000

18/09/2019


Released TM

PS

FM


All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


3000 Wall Unit 0.86 2.23 2.35


All Other FacesA













1875

135

110

500

300

500

1437

612

2188

125

3750

90

255

500

1000

3750

290 290420

500

300

2950

255


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160

388

290

162

715500660

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573

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Information use

13/14P0118/09/2019

FLB10D-3750

18/09/2019


Released TM

PS

FM












All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


3750 Wall Unit 1.08 2.87 2.95


All Other FacesA

9.43 kN99.7 kN/m

52.6 kNm/m



1280

1000

1280 1000

1875

435

555660

520

500

715800

290420590720270

20

20

162265133280460135855

245 1375

1875

135

110

500

300

500

1437

612

2188

125

3750

90

255

500

255


560

440

1000

160

388

290

162

715500660

425

575

555

1875

520 800



575

1280

20

1280 20

245 780

1280

187

110

500

300

500

1437

612

2188

125

3750

90

255

500

255


A

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CB

Plan view of B and CScale 1:30

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A B C D E F G H

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1

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Information use

14/14P0118/09/2019

FCB10D-3750

18/09/2019


Released TM

PS

FM


All Faces 45

Min Cover(mm)

40

Max Cover(mm)

50

All FacesExposure

XC3/4 XD3 XF4


3750 Wall Unit 1.02 2.65 2.78


All Other FacesA













a b c d e f g h - jp concrete · a)manufactured to bs en 13369:2013. b)tolerances based on bs en...

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