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MEEVER BRACING WWW.MEEVERBRACING.COM WWW.MEEVERBRACING.COM BRACING SYSTEM MEEVER BRACING ENGINEERING • SHEET PILES • TUBES • ANCHORS • BEAMS & TRENCH SHEETS

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MEEVER BRACING

WWW.MEEVERBRACING.COMWWW.MEEVERBRACING.COM

BRACING SYSTEMMEEVER BRACING

ENGINEERING • SHEET PILES • TUBES • ANCHORS • BEAMS & TRENCH SHEETS

MEEVER BRACING

MEEVER BRACING

Meever series Brace is a modular system designed & engineered to

maintain excavation integrity, it allows flexibility on site and saves time

and money. Most importantly it provides a safe working environment.

Meever Series is:

• The first of its kind, with removable hydraulic rams so the load is

not under hydraulic load

• Easy to install

• Versatile on site

• Time and money saving

• Easy fast assembly

0.5mtr, 1mtr, 2mtr, 3mtr & 6mtr Modules, Meever Series fits

together with a full shear capacity joint, secured with one pin.

This simple, easy assembly requires minimal training, saving time on

site layout.

Reduced Weight

The brace is lighter than conventional method of steel pipe strutting,

therefore smaller machines can be used on site.

Over-dig Allowance

The Meever series hydraulic unit extends up to 700mm, allowing

an overall overlap of up to 200mm. This means that if over-digging

occurs, the hydraulic unit can extend 200mm to cover the gap

between the modules, creating dig flexibility and convenience on

site.

Safe Cross Bracing

Cross brace connections points have been designed into the

modules. This allows a positive connection between the module and

the cross brace.

WWW.MEEVERBRACING.COM

0.00 mSoft Clay

7.00 mFirm Clay

18.00 m

WL 7.00 m7.00 m WL7.00 m

20.0 kN/m²

Toe = 11.00 m

0.50 m 8.2 kN/m

3.00 m 75.0 kN/m

5.00 m 87.6 kN/m 5.60 m 87.6 kN/m

Meever (400Series/400Series)

Meever (400Series/300Series)

Meever (400Series/300Series)Meever (400Series/300Series)

Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004

Page: 1Date: 5.6.17

Sheet: ESZ 20-700Works: Temporary

Pressure: RankineAnalysis: Net Pressure

Toe: Fixed Earth Support

Maximum d (m)6.99kN/m²110.07.51mm0.3

PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.

Sheet to Sheet - 20.00mtr x 20.00mtr

Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: [email protected]

SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754

Email: [email protected]: www.GTSoft.org

0.00 mSoft Clay

7.00 mFirm Clay

18.00 m

WL 7.00 m7.00 m WL7.00 m

20.0 kN/m²

Toe = 11.00 m

0.50 m 8.2 kN/m

3.00 m 75.0 kN/m

5.00 m 87.6 kN/m 5.60 m 87.6 kN/m

Meever (400Series/400Series)

Meever (400Series/300Series)

Meever (400Series/300Series)Meever (400Series/300Series)

Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004

Page: 1Date: 5.6.17

Sheet: ESZ 20-700Works: Temporary

Pressure: RankineAnalysis: Net Pressure

Toe: Fixed Earth Support

Maximum d (m)6.99kN/m²110.07.51mm0.3

PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.

Sheet to Sheet - 20.00mtr x 20.00mtr

Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: [email protected]

SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754

Email: [email protected]: www.GTSoft.org

x (m) R (kN) M (kNm)L =

400 Series:E = I =

M x=

20.00

2.1E+0860180.01504.7

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 9.0 10.00

x (m) R (kN) M (kNm)B =

300 Series:E = I =

M x=

20.00

2.1E+0825170.0595.0

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 21.4 10.00

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

0 2 4 6 8 10 12 14 16 18 20 (m)

0

2

4

6

8

10

12

14

16

18

20

(m)

187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004

Page: 6Date: 5.6.17

Sheet: ESZ 20-700Works: Temporary

Pressure: RankineAnalysis: Net Pressure

Toe: Fixed Earth Support

d = F =

5.6087.6

mkN/m

400Series/300Series

PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.

Sheet to Sheet - 20.00mtr x 20.00mtr

Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: [email protected]

SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754

Email: [email protected]: www.GTSoft.org

x (m) R (kN) M (kNm)L =

400 Series:E = I =

M x=

20.00

2.1E+0860180.01504.7

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 9.0 10.00

x (m) R (kN) M (kNm)B =

300 Series:E = I =

M x=

20.00

2.1E+0825170.0595.0

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 21.4 10.00

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

0 2 4 6 8 10 12 14 16 18 20 (m)

0

2

4

6

8

10

12

14

16

18

20

(m)

187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004

Page: 6Date: 5.6.17

Sheet: ESZ 20-700Works: Temporary

Pressure: RankineAnalysis: Net Pressure

Toe: Fixed Earth Support

d = F =

5.6087.6

mkN/m

400Series/300Series

PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.

Sheet to Sheet - 20.00mtr x 20.00mtr

Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: [email protected]

SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754

Email: [email protected]: www.GTSoft.org

x (m) R (kN) M (kNm)L =

400 Series:E = I =

M x=

20.00

2.1E+0860180.01504.7

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 9.0 10.00

x (m) R (kN) M (kNm)B =

300 Series:E = I =

M x=

20.00

2.1E+0825170.0595.0

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 21.4 10.00

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

0 2 4 6 8 10 12 14 16 18 20 (m)

0

2

4

6

8

10

12

14

16

18

20

(m)

187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004

Page: 6Date: 5.6.17

Sheet: ESZ 20-700Works: Temporary

Pressure: RankineAnalysis: Net Pressure

Toe: Fixed Earth Support

d = F =

5.6087.6

mkN/m

400Series/300Series

PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.

Sheet to Sheet - 20.00mtr x 20.00mtr

Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: [email protected]

SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754

Email: [email protected]: www.GTSoft.org

x (m) R (kN) M (kNm)L =

400 Series:E = I =

M x=

20.00

2.1E+0860180.01504.7

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 9.0 10.00

x (m) R (kN) M (kNm)B =

300 Series:E = I =

M x=

20.00

2.1E+0825170.0595.0

m

kN/m²cm 4

kNm

0.00 187.5 0.06.00 688.1 442.3

14.00 688.1 442.320.00 187.5 0.0

Maximum x (m)Bending Moment (kNm) 442.3 5.98

Shear Force (kN) 351.7 5.97Deflection (mm) 21.4 10.00

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

45°

45°

972.3kN

973.1kN 45°

45°

972.3kN

973.1kN

0 2 4 6 8 10 12 14 16 18 20 (m)

0

2

4

6

8

10

12

14

16

18

20

(m)

187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN187.5kN 688.1kN 688.1kN 187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

187.5kN

688.1kN

688.1kN

187.5kN

Client: GANDARASite: MexicoAttn: Rafael GonzalezRef: MME00004

Page: 6Date: 5.6.17

Sheet: ESZ 20-700Works: Temporary

Pressure: RankineAnalysis: Net Pressure

Toe: Fixed Earth Support

d = F =

5.6087.6

mkN/m

400Series/300Series

PLEASE NOTE THIS HAS BEENCALCULATED ON THE INFORMATIONGIVEN TO OURSELVES.THIS IS FOR DISCUSSION PURPOSEONLY.

Sheet to Sheet - 20.00mtr x 20.00mtr

Meever Middle East Office 917, C2 Tower, Bainuna StreetAbu Dhabi, PO Box 63719Tel: 00971 2 652 6850EMail: [email protected]

SupportIT, v2.36© 1997 - 2014, GTSoft Ltd.Tel/Fax: +44 (0)1292 477754

Email: [email protected]: www.GTSoft.org

MEEVER BRACING

Meever & Meever Head officeGorinchemsestraat 37

4231 BE Meerkerk, The Netherlands

T +31 183 358390

E [email protected]

• Meever Series Brace can be used in

conjuction with all Steel Sheet Piles

U & Z Type, trench sheet.

• Meever Series is not restrictied to

size or shape it can is versatile in

every aspect.

• Meever Bracing offer a prelimanry

design outlining the sheets and the

amount of bracing needed to secure

your excavations.

WWW.MEEVERBRACING.COM

WWW.MEEVERBRACING.COM

Gorinchemsestraat 37

4231 BE Meerkerk

The Netherlands

T +31 183 358390

E [email protected]

OUR OFFICES AND STOCK LOCATIONS

CONTACT US