Pereti de sprijin - Keystone cu

Ancore de pamant - Manta Ray®

Capac Keystone

Bloc beton Keyston Compac

Sol amenajat

Strat de egalizare

0,6m yp.

0,30m

Vezi detaliu

Pamant

compact/tasat

Plan de alunecare/rupere

Ancore Manta Ray®

Umplutura de drenaj

Colector din teava PVC 4” perforata

The information contained herein has been compiled by Keystone Retaining Wall Systems and to the best of our knowledge, accurately represents the Keystone product use in the applications which are illustrated. This drawing is being furnished for design guidance and estimating only. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Structural and geotechnical design analysis shall be performed by a qualified engineer. Any party accepting this document does so in confidence and agrees that it shall not be duplicated in whole or in part, nor disclosed to others without the consent of Keystone Retaining Wall Systems, Inc

COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.

No. Date Revision By Designed By: cdm

Checked By:

Date: 6/29/00

Scale: Project No. Drawing No.

Perete de sprijin Keystone/Manta Ray®

Foaie de capat

CUPRINS

Foaie de capat Pagina 1

Detalii Pagina 2

Proiect Keystone/Manta Ray® Pagina 3

Proiect Keystone/Manta Ray® Pagina 4

Proiect Keystone/Manta Ray® Pagina 5

The information contained herein has been compiled by Keystone Retaining Wall Systems and to the best of our knowledge, accurately represents the Keystone product use in the applications which are illustrated. This drawing is being furnished for design guidance and estimating only. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Structural and geotechnical design analysis shall be performed by a qualified engineer. Any party accepting this document does so in confidence and agrees that it shall not be duplicated in whole or in part, nor disclosed to others without the consent of Keystone Retaining Wall Systems, Inc

COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.

No. Date Revision By Designed By: cdm

Checked By:

Date:

6/29/00 Scale: Project No. Drawing No.

Perete de sprijin Keystone/Manta Ray®

Detalii

Capac Keystone

Bloc beton Keyston Compac

Sol amenajat

Strat de egalizare

0,6m

0,30m

Vezi detaliu

Pamant

compact/tasat

Plan de alunecare/rupere

Ancore Manta Ray®

Umplutura de drenaj

Colector din teava PVC 4” perforata

0,8m

Strat de drenaj Geogrid

Sol compact/ tasat

Teava 3” galavanizata Ancore Manta Ray

1,80m c/c

Bloc beton Keystone Compac

Brida galvanizata

Sectiune in plan orizontal

Vedere din fata Montaj ancore Manta Ray® - Sectiune

Detaliu

Strat de drenaj

Bloc beton Keystone Compac

Geogrid (tensiune admisibila ≥ 1800 kgf/ml)

Teava 3” galvanizata, # 5,5mm

Brida galvanizata

Tirant Manta Ray Φ¾” GEWI

Ancora Manta Ray

Sol amenajat

Baza peretelui

Mufa

Brida conectare si ancora Manta Ray (amplasate in zigzag)

Teava 3” galvanizata

Partea superioara a peretelui

The information contained herein has been compiled by Keystone Retaining Wall Systems and to the best of our knowledge, accurately represents the Keystone product use in the applications which are illustrated. This drawing is being furnished for design guidance and estimating only. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Structural and geotechnical design analysis shall be performed by a qualified engineer. Any party accepting this document does so in confidence and agrees that it shall not be duplicated in whole or in part, nor disclosed to others without the consent of Keystone Retaining Wall Systems, Inc

COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.

No. Date Revision By Designed By: cdm

Date: 6/29/00

Scale: Project No. Drawing No.

Perete de sprijin Keystone/Manta Ray

Proiect Keystone/Manta Ray®

Capac Keystone

Bloc beton Keystone Compac

0,6m 0,30m

0,60m

0,80m

0,80m

0,80m

0,50m

Exemplu H 3,55m

Exemplu H 2,75m

Sol amenajat

Strat de egalizare

Strat de drenaj

Colector din teava PVC 4” perforata

Ancore Manta Ray® 1,80m axa/axa

Zona instabila

Plan de rupere/alunecare

Panta

Suprasarcina

Sectiune Keystone/Manta Ray®

Sistem ancorare Manta Ray® Forta de ancorare maxima in kN

(Valori de proiectare = Maxima/1.5)

Soluri tipice "N" SPT Nr. Lovituri /0,3m (*)

Forte fixare ancore Manta Ray ®

MR-3 (kN) MR-2 (kN) MR-1 (kN)

Maxim Proiectat

A) Nisip fin afanat, Aluviuni; argila afanata Diferite argile, umplutura

B) Nisip fin si grunjos de la afanat la semi-compact; Namol si argila de la vartos la tare

C) Nisip grunjos semi-compact si pietris nisipos; Namol si argila de la tare la foarte tare

4 - 8

7 - 14

14 - 25

13,5-22

22-35,6

31-40

9

18

22

22-35,6

31-44,5

40-53

18

22

31

35,6-53

44,5-67

67-89

26,7

35,6

49

• Valoarea de proiectare este valoarea maxima impartita la FS(fact de siguranta)= 1.5 • Ancora trebuie testata la locul de montaj pentru a confirma capacitatea max. de incarcare. • Fiecare ancora trebuie « blocata »/testata/masurata la valoarea proiectata. • Toate recomandarile si instructiunile fabricantului ancorelor Manta Ray® trebuiesc respectate.

Adancimi de ancorare Manta Ray®

Inaltime perete 3,50m Inaltime perete 2,75m

Lungimea minima a tirantului(m)

Descriere Sol A Sol B Sol C

4,0

3,6

3,0

2,4

3,9

3,6

3,0

2,4

3,6

3,3

3,0

2,4

Lungimea minima a tirantului(m)

Descriere Sol A Sol B Sol C

3,6

3,0

2,4

3,6

3,0

2,4

3,3

3,0

2,4

Tipul de ancora

Descriere Sol A Sol B Sol C

Teren orizontal

Tipul de ancora

Descriere Sol A Sol B Sol C

Teren orizontal

Descriere Sol A Sol B Sol C

Suprasarcina 10 kN/m2

Necesita test

la fata locului

Descriere Sol A Sol B Sol C

Suprasarcina 10 kN/m2

Necesita test la fata locului

Descriere Sol A Sol B Sol C

Panta 1/3

A1

A2

A3

A4

MR-3

MR-2

MR-1

MR-1

MR-3

MR-3

MR-2

MR-1

MR-3

MR-3

MR-3

MR-2

Descriere Sol A Sol B Sol C

Panta 1/3

Sol A -- Φ= 26˚ and γ=2,000 Kg/m³ Sol B -- Φ= 30˚ and γ=2,000 Kg/m³ Sol C -- Φ= 34˚ and γ=2,000 Kg/m³

Maxim Proiectat Maxim Proiectat

Capac Keystone Bloc beton Keystone Compac

0,60m .

0,30m

3,33m

3,33m

3,33m

1,67m

Exemplu H 3,55m

Sol amenajat

Strat de egalizare

Strat de drenaj Colector din teava PVC 4”

perforata

Ancore Manta Ray® 1,80m c/c

Zona instabila

Plan de rupere/alunecare

Panta

Suprasarcina

Exemplu H 2,75m

The information contained herein has been compiled by Keystone Retaining Wall Systems and to the best of our knowledge, accurately represents the Keystone product use in the applications which are illustrated. This drawing is being furnished for design guidance and estimating only. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Structural and geotechnical design analysis shall be performed by a qualified engineer. Any party accepting this document does so in confidence and agrees that it shall not be duplicated in whole or in part, nor disclosed to others without the consent

of Keystone Retaining Wall Systems, Inc

COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.

No. Date Revision By Designed By: cdm

Date:

6/29/00 Scale: Project No. Drawing No.

Perete de sprijin Keystone/Manta Ray

Proiect Keystone/Manta Ray®

Typical Keystone/Manta Ray Anchor Section

Manta Ray Anchor Systems Forta de ancorare maxima in Kn

(Valori de proiectare = Maxima/1.5)

A) Nisip fin afanat, Aluviuni; argila afanata Diferite argile, umplutura

B) Nisip fin si grunjos de la afanat la semi-compact; Namol si argila de la vartos la tare

C) Nisip grunjos semi-compactat si pietris nisipos; Namol si argila de la tare la foarte tare

• Valoarea de proiectare este valoarea maxima impartita la FS(fact de siguranta)= 1.5 • Ancora trebuie testata la locul de montaj pentru a confirma capacitatea max. de incarcare. • Fiecare ancora trebuie « blocata »/testata/masurata la valoarea proiectata. • Toate recomandarile si instructiunile fabricantului ancorelor Manta Ray® trebuiesc respectate.

Adancimi de ancorare Manta Ray® Inaltime perete 3,50m

Inaltime perete 2,75m

Lungimea minima a tirantului(m)

Descriere

Sol A Sol B Sol C

Lungimea minima a tirantului(m)

Descriere

Sol A Sol B Sol C

Tipul de ancora

Descriere

Sol A Sol B Sol C

Teren orizontal

Tipul de ancora

Descriere

Sol A Spl B Sol C

Teren orizontal

Descriere

Sol A Sol B Sol C

Suprasarcina 10 kN/m2

Necesita test la fata locului

Descriere

Sol A Sol B Sol C

Suprasarcina 10 kN/m2

Necesita test la fata locului

Descriere

Sol A Sol B Sol C

Panta 1/3 Descriere

Sol A Sol B Sol C

Panta 1/3

Depaseste capacitatea. ancorei

Depaseste cap.ancorei Depaseste cap.ancorei

Exceeds Pipe

Capacity

Exceeds Pipe

Capacity

Sol A -- Φ= 26˚ and γ=2,000 Kg/m³ Sol B -- Φ= 30˚ and γ=2,000 Kg/m³ Sol C -- Φ= 34˚ and γ=2,000 Kg/m³

4 - 8

7 - 14

14 - 25

13,5-22

22-35,6

31-40

9

18

22

22-35,6

31-44,5

40-53

18

22

31

35,6-53

44,5-67

67-89

26,7

35,6

49

4

3,5

2,5

3,5

3

2,5

3,5

3

2,5

3,5

2,5

3

2,5

3

2,5

Soluri tipice "N" SPT Nr. Lovituri

/0,3m (*)

Forte fixare ancore Manta Ray ®

MR-3 (kN) MR-2 (kN) MR-1 (kN)

Maxim Proiectat Maxim Proiectat Maxim Proiectat

The information contained herein has been compiled by Keystone Retaining Wall Systems and to the best of our knowledge, accurately represents the Keystone product use in the applications which are illustrated. This drawing is being furnished for design guidance and estimating only. Final determination of the suitability for the use contemplated and its manner of use are the sole responsibility of the user. Structural and geotechnical design analysis shall be performed by a qualified engineer. Any party accepting this document does so in confidence and agrees that it shall not be duplicated in whole or in part, nor disclosed to others without the consent of Keystone Retaining Wall Systems, Inc

COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.

No. Date Revision By Designed By: cdm

Date: 6/29/00

Scale: Project No. Drawing No.

Perete de sprijin Keystone/Manta Ray

Detalii

DETALIU STRAT EGALIZARE PERETE-STRAT SUPERIOR

Ancore Manta Ray® Echipamente montaj ancore Manta Ray®

BLOC STANDARD BLOC COMPAC

SECTIUNE VEDERE DE SUS VEDERE DE SUS

Strat egalizare din piatra sparta

∅ 15cm sau beton nearmat

Treapta 20cm VEDERE FRONTALA

53 cm 19 cm

91 cm

capac 10 cm sau capac 20 cm bloc standard sau

compact 20 cm

Capac 10 cm

VEDERE FRONTALA

20 cm

51 cm

46 cm

VEDERE FRONTALA

20 cm

46 cm

30 cm