Post on 23-Jan-2016
description
transcript
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