CERTIFIED QUALITY SYSTEM Applications - Soilmec … · In 1990 Soilmec was awarded with the...
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C.S.P./C.A.P. CASED SECANT PILES CASED AUGERED PILES Drilling and Foundation Equipment
Transcript of CERTIFIED QUALITY SYSTEM Applications - Soilmec … · In 1990 Soilmec was awarded with the...
CASED SECANT PILES / CASED AUGERED PILES
C.S.P./C.A.P./FoW MethodsMethodC.S.P./C.A.P.
CASED SECANT PILESCASED AUGERED PILES
In 1990 Soilmec was awarded with the certification of its
Quality System complying with ISO 9001:2000 standards.
CERTIFIED QUALITY SYSTEM
SOILMEC distributes machinery and structures all overthe world, supported by SOILMEC subsidiary companiesand representative offices as:
SOILMEC LTD - U.K.SOILMEC MISR S.A.E. Co. - EgyptSOILMEC (H.K.) Limited - Hong KongSOILMEC JAPAN CO LTD - JapanSOILMEC S.P.A. - Beijing Repr. Office - P.R. ChinaSOILMEC FAR EAST PTE.LTD - SingaporeSOILMEC EMIRATES - U.A.E.SOILMEC GULF - U.A.E.
SOILMEC S.p.A.Drilling and Foundation Equipment5819, via Dismano47023 Cesena (FC) - Italytel. +39-0547-319111fax +39-0547-318548http:// www.soilmec.ite-mail: [email protected]
Dri l l ing and Foundation EquipmentDri l l ing and Foundation Equipment
Applicationsand advantages
Equipments
CSP system has been designed for maximum diameter of purposely 1000 mm. Such a diameter offers the right compromise between the resultingactual wall thickness and the executed pile diameter in terms of concrete to be cut during the execution of the secondary piles.
COSTRUCTION STAGES of CASED AUGERED PILE
CSP type WallBerlinese type Wall CSP - Guide Wall
04/2
005-
1500
-N-C
ils-Il
Dig
itale
The CSP (Cased Secant Piles) system has been developed to perform secant piles for the constructionof continuous diaphragm wall.The CAP (Cased Augered Piles) system has been developed for the execution of “berlinese” type wall.The FoW (Front of the Wall) system has been developed for drilling in front of the wall.The execution of a conventional diaphragm wall by using grabs and bentonite mud involves a series ofproblems such as:- using of large bentonite mud plant for the preparation, storage and desanding process, which are,
in many cases, not admitted in restricted urban areas;- cleaning operations within the working area;- transit of trucks loaded with soil polluted by bentonite mud;- disposal of waste material.
The CSP/CAP system has been therefore developed to:- Excavate the piles without bentonite mud in any kind of soil, also in presence of water table;- Guarantee a deviation from verticality of less than 1-1.5%;- Minimise the jobsite installation plant;- Operate in restricted areas;- Reduce the execution time of the pile by using a double rotary equipment;- No need of service crane.
CSP/CAP equipment:The excavating system is made by an auger housed inside a casing;Auger and casing are driven by two indipendent rotaries;An auger cleaner can be used.
Main Equipmentmax max max cased first rotary max torque engine extraction weightModel
diameter pile depth depth second rotary power force tot.mm m m kN.m kW kN t
R-625 CSP 1000 26,5 15 250/250 300 732 75R-825 CSP 1000 21,5 16,5 250/300 300 732 85R-930 CSP 1000 23 18,5 300/360 400 1140 105CM-120 CSP 1000 25 19,8 250/360 400 1160 105
CASED SECANT PILES / CASED AUGERED PILES
C.S.P./C.A.P./FoW MethodsMethodC.S.P./C.A.P.
CASED SECANT PILESCASED AUGERED PILES
In 1990 Soilmec was awarded with the certification of its
Quality System complying with ISO 9001:2000 standards.
CERTIFIED QUALITY SYSTEM
SOILMEC distributes machinery and structures all overthe world, supported by SOILMEC subsidiary companiesand representative offices as:
SOILMEC LTD - U.K.SOILMEC MISR S.A.E. Co. - EgyptSOILMEC (H.K.) Limited - Hong KongSOILMEC JAPAN CO LTD - JapanSOILMEC S.P.A. - Beijing Repr. Office - P.R. ChinaSOILMEC FAR EAST PTE.LTD - SingaporeSOILMEC EMIRATES - U.A.E.SOILMEC GULF - U.A.E.
SOILMEC S.p.A.Drilling and Foundation Equipment5819, via Dismano47023 Cesena (FC) - Italytel. +39-0547-319111fax +39-0547-318548http:// www.soilmec.ite-mail: [email protected]
Dri l l ing and Foundation EquipmentDri l l ing and Foundation Equipment
Applicationsand advantages
Equipments
CSP system has been designed for maximum diameter of purposely 1000 mm. Such a diameter offers the right compromise between the resultingactual wall thickness and the executed pile diameter in terms of concrete to be cut during the execution of the secondary piles.
COSTRUCTION STAGES of CASED AUGERED PILE
CSP type WallBerlinese type Wall CSP - Guide Wall
04/2
005-
1500
-N-C
ils-Il
Dig
itale
The CSP (Cased Secant Piles) system has been developed to perform secant piles for the constructionof continuous diaphragm wall.The CAP (Cased Augered Piles) system has been developed for the execution of “berlinese” type wall.The FoW (Front of the Wall) system has been developed for drilling in front of the wall.The execution of a conventional diaphragm wall by using grabs and bentonite mud involves a series ofproblems such as:- using of large bentonite mud plant for the preparation, storage and desanding process, which are,
in many cases, not admitted in restricted urban areas;- cleaning operations within the working area;- transit of trucks loaded with soil polluted by bentonite mud;- disposal of waste material.
The CSP/CAP system has been therefore developed to:- Excavate the piles without bentonite mud in any kind of soil, also in presence of water table;- Guarantee a deviation from verticality of less than 1-1.5%;- Minimise the jobsite installation plant;- Operate in restricted areas;- Reduce the execution time of the pile by using a double rotary equipment;- No need of service crane.
CSP/CAP equipment:The excavating system is made by an auger housed inside a casing;Auger and casing are driven by two indipendent rotaries;An auger cleaner can be used.
Main Equipmentmax max max cased first rotary max torque engine extraction weightModel
diameter pile depth depth second rotary power force tot.mm m m kN.m kW kN t
R-625 CSP 1000 26,5 15 250/250 300 732 75R-825 CSP 1000 21,5 16,5 250/300 300 732 85R-930 CSP 1000 23 18,5 300/360 400 1140 105CM-120 CSP 1000 25 19,8 250/360 400 1160 105
CASED SECANT PILES / CASED AUGERED PILES
C.S.P./C.A.P./FoW MethodsMethodC.S.P./C.A.P.
CASED SECANT PILESCASED AUGERED PILES
In 1990 Soilmec was awarded with the certification of its
Quality System complying with ISO 9001:2000 standards.
CERTIFIED QUALITY SYSTEM
SOILMEC distributes machinery and structures all overthe world, supported by SOILMEC subsidiary companiesand representative offices as:
SOILMEC LTD - U.K.SOILMEC MISR S.A.E. Co. - EgyptSOILMEC (H.K.) Limited - Hong KongSOILMEC JAPAN CO LTD - JapanSOILMEC S.P.A. - Beijing Repr. Office - P.R. ChinaSOILMEC FAR EAST PTE.LTD - SingaporeSOILMEC EMIRATES - U.A.E.SOILMEC GULF - U.A.E.
SOILMEC S.p.A.Drilling and Foundation Equipment5819, via Dismano47023 Cesena (FC) - Italytel. +39-0547-319111fax +39-0547-318548http:// www.soilmec.ite-mail: [email protected]
Dri l l ing and Foundation EquipmentDri l l ing and Foundation Equipment
Applicationsand advantages
Equipments
CSP system has been designed for maximum diameter of purposely 1000 mm. Such a diameter offers the right compromise between the resultingactual wall thickness and the executed pile diameter in terms of concrete to be cut during the execution of the secondary piles.
COSTRUCTION STAGES of CASED AUGERED PILE
CSP type WallBerlinese type Wall CSP - Guide Wall
04/2
005-
1500
-N-C
ils-Il
Dig
itale
The CSP (Cased Secant Piles) system has been developed to perform secant piles for the constructionof continuous diaphragm wall.The CAP (Cased Augered Piles) system has been developed for the execution of “berlinese” type wall.The FoW (Front of the Wall) system has been developed for drilling in front of the wall.The execution of a conventional diaphragm wall by using grabs and bentonite mud involves a series ofproblems such as:- using of large bentonite mud plant for the preparation, storage and desanding process, which are,
in many cases, not admitted in restricted urban areas;- cleaning operations within the working area;- transit of trucks loaded with soil polluted by bentonite mud;- disposal of waste material.
The CSP/CAP system has been therefore developed to:- Excavate the piles without bentonite mud in any kind of soil, also in presence of water table;- Guarantee a deviation from verticality of less than 1-1.5%;- Minimise the jobsite installation plant;- Operate in restricted areas;- Reduce the execution time of the pile by using a double rotary equipment;- No need of service crane.
CSP/CAP equipment:The excavating system is made by an auger housed inside a casing;Auger and casing are driven by two indipendent rotaries;An auger cleaner can be used.
Main Equipmentmax max max cased first rotary max torque engine extraction weightModel
diameter pile depth depth second rotary power force tot.mm m m kN.m kW kN t
R-625 CSP 1000 26,5 15 250/250 300 732 75R-825 CSP 1000 21,5 16,5 250/300 300 732 85R-930 CSP 1000 23 18,5 300/360 400 1140 105CM-120 CSP 1000 25 19,8 250/360 400 1160 105
15180
3862
3006
1829
1302
83446280
816
556
3457
13580
4500 (EXTENSION)
5547 1379
4159
16426
8308 21855932
2779
3341
6
2840
5
2000
6000
6000
6000
4500
5530 4503
10033
4730800
238
13710
537659502478
1227
2844
1280
1088
3524
CM-120 CSP
Working Condition
HYDRAULIC CFA/CSP ROTARY RIG
R-825 CSP
Working Condition
C.S.P./C.A.P./FOW CONFIGURATION
R-625 CSP
Working Condition
C.S.P./C.A.P./FOW CONFIGURATION
R-930 CSP
Working Condition
C.S.P./C.A.P./FOW CONFIGURATION
mm
mmkNkNkNt
26,519,81000
250/3604001160105
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
CM-120 CSP
mm
mmkNkNkNt
2518,51000
300/3604001140105
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
R-930 CSP
mm
mmkNkNkNt
2316,51000
250/25030073285
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
R-825 CSP
mm
mmkNkNkNt
21,515
1000250/250
30073275
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
R-625 CSP
Transport Condition Transport Condition Transport Condition Transport Condition
2040
222
483 4890
5947
4180 4673
(MAX. 4500)
1331
6000
4500
4500
6000
3219
6
6000
2707
0
566 14690
3822
3077 5947 6233
4800
1330
434
6000
2872
8
1950
0
1520
0
2370
0
5690
4550-3830 4640
15180
3862
3006
1829
1302
83446280
816
556
3457
13580
4500 (EXTENSION)
5547 1379
4159
16426
8308 21855932
2779
3341
6
2840
5
2000
6000
6000
6000
4500
5530 4503
10033
4730800
238
13710
537659502478
1227
2844
1280
1088
3524
CM-120 CSP
Working Condition
HYDRAULIC CFA/CSP ROTARY RIG
R-825 CSP
Working Condition
C.S.P./C.A.P./FOW CONFIGURATION
R-625 CSP
Working Condition
C.S.P./C.A.P./FOW CONFIGURATION
R-930 CSP
Working Condition
C.S.P./C.A.P./FOW CONFIGURATION
mm
mmkNkNkNt
26,519,81000
250/3604001160105
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
CM-120 CSP
mm
mmkNkNkNt
2518,51000
300/3604001140105
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
R-930 CSP
mm
mmkNkNkNt
2316,51000
250/25030073285
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
R-825 CSP
mm
mmkNkNkNt
21,515
1000250/250
30073275
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
R-625 CSP
Transport Condition Transport Condition Transport Condition Transport Condition
2040
222
483 4890
5947
4180 4673
(MAX. 4500)
1331
6000
4500
4500
6000
3219
6
6000
2707
0
566 14690
3822
3077 5947 6233
4800
1330
434
6000
2872
8
1950
0
1520
0
2370
0
5690
4550-3830 4640
15180
3862
3006
1829
1302
83446280
816
556
3457
13580
4500 (EXTENSION)
5547 1379
4159
16426
8308 21855932
2779
3341
6
2840
5
2000
6000
6000
6000
4500
5530 4503
10033
4730800
238
13710
537659502478
1227
2844
1280
1088
3524
CM-120 CSP
Working Condition
HYDRAULIC CFA/CSP ROTARY RIG
R-825 CSP
Working Condition
C.S.P./C.A.P./FOW CONFIGURATION
R-625 CSP
Working Condition
C.S.P./C.A.P./FOW CONFIGURATION
R-930 CSP
Working Condition
C.S.P./C.A.P./FOW CONFIGURATION
mm
mmkNkNkNt
26,519,81000
250/3604001160105
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
CM-120 CSP
mm
mmkNkNkNt
2518,51000
300/3604001140105
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
R-930 CSP
mm
mmkNkNkNt
2316,51000
250/25030073285
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
R-825 CSP
mm
mmkNkNkNt
21,515
1000250/250
30073275
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
R-625 CSP
Transport Condition Transport Condition Transport Condition Transport Condition
2040
222
483 4890
5947
4180 4673
(MAX. 4500)
1331
6000
4500
4500
6000
3219
6
6000
2707
0
566 14690
3822
3077 5947 6233
4800
1330
434
6000
2872
8
1950
0
1520
0
2370
0
5690
4550-3830 4640
15180
3862
3006
1829
1302
83446280
816
556
3457
13580
4500 (EXTENSION)
5547 1379
4159
16426
8308 21855932
2779
3341
6
2840
5
2000
6000
6000
6000
4500
5530 4503
10033
4730800
238
13710
537659502478
1227
2844
1280
1088
3524
CM-120 CSP
Working Condition
HYDRAULIC CFA/CSP ROTARY RIG
R-825 CSP
Working Condition
C.S.P./C.A.P./FOW CONFIGURATION
R-625 CSP
Working Condition
C.S.P./C.A.P./FOW CONFIGURATION
R-930 CSP
Working Condition
C.S.P./C.A.P./FOW CONFIGURATION
mm
mmkNkNkNt
26,519,81000
250/3604001160105
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
CM-120 CSP
mm
mmkNkNkNt
2518,51000
300/3604001140105
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
R-930 CSP
mm
mmkNkNkNt
2316,51000
250/25030073285
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
R-825 CSP
mm
mmkNkNkNt
21,515
1000250/250
30073275
Max pile depthMax cased depth.Max diameterNom. max torqueEngine powerNom. extraction forceMachine weight
R-625 CSP
Transport Condition Transport Condition Transport Condition Transport Condition
2040
222
483 4890
5947
4180 4673
(MAX. 4500)
1331
6000
4500
4500
6000
3219
6
6000
2707
0
566 14690
3822
3077 5947 6233
4800
1330
434
6000
2872
8
1950
0
1520
0
2370
0
5690
4550-3830 4640
CASED SECANT PILES / CASED AUGERED PILES
C.S.P./C.A.P./FoW MethodsMethodC.S.P./C.A.P.
CASED SECANT PILESCASED AUGERED PILES
In 1990 Soilmec was awarded with the certification of its
Quality System complying with ISO 9001:2000 standards.
CERTIFIED QUALITY SYSTEM
SOILMEC distributes machinery and structures all overthe world, supported by SOILMEC subsidiary companiesand representative offices as:
SOILMEC LTD - U.K.SOILMEC MISR S.A.E. Co. - EgyptSOILMEC (H.K.) Limited - Hong KongSOILMEC JAPAN CO LTD - JapanSOILMEC S.P.A. - Beijing Repr. Office - P.R. ChinaSOILMEC FAR EAST PTE.LTD - SingaporeSOILMEC EMIRATES - U.A.E.SOILMEC GULF - U.A.E.
SOILMEC S.p.A.Drilling and Foundation Equipment5819, via Dismano47023 Cesena (FC) - Italytel. +39-0547-319111fax +39-0547-318548http:// www.soilmec.ite-mail: [email protected]
Dri l l ing and Foundation EquipmentDri l l ing and Foundation Equipment
Applicationsand advantages
Equipments
CSP system has been designed for maximum diameter of purposely 1000 mm. Such a diameter offers the right compromise between the resultingactual wall thickness and the executed pile diameter in terms of concrete to be cut during the execution of the secondary piles.
COSTRUCTION STAGES of CASED AUGERED PILE
CSP type WallBerlinese type Wall CSP - Guide Wall
04/2
005-
1500
-N-C
ils-Il
Dig
itale
The CSP (Cased Secant Piles) system has been developed to perform secant piles for the constructionof continuous diaphragm wall.The CAP (Cased Augered Piles) system has been developed for the execution of “berlinese” type wall.The FoW (Front of the Wall) system has been developed for drilling in front of the wall.The execution of a conventional diaphragm wall by using grabs and bentonite mud involves a series ofproblems such as:- using of large bentonite mud plant for the preparation, storage and desanding process, which are,
in many cases, not admitted in restricted urban areas;- cleaning operations within the working area;- transit of trucks loaded with soil polluted by bentonite mud;- disposal of waste material.
The CSP/CAP system has been therefore developed to:- Excavate the piles without bentonite mud in any kind of soil, also in presence of water table;- Guarantee a deviation from verticality of less than 1-1.5%;- Minimise the jobsite installation plant;- Operate in restricted areas;- Reduce the execution time of the pile by using a double rotary equipment;- No need of service crane.
CSP/CAP equipment:The excavating system is made by an auger housed inside a casing;Auger and casing are driven by two indipendent rotaries;An auger cleaner can be used.
Main Equipmentmax max max cased first rotary max torque engine extraction weightModel
diameter pile depth depth second rotary power force tot.mm m m kN.m kW kN t
R-625 CSP 1000 26,5 15 250/250 300 732 75R-825 CSP 1000 21,5 16,5 250/300 300 732 85R-930 CSP 1000 23 18,5 300/360 400 1140 105CM-120 CSP 1000 25 19,8 250/360 400 1160 105
