GROUND ANCHORS
Contractor: Presspali France Site: Ensemble I (Monaco) P2-IRS Ground anchors
Contractor: Al.Ber.Ti. Site: Toumai (Cap d’Ail) P2-IGU Ground anchors
Contractor: Botte Fondations Site: Tour CMA-CGM (Marseille) P2-IRS Ground anchors
Contractor: Soletanche-Bachy Site: Fond de Saint Denis (Martinica) P2-IGU Ground anchors
GROUND ANCHORS system complying with EN1537
Web site: www.tensacciai.it info: [email protected]
Head Office: Via F. Vegezio, 15 20149 Milano (Italy) Tel. +39 024300161 Fax +39 0248010726
Since many years TENSACCIAI has been actively engaged in the study of the application of post-tensioning technology in the geotechnical field. Through the years, a deep experience has been developed, leading the way to design and production of systems used in important civil engineering works. The worldwide application of its products is the proof of the continuous commitment to quality and continuous improvement. Nowadays, the geotechnical field, as also recommended in European Norms, needs certified, safer and more performing products. For this reason, TENSACCIAI has developed a new range of ground anchors, designed in accordance with European norm EN1537, and assembled with certified components. The empowered commitment to quality and special care for ground anchors details is the main issue of this new development of products.
Ground anchors are designed and installed in order to transfer loads from structures to ground. This action has to be kept for a long time: for this reason corrosion protection and load transmission are the most critical success factors for a ground anchor. According to norm EN1537:2002, ground anchors are made of the following parts: – ground anchor body, – anchor head, – relevant accessories. The ground anchor body is composed by: free length, bond length and bottom end. The free length has the aim to transmit loads from anchor head to the bond length. The bond length transfers a tensile force to a load bearing formation of soil or rock while the bottom end has the aim to facilitate the installation.
Ground anchors are individually numbered. Everyone is supplied with an identification label, on which it’s possible to find all the relevant information to the anchor’s type and the packaging, and also order data. Anchor disk, as well as wedges, are marked reporting product ID, n. of heat and production date, allowing the full product traceability.
To guarantee an appropriate storage and transport, anchors are loaded on dedicated steel structures which prevent damages and deformations to all ground anchors’ components. The vertical storage of tendons, raised up from the ground, preserves protection till installation. Moreover this structures (“gantries”) allows an easier handling on site, an easier loading and unloading from trucks, containers etc. and a more reasonable management of stock areas.
ANC HOR HEA D FRE E LE NGH T
BON D LE NGH T
TENSACCIAI, as prescribed to paragraph 1 of norm EN1537, carries out the installation of ground anchors with qualified and specialized technicians, constantly trained on the procedures and technologies required in the field of ground anchors applications. Tensioning is carried out with the use of multistrand jacks, giving force to all strands simultaneously like a singular unit.
ANC HOR BOD Y
To allow, whereby demanded, the load check during tensioning and detensioning operations, it’s possible to use the MTRN anchor head type with P2 protection class MTRN anchor head type is composed of: threaded anchor block and relevant nut, wedges as well, protected by an epoxy painted cast iron cap fixed on the bearing plate and grease filled. The load adjusting operation is carried out with special annular jack, specially designed and realized for this application.
Ground anchors are manufactured with steel strand diameter 15,7 mm, class 1860 MPa as defined in prEN10138-3. Anchor heads are designed in order to reduce strands’ angular deviations from longitudinal axis: TENSACCIAI system complies with the requirement of a maximum angular deviation of 3° while the 97%Ptk force is acting on tensioned elements. [see paragraph 6.3 – EN1537:2002] Being the same used in concrete post-tensioning applications, anchor heads allows stressing with a multistrand jack and a simultaneous application of load to all strands of ground anchor as required by EN1537:2002. [see paragraph 8.4 – EN1537:2002] TENSACCIAI post-tensioning system is European certified with E.T.A. 08/0012. By a performance point of view, this E.T.A. guarantees that TENSACCIAI system is able to reach the 95% of the real breaking load of the cable and sustain 2 million fatigue cycles with a stress range of 80 MPa. The anchorages insist on apposite carpentry structures, made of bearing plates and bearing saddles, guaranteeing the correct load application and transmission from the tendon to the ground/soil. Such system guarantees that the tensioned strands bundle is perpendicular to the anchor head.
TENSACCIAI is able to supply a complete system to check loads. The system is composed of: • amplified load cells for MT and MTR anchor heads with protection class P2; • reading instrument which allows readings loads both in mV and kN; • connecting boxes up to 8 amplified cell each, which also allow to select a cell and check strain values acting on it; • connecting cables.
Amplified load cells, for ground anchor with P2 protection class, are the optimal solution for tendon’s acting load check, guaranteeing the correct signal transmission, without losses, even far away from the tendons installation zone.
The anti-corrosion protection is realized injecting special greases, that fully comply with EN1537:2002 Appendix C requirements, inside special protection caps made of stainless steel or epoxy painted cast iron depending on the ground anchor class. PE corrugated sheaths used for the ground anchor body protection are produced with diameters and thickness adequate to protect the tensioned elements (strands), fully complying the EN1537 paragraph 6.10.1 indications.
According to European norm EN1537:2002, ground anchors can be divided in the following classes depending on their lifetime: Load Load Cell 1 Cell 2
Load Cell 20
Max cable lenght = 150 m Load cell power supply = 12 Vcc; 60 mA Out: 4-20 mA
On request, TENSACCIAI can supply complete monitoring systems with data recording and alert system.
Multiplexer AM16/32B Data Logger CR800 Power supply with battery pack BP24
GSM Module Enclusure
Telephone line (modem)
Life time Less than 2 years More than 2 years
EN1537 Definition Temporary Permanent
TENSACCIAI Type P1 P2
TENSACCIAI ground anchors are ulteriorly subdivided according to the different required grouting system depending on the geotechnical characteristics. In highly cohesive soils it’s useful to increase friction on grout-soil interface using the IRS (Injection Repeated Selectable) grouting method using manchette pipes that permit pressurized, repeated and localized grouting. This also allows to repeat the grouting operation after tensioning in case of soil adherence losses. For internal grouting it’s used a PE pipe (P2 class). In other cases IGU (Injection Global Unique) grouting method is foreseen that consists in low pressure grouting using 1 (P1 class) or 2 (P2 class) PE pipes for internal and external grouting. Therefore the following classes are defined: P1 (Temporary)
SMS alarm message
P2 (Permanent)
IGU IRS IGU IRS
SOIL ANCHOR P1-IGU_MT/MTR- TYPE
SOIL ANCHOR P2-IGU_MT/MTR- TYPE Greased and coated strand
Strap
Thermoshrinkable tape
Strap
Spacer
Pe-corrugated sheath
Pe-corrugated sheath Strap
Thermoshrinkable tape
External grouting pipe
Grouting pipe Internal grouting pipe External grouting pipe Internal grouting pipe
Grouting pipe
Spacer
Cast iron cap MT anchor plate Cap inox Steel plate Steel plate
Internal grouting pipe Saddle
MT Anchor plate
Pe-corrugated sheath
Strap Saddle Grouting pipe
Strap Strand Endcap
Endcap
Individual tube
Seal
Wedge External grouting pipe
Strand Wedge
Steel protection tube MT ANCHOR PLATE
Greased and coated strand
MTR ANCHOR PLATE MTR ANCHOR PLATE
Greased and coated strand
MT ANCHOR PLATE
External grouting pipe Pe-corrugated shealth Greased and coated strand
Strap Strap
Internal grouting pipe
Thermoshrinkable tape
Internal grouting pipe External
Strand Spacer
Grouting pipe Strap
grouting pipe Guaina corrugata Pe- corrugated shealth Endcap
Grouting pipe Endcap Greased and coated strand External grouting pipe Strand Pe-corrugated shealth
Spacer Manchette
Thermoshrinkable tape
Internal grouting pipe Grouting pipe
SOIL ANCHOR P1-IRS_MT/MTR- TYPE
SOIL ANCHOR P2-IRS_MT/MTR- TYPE
SOIL ANCHOR P1-IGU_MT/MTR- TYPE
SOIL ANCHOR P2-IGU_MT/MTR- TYPE Greased and coated strand
Strap
Thermoshrinkable tape
Strap
Spacer
Pe-corrugated sheath
Pe-corrugated sheath Strap
Thermoshrinkable tape
External grouting pipe
Grouting pipe Internal grouting pipe External grouting pipe Internal grouting pipe
Grouting pipe
Spacer
Cast iron cap MT anchor plate Cap inox Steel plate Steel plate
Internal grouting pipe Saddle
MT Anchor plate
Pe-corrugated sheath
Strap Saddle Grouting pipe
Strap Strand Endcap
Endcap
Individual tube
Seal
Wedge External grouting pipe
Strand Wedge
Steel protection tube MT ANCHOR PLATE
Greased and coated strand
MTR ANCHOR PLATE MTR ANCHOR PLATE
Greased and coated strand
MT ANCHOR PLATE
External grouting pipe Pe-corrugated shealth Greased and coated strand
Strap Strap
Internal grouting pipe
Thermoshrinkable tape
Internal grouting pipe External
Strand Spacer
Grouting pipe Strap
grouting pipe Guaina corrugata Pe- corrugated shealth Endcap
Grouting pipe Endcap Greased and coated strand External grouting pipe Strand Pe-corrugated shealth
Spacer Manchette
Thermoshrinkable tape
Internal grouting pipe Grouting pipe
SOIL ANCHOR P1-IRS_MT/MTR- TYPE
SOIL ANCHOR P2-IRS_MT/MTR- TYPE
To allow, whereby demanded, the load check during tensioning and detensioning operations, it’s possible to use the MTRN anchor head type with P2 protection class. MTRN anchor head type is composed of: threaded anchor block and relevant nut, wedges as well, protected by an epoxy painted cast iron cap fixed on the bearing plate and grease filled. The load adjusting operation is carried out with special annular jack, specially designed and realized for this application.
Ground anchors are manufactured with steel strand diameter 15,7 mm, class 1860 MPa as defined in prEN10138-3. Anchor heads are designed in order to reduce strands’ angular deviations from longitudinal axis: TENSACCIAI system complies with the requirement of a maximum angular deviation of 3° while the 97%Ptk force is acting on tensioned elements. [see paragraph 6.3 – EN1537:2002] Being the same used in concrete post-tensioning applications, anchor heads allows stressing with a multistrand jack and a simultaneous application of load to all strands of ground anchor as required by EN1537:2002. [see paragraph 8.4 – EN1537:2002] TENSACCIAI post-tensioning system is European certified with E.T.A. 08/0012. By a performance point of view, this E.T.A. guarantees that TENSACCIAI system is able to reach the 95% of the real breaking load of the cable and sustain 2 million fatigue cycles with a stress range of 80 MPa. The anchorages insist on apposite carpentry structures, made of bearing plates and bearing saddles, guaranteeing the correct load application and transmission from the tendon to the ground/soil. Such system guarantees that the tensioned strands bundle is perpendicular to the anchor head.
TENSACCIAI is able to supply a complete system to check loads. The system is composed of: • amplified load cells for MT and MTR anchor heads with protection class P2; • reading instrument which allows readings loads both in mV and kN; • connecting boxes up to 8 amplified cell each, which also allow to select a cell and check strain values acting on it; • connecting cables.
Amplified load cells, for ground anchor with P2 protection class, are the optimal solution for tendon’s acting load check, guaranteeing the correct signal transmission, without losses, even far away from the tendons installation zone.
The anti-corrosion protection is realized injecting special greases, that fully comply with EN1537:2002 Appendix C requirements, inside special protection caps made of stainless steel or epoxy painted cast iron depending on the ground anchor class. PE corrugated sheaths used for the ground anchor body protection are produced with diameters and thickness adequate to protect the tensioned elements (strands), fully complying the EN1537 paragraph 6.10.1 indications.
According to European norm EN1537:2002, ground anchors can be divided in the following classes depending on their lifetime: Load Load Cell 1 Cell 2
Load Cell 20
Max cable lenght = 150 m Load cell power supply = 12 Vcc; 60 mA Out: 4-20 mA
On request, TENSACCIAI can supply complete monitoring systems with data recording and alert system.
Multiplexer AM16/32B Data Logger CR800 Power supply with battery pack BP24
GSM Module Enclusure
Telephone line (modem)
Life time Less than 2 years More than 2 years
EN1537 Definition Temporary Permanent
TENSACCIAI Type P1 P2
TENSACCIAI ground anchors are ulteriorly subdivided according to the different required grouting system depending on the geotechnical characteristics. In highly cohesive soils it’s useful to increase friction on grout-soil interface using the IRS (Injection Repeated Selectable) grouting method using manchette pipes that permit pressurized, repeated and localized grouting. This also allows to repeat the grouting operation after tensioning in case of soil adherence losses. For internal grouting it’s used a PE pipe (P2 class). In other cases IGU (Injection Global Unique) grouting method is foreseen that consists in low pressure grouting using 1 (P1 class) or 2 (P2 class) PE pipes for internal and external grouting. Therefore the following classes are defined: P1 (Temporary)
SMS alarm message
P2 (Permanent)
IGU IRS IGU IRS
Since many years TENSACCIAI has been actively engaged in the study of the application of post-tensioning technology in the geotechnical field. Through the years, a deep experience has been developed, leading the way to design and production of systems used in important civil engineering works. The worldwide application of its products is the proof of the continuous commitment to quality and continuous improvement. Nowadays, the geotechnical field, as also recommended in European Norms, needs certified, safer and more performing products. For this reason, TENSACCIAI has developed a new range of ground anchors, designed in accordance with European norm EN1537, and assembled with certified components. The empowered commitment to quality and special care for ground anchors details is the main issue of this new development of products.
Ground anchors are designed and installed in order to transfer loads from structures to ground. This action has to be kept for a long time: for this reason corrosion protection and load transmission are the most critical success factors for a ground anchor. According to norm EN1537:2002, ground anchors are made of the following parts: – ground anchor body, – anchor head, – relevant accessories. The ground anchor body is composed by: free length, bond length and bottom end. The free length has the aim to transmit loads from anchor head to the bond length. The bond length transfers a tensile force to a load bearing formation of soil or rock while the bottom end has the aim to facilitate the installation.
Ground anchors are individually numbered. Everyone is supplied with an identification label, on which it’s possible to find all the relevant information to the anchor’s type and the packaging, and also order data. Anchor disk, as well as wedges, are marked reporting product ID, n. of heat and production date, allowing the full product traceability.
To guarantee an appropriate storage and transport, anchors are loaded on dedicated steel structures which prevent damages and deformations to all ground anchors’ components. The vertical storage of tendons, raised up from the ground, preserves protection till installation. Moreover this structures (“gantries”) allows an easier handling on site, an easier loading and unloading from trucks, containers etc. and a more reasonable management of stock areas.
ANC HOR HEA D FRE E LE NGH T
BON D LE NGH T
TENSACCIAI, as prescribed to paragraph 1 of norm EN1537, carries out the installation of ground anchors with qualified and specialized technicians, constantly trained on the procedures and technologies required in the field of ground anchors applications. Tensioning is carried out with the use of multistrand jacks, giving force to all strands simultaneously like a singular unit.
ANC HOR BOD Y
ETA-08/0012
Contractor: Al.Ber.Ti. Site: Toumai (Cap d’Ail) P2-IGU Ground anchors
Contractor: Botte Fondations Site: Tour CMA-CGM (Marseille) P2-IRS Ground anchors
Contractor: Soletanche-Bachy Site: Fond de Saint Denis (Martinica) P2-IGU Ground anchors
GROUND ANCHORS system complying with EN1537
Web site: www.tensacciai.it info: [email protected]
Head Office: Via F. Vegezio, 15 20149 Milano (Italy) Tel. +39 024300161 Fax +39 0248010726
Since many years TENSACCIAI has been actively engaged in the study of the application of post-tensioning technology in the geotechnical field. Through the years, a deep experience has been developed, leading the way to design and production of systems used in important civil engineering works. The worldwide application of its products is the proof of the continuous commitment to quality and continuous improvement. Nowadays, the geotechnical field, as also recommended in European Norms, needs certified, safer and more performing products. For this reason, TENSACCIAI has developed a new range of ground anchors, designed in accordance with European norm EN1537, and assembled with certified components. The empowered commitment to quality and special care for ground anchors details is the main issue of this new development of products.
Ground anchors are designed and installed in order to transfer loads from structures to ground. This action has to be kept for a long time: for this reason corrosion protection and load transmission are the most critical success factors for a ground anchor. According to norm EN1537:2002, ground anchors are made of the following parts: – ground anchor body, – anchor head, – relevant accessories. The ground anchor body is composed by: free length, bond length and bottom end. The free length has the aim to transmit loads from anchor head to the bond length. The bond length transfers a tensile force to a load bearing formation of soil or rock while the bottom end has the aim to facilitate the installation.
Ground anchors are individually numbered. Everyone is supplied with an identification label, on which it’s possible to find all the relevant information to the anchor’s type and the packaging, and also order data. Anchor disk, as well as wedges, are marked reporting product ID, n. of heat and production date, allowing the full product traceability.
To guarantee an appropriate storage and transport, anchors are loaded on dedicated steel structures which prevent damages and deformations to all ground anchors’ components. The vertical storage of tendons, raised up from the ground, preserves protection till installation. Moreover this structures (“gantries”) allows an easier handling on site, an easier loading and unloading from trucks, containers etc. and a more reasonable management of stock areas.
ANC HOR HEA D FRE E LE NGH T
BON D LE NGH T
TENSACCIAI, as prescribed to paragraph 1 of norm EN1537, carries out the installation of ground anchors with qualified and specialized technicians, constantly trained on the procedures and technologies required in the field of ground anchors applications. Tensioning is carried out with the use of multistrand jacks, giving force to all strands simultaneously like a singular unit.
ANC HOR BOD Y
To allow, whereby demanded, the load check during tensioning and detensioning operations, it’s possible to use the MTRN anchor head type with P2 protection class MTRN anchor head type is composed of: threaded anchor block and relevant nut, wedges as well, protected by an epoxy painted cast iron cap fixed on the bearing plate and grease filled. The load adjusting operation is carried out with special annular jack, specially designed and realized for this application.
Ground anchors are manufactured with steel strand diameter 15,7 mm, class 1860 MPa as defined in prEN10138-3. Anchor heads are designed in order to reduce strands’ angular deviations from longitudinal axis: TENSACCIAI system complies with the requirement of a maximum angular deviation of 3° while the 97%Ptk force is acting on tensioned elements. [see paragraph 6.3 – EN1537:2002] Being the same used in concrete post-tensioning applications, anchor heads allows stressing with a multistrand jack and a simultaneous application of load to all strands of ground anchor as required by EN1537:2002. [see paragraph 8.4 – EN1537:2002] TENSACCIAI post-tensioning system is European certified with E.T.A. 08/0012. By a performance point of view, this E.T.A. guarantees that TENSACCIAI system is able to reach the 95% of the real breaking load of the cable and sustain 2 million fatigue cycles with a stress range of 80 MPa. The anchorages insist on apposite carpentry structures, made of bearing plates and bearing saddles, guaranteeing the correct load application and transmission from the tendon to the ground/soil. Such system guarantees that the tensioned strands bundle is perpendicular to the anchor head.
TENSACCIAI is able to supply a complete system to check loads. The system is composed of: • amplified load cells for MT and MTR anchor heads with protection class P2; • reading instrument which allows readings loads both in mV and kN; • connecting boxes up to 8 amplified cell each, which also allow to select a cell and check strain values acting on it; • connecting cables.
Amplified load cells, for ground anchor with P2 protection class, are the optimal solution for tendon’s acting load check, guaranteeing the correct signal transmission, without losses, even far away from the tendons installation zone.
The anti-corrosion protection is realized injecting special greases, that fully comply with EN1537:2002 Appendix C requirements, inside special protection caps made of stainless steel or epoxy painted cast iron depending on the ground anchor class. PE corrugated sheaths used for the ground anchor body protection are produced with diameters and thickness adequate to protect the tensioned elements (strands), fully complying the EN1537 paragraph 6.10.1 indications.
According to European norm EN1537:2002, ground anchors can be divided in the following classes depending on their lifetime: Load Load Cell 1 Cell 2
Load Cell 20
Max cable lenght = 150 m Load cell power supply = 12 Vcc; 60 mA Out: 4-20 mA
On request, TENSACCIAI can supply complete monitoring systems with data recording and alert system.
Multiplexer AM16/32B Data Logger CR800 Power supply with battery pack BP24
GSM Module Enclusure
Telephone line (modem)
Life time Less than 2 years More than 2 years
EN1537 Definition Temporary Permanent
TENSACCIAI Type P1 P2
TENSACCIAI ground anchors are ulteriorly subdivided according to the different required grouting system depending on the geotechnical characteristics. In highly cohesive soils it’s useful to increase friction on grout-soil interface using the IRS (Injection Repeated Selectable) grouting method using manchette pipes that permit pressurized, repeated and localized grouting. This also allows to repeat the grouting operation after tensioning in case of soil adherence losses. For internal grouting it’s used a PE pipe (P2 class). In other cases IGU (Injection Global Unique) grouting method is foreseen that consists in low pressure grouting using 1 (P1 class) or 2 (P2 class) PE pipes for internal and external grouting. Therefore the following classes are defined: P1 (Temporary)
SMS alarm message
P2 (Permanent)
IGU IRS IGU IRS
SOIL ANCHOR P1-IGU_MT/MTR- TYPE
SOIL ANCHOR P2-IGU_MT/MTR- TYPE Greased and coated strand
Strap
Thermoshrinkable tape
Strap
Spacer
Pe-corrugated sheath
Pe-corrugated sheath Strap
Thermoshrinkable tape
External grouting pipe
Grouting pipe Internal grouting pipe External grouting pipe Internal grouting pipe
Grouting pipe
Spacer
Cast iron cap MT anchor plate Cap inox Steel plate Steel plate
Internal grouting pipe Saddle
MT Anchor plate
Pe-corrugated sheath
Strap Saddle Grouting pipe
Strap Strand Endcap
Endcap
Individual tube
Seal
Wedge External grouting pipe
Strand Wedge
Steel protection tube MT ANCHOR PLATE
Greased and coated strand
MTR ANCHOR PLATE MTR ANCHOR PLATE
Greased and coated strand
MT ANCHOR PLATE
External grouting pipe Pe-corrugated shealth Greased and coated strand
Strap Strap
Internal grouting pipe
Thermoshrinkable tape
Internal grouting pipe External
Strand Spacer
Grouting pipe Strap
grouting pipe Guaina corrugata Pe- corrugated shealth Endcap
Grouting pipe Endcap Greased and coated strand External grouting pipe Strand Pe-corrugated shealth
Spacer Manchette
Thermoshrinkable tape
Internal grouting pipe Grouting pipe
SOIL ANCHOR P1-IRS_MT/MTR- TYPE
SOIL ANCHOR P2-IRS_MT/MTR- TYPE
SOIL ANCHOR P1-IGU_MT/MTR- TYPE
SOIL ANCHOR P2-IGU_MT/MTR- TYPE Greased and coated strand
Strap
Thermoshrinkable tape
Strap
Spacer
Pe-corrugated sheath
Pe-corrugated sheath Strap
Thermoshrinkable tape
External grouting pipe
Grouting pipe Internal grouting pipe External grouting pipe Internal grouting pipe
Grouting pipe
Spacer
Cast iron cap MT anchor plate Cap inox Steel plate Steel plate
Internal grouting pipe Saddle
MT Anchor plate
Pe-corrugated sheath
Strap Saddle Grouting pipe
Strap Strand Endcap
Endcap
Individual tube
Seal
Wedge External grouting pipe
Strand Wedge
Steel protection tube MT ANCHOR PLATE
Greased and coated strand
MTR ANCHOR PLATE MTR ANCHOR PLATE
Greased and coated strand
MT ANCHOR PLATE
External grouting pipe Pe-corrugated shealth Greased and coated strand
Strap Strap
Internal grouting pipe
Thermoshrinkable tape
Internal grouting pipe External
Strand Spacer
Grouting pipe Strap
grouting pipe Guaina corrugata Pe- corrugated shealth Endcap
Grouting pipe Endcap Greased and coated strand External grouting pipe Strand Pe-corrugated shealth
Spacer Manchette
Thermoshrinkable tape
Internal grouting pipe Grouting pipe
SOIL ANCHOR P1-IRS_MT/MTR- TYPE
SOIL ANCHOR P2-IRS_MT/MTR- TYPE
To allow, whereby demanded, the load check during tensioning and detensioning operations, it’s possible to use the MTRN anchor head type with P2 protection class. MTRN anchor head type is composed of: threaded anchor block and relevant nut, wedges as well, protected by an epoxy painted cast iron cap fixed on the bearing plate and grease filled. The load adjusting operation is carried out with special annular jack, specially designed and realized for this application.
Ground anchors are manufactured with steel strand diameter 15,7 mm, class 1860 MPa as defined in prEN10138-3. Anchor heads are designed in order to reduce strands’ angular deviations from longitudinal axis: TENSACCIAI system complies with the requirement of a maximum angular deviation of 3° while the 97%Ptk force is acting on tensioned elements. [see paragraph 6.3 – EN1537:2002] Being the same used in concrete post-tensioning applications, anchor heads allows stressing with a multistrand jack and a simultaneous application of load to all strands of ground anchor as required by EN1537:2002. [see paragraph 8.4 – EN1537:2002] TENSACCIAI post-tensioning system is European certified with E.T.A. 08/0012. By a performance point of view, this E.T.A. guarantees that TENSACCIAI system is able to reach the 95% of the real breaking load of the cable and sustain 2 million fatigue cycles with a stress range of 80 MPa. The anchorages insist on apposite carpentry structures, made of bearing plates and bearing saddles, guaranteeing the correct load application and transmission from the tendon to the ground/soil. Such system guarantees that the tensioned strands bundle is perpendicular to the anchor head.
TENSACCIAI is able to supply a complete system to check loads. The system is composed of: • amplified load cells for MT and MTR anchor heads with protection class P2; • reading instrument which allows readings loads both in mV and kN; • connecting boxes up to 8 amplified cell each, which also allow to select a cell and check strain values acting on it; • connecting cables.
Amplified load cells, for ground anchor with P2 protection class, are the optimal solution for tendon’s acting load check, guaranteeing the correct signal transmission, without losses, even far away from the tendons installation zone.
The anti-corrosion protection is realized injecting special greases, that fully comply with EN1537:2002 Appendix C requirements, inside special protection caps made of stainless steel or epoxy painted cast iron depending on the ground anchor class. PE corrugated sheaths used for the ground anchor body protection are produced with diameters and thickness adequate to protect the tensioned elements (strands), fully complying the EN1537 paragraph 6.10.1 indications.
According to European norm EN1537:2002, ground anchors can be divided in the following classes depending on their lifetime: Load Load Cell 1 Cell 2
Load Cell 20
Max cable lenght = 150 m Load cell power supply = 12 Vcc; 60 mA Out: 4-20 mA
On request, TENSACCIAI can supply complete monitoring systems with data recording and alert system.
Multiplexer AM16/32B Data Logger CR800 Power supply with battery pack BP24
GSM Module Enclusure
Telephone line (modem)
Life time Less than 2 years More than 2 years
EN1537 Definition Temporary Permanent
TENSACCIAI Type P1 P2
TENSACCIAI ground anchors are ulteriorly subdivided according to the different required grouting system depending on the geotechnical characteristics. In highly cohesive soils it’s useful to increase friction on grout-soil interface using the IRS (Injection Repeated Selectable) grouting method using manchette pipes that permit pressurized, repeated and localized grouting. This also allows to repeat the grouting operation after tensioning in case of soil adherence losses. For internal grouting it’s used a PE pipe (P2 class). In other cases IGU (Injection Global Unique) grouting method is foreseen that consists in low pressure grouting using 1 (P1 class) or 2 (P2 class) PE pipes for internal and external grouting. Therefore the following classes are defined: P1 (Temporary)
SMS alarm message
P2 (Permanent)
IGU IRS IGU IRS
Since many years TENSACCIAI has been actively engaged in the study of the application of post-tensioning technology in the geotechnical field. Through the years, a deep experience has been developed, leading the way to design and production of systems used in important civil engineering works. The worldwide application of its products is the proof of the continuous commitment to quality and continuous improvement. Nowadays, the geotechnical field, as also recommended in European Norms, needs certified, safer and more performing products. For this reason, TENSACCIAI has developed a new range of ground anchors, designed in accordance with European norm EN1537, and assembled with certified components. The empowered commitment to quality and special care for ground anchors details is the main issue of this new development of products.
Ground anchors are designed and installed in order to transfer loads from structures to ground. This action has to be kept for a long time: for this reason corrosion protection and load transmission are the most critical success factors for a ground anchor. According to norm EN1537:2002, ground anchors are made of the following parts: – ground anchor body, – anchor head, – relevant accessories. The ground anchor body is composed by: free length, bond length and bottom end. The free length has the aim to transmit loads from anchor head to the bond length. The bond length transfers a tensile force to a load bearing formation of soil or rock while the bottom end has the aim to facilitate the installation.
Ground anchors are individually numbered. Everyone is supplied with an identification label, on which it’s possible to find all the relevant information to the anchor’s type and the packaging, and also order data. Anchor disk, as well as wedges, are marked reporting product ID, n. of heat and production date, allowing the full product traceability.
To guarantee an appropriate storage and transport, anchors are loaded on dedicated steel structures which prevent damages and deformations to all ground anchors’ components. The vertical storage of tendons, raised up from the ground, preserves protection till installation. Moreover this structures (“gantries”) allows an easier handling on site, an easier loading and unloading from trucks, containers etc. and a more reasonable management of stock areas.
ANC HOR HEA D FRE E LE NGH T
BON D LE NGH T
TENSACCIAI, as prescribed to paragraph 1 of norm EN1537, carries out the installation of ground anchors with qualified and specialized technicians, constantly trained on the procedures and technologies required in the field of ground anchors applications. Tensioning is carried out with the use of multistrand jacks, giving force to all strands simultaneously like a singular unit.
ANC HOR BOD Y
ETA-08/0012
