Load test on foundation pole with ballast-load Max 1,000 tonnes

[: en] After having thrown two solid reinforced concrete bases parallel to the sides of the test Plintino (made over the pole head), a metallic structure with 3 m beams is prepared. 10×0, 5×1,25 of thrust above the N. 4 300 tonnes hydraulic jacks each, and N. 30 iron beams M. 10x 0.3 x0, 5 to support the load of N. 500 concrete blocks weighing 2.3 tonnes each. This type of testing on foundation poles can be replaced, where possible, by connecting the 3 thrust beams used with 2 or 4 lateral poles by means of welds of waiting, as shown in the Photo Gallery section, to reduce the high costs. Load test on foundation pole with ballast-load Max 1,000 tonnes Load test on foundation pole with ballast-load Max 1,000 tonnes Load test on foundation pole with ballast-load Max 1,000 tonnes Load test on foundation pole with ballast-load Max 1,000 tonnes Load test on foundation pole with ballast-load Max 1,000 tonnes Load test on foundation pole with ballast-load Max 1,000 tonnes Load test on foundation pole with ballast-load Max 1,000 tonnes Load test on foundation pole with ballast-load Max 1,000 tonnes Load test on foundation pole with ballast-load Max 1,000 tonnes Load test on foundation pole with ballast-load Max 1,000 tonnes[: en] After having thrown two solid reinforced concrete bases parallel to the sides of the test Plintino (made over the pole head), a metallic structure with 3 m beams is prepared. 10×0, 5×1,25 of thrust above the N. 4 300 tonnes hydraulic jacks each, and N. 30 iron beams M. 10x 0.3 x0, 5 to support the load of N. 500 concrete blocks weighing 2.3 tonnes each. This type of testing on foundation poles can be replaced, where possible, by connecting the 3 thrust beams used with 2 or 4 lateral poles by means of welds of waiting, as shown in the Photo Gallery section, to reduce the high costs. DSC_1507 DSC_1534 DSC_1537 DSC_1540 DSC_1541 DSC_1542 DSC_1544 DSC_1545 DSC_1546 DSC_1548[:d E] After having thrown two solid reinforced concrete bases parallel to the sides of the test Plintino (made over the pole head), a metallic structure with 3 m beams is prepared. 10×0, 5×1,25 of thrust above the N. 4 300 tonnes hydraulic jacks each, and N. 30 iron beams M. 10x 0.3 x0, 5 to support the load of N. 500 concrete blocks weighing 2.3 tonnes each. This type of testing on foundation poles can be replaced, where possible, by connecting the 3 thrust beams used with 2 or 4 lateral poles by means of welds of waiting, as shown in the Photo Gallery section, to reduce the high costs. DSC_1507 DSC_1534 DSC_1537 DSC_1540 DSC_1541 DSC_1542 DSC_1544 DSC_1545 DSC_1546 DSC_1548[: FR] After having thrown two solid reinforced concrete bases parallel to the sides of the test Plintino (made over the pole head), a metallic structure with 3 m beams is prepared. 10×0, 5×1,25 of thrust above the N. 4 300 tonnes hydraulic jacks each, and N. 30 iron beams M. 10x 0.3 x0, 5 to support the load of N. 500 concrete blocks weighing 2.3 tonnes each. This type of testing on foundation poles can be replaced, where possible, by connecting the 3 thrust beams used with 2 or 4 lateral poles by means of welds of waiting, as shown in the Photo Gallery section, to reduce the high costs. DSC_1507 DSC_1534 DSC_1537 DSC_1540 DSC_1541 DSC_1542 DSC_1544 DSC_1545 DSC_1546 DSC_1548[: es] After having thrown two solid reinforced concrete bases parallel to the sides of the test Plintino (made over the pole head), a metallic structure with 3 m beams is prepared. 10×0, 5×1,25 of thrust above the N. 4 300 tonnes hydraulic jacks each, and N. 30 iron beams M. 10x 0.3 x0, 5 to support the load of N. 500 concrete blocks weighing 2.3 tonnes each. This type of testing on foundation poles can be replaced, where possible, by connecting the 3 thrust beams used with 2 or 4 lateral poles by means of welds of waiting, as shown in the Photo Gallery section, to reduce the high costs. DSC_1507 DSC_1534 DSC_1537 DSC_1540 DSC_1541 DSC_1542 DSC_1544 DSC_1545 DSC_1546 DSC_1548[:]

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