FSP steel sheet pile - to ensure very much, should pay attention to the quality of the steel sheet pile manufacturers on the first, to pay attention to in the process of pile driving, driving in time do not use too much strength to knock, and must be installed on the pile cap construction process, so to avoid knocking in process of pile top knocked worst. In the process of steel sheet pile insertion, its perpendicularity is usually not determined. Therefore, it is very necessary to detect perpendicularity in the process of construction. Once there is a poor vertical condition, it is necessary to make corrections for two construction. At the same time, for the first time in the construction of the scoring depth also have certain requirements in the beating process, as long as the knock to half the depth is good, then the verticality detection, so that when the test, if there are problems, on the pile pulling out is also very convenient. During the second time of construction, we must control the depth as well. If the verticality test results are very good, we can continue to finalize it. In the process of cofferdam, there will be some accidents. It is very easy to appear outside the cofferdam, and the water level is lower than the water level. In order to better balance the relationship between them, we must extract the water in the cofferdam and seal it after the extraction. In the process of pumping, it is also very easy to leak. Therefore, when pumping, we should also use the power of small materials to seal the location of leakage of steel sheet piles.
| Sectio | Dimensio | Ma | Moment of inertia | Modulus of sectio | ||||
| Width | Height | Thickne | Per pile | Wall | ||||
| h | t | |||||||
| mm | mm | mm | mm | kg/m | kg/m2 | cm4/m | cm3/m | |
| PU 6 | 600 | 226 | 7.5 | 6.4 | 45.6 | 76 | 6780 | 600 |
| PU 7 | 600 | 226 | 8.5 | 7.1 | 49.9 | 83.1 | 7570 | 670 |
| PU 8 | 600 | 280 | 8.0 | 8.0 | 54.5 | 90.9 | 11620 | 830 |
| PU 9 | 600 | 280 | 9.0 | 8.7 | 58.8 | 98.0 | 12830 | 915 |
| PU 11 | 600 | 360 | 8.8 | 8.4 | 61.8 | 103.0 | 19760 | 1095 |
| PU 16 | 600 | 380 | 12.0 | 9.0 | 74.7 | 124.0 | 30400 | 1600 |
| PU 20 | 600 | 430 | 12.4 | 10.0 | 84.3 | 140.5 | 43000 | 2000 |
| PU 25 | 600 | 452 | 14.2 | 10.0 | 93.6 | 156.0 | 56490 | 2500 |
| L2S | 500 | 340 | 12.3 | 9 | 69.7 | 139.4 | 27200 | 1600 |
| L3S | 500 | 400 | 14.1 | 10 | 78.9 | 157.8 | 40010 | 2000 |
| L4S | 500 | 440 | 15.5 | 10 | 86.2 | 172.0 | 55010 | 2500 |
| L5S | 500 | 450 | 20.6 | 11.5 | 106.0 | 212.0 | 72000 | 3200 |
| JSP2 | 400 | 200 | 10.5 | 0 | 48 | 120.0 | 8740 | 874 |
| JSP3 | 400 | 250 | 13.0 | 0 | 60.0 | 150.0 | 16800 | 1340 |
| JSP4 | 400 | 170 | 15.5 | 0 | 76.1 | 190.0 | 38600 | 2270 |
| GU12-500 | 500 | 340 | 9 | 8.5 | 56.6 | 113.2 | 19640 | 1155 |
| GU13-500 | 500 | 340 | 10.0 | 9.0 | 60.8 | 121.7 | 21390 | 1260 |
| GU15-500 | 500 | 340 | 12.0 | 10.0 | 69.3 | 138.6 | 24810 | 1460 |
| PU6R | 600 | 280 | 6.0 | 6.0 | 42.2 | 70.0 | 8940 | 640 |
| PU7R | 600 | 280 | 6.5 | 6.3 | 44.3 | 74.0 | 9580 | 685 |
| PU8R | 600 | 280 | 7.5 | 6.9 | 48.7 | 81.0 | 10830 | 775 |
| PU9R | 600 | 360 | 7.0 | 6.4 | 49.5 | 82.0 | 16930 | 940 |
| PU10R | 600 | 360 | 8.0 | 7.0 | 53.8 | 90.0 | 18960 | 1055 |
| PU11R | 600 | 360 | 9.0 | 7.6 | 58.1 | 97.0 | 20960 | 1165 |
| PU13R | 675 | 400 | 10.0 | 7.4 | 65.6 | 97.0 | 25690 | 1285 |
| PU14R | 675 | 400 | 11.0 | 8.0 | 70.5 | 104.0 | 28000 | 1400 |
| PU15R | 675 | 400 | 12.0 | 8.6 | 75.4 | 112.0 | 30290 | 1515 |
These are widely used for them
Larssen
nest on walls and piers. Lock is the best in the
U.
-Series Siliar series.The AZ series has the advantages of: (i) The proportion of the section module
S
The mass is very high; (ii) The high section module M means a higher moment of inertia; (iii) The belts are very small because the moment of inertia is very high.
