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steel sheet piling jsp2, jsp3, jsp4

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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.


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