Metal sheet pile
In a metal sheet pile, an effective width B [mm], a flange width Bf [mm], a height H [mm] and a geometrical moment of inertia I [cm 4 /m] meet the inequalities 700≦B≦1,200; 280≦Bf≦0.0005×B 2 −0.05×B; and −0.073×B+0.0043×I+230≦H≦380. The metal sheet pile provides a better cross-sectional performance than a background art metal sheet pile.
1. A steel sheet pile comprising:
a flange;
a pair of webs, each of said pair of webs being connected at one end thereof to opposite ends of said flange, respectively, so as to be line-symmetric with each other;
a pair of arms, each of said pair of arms being connected at one end thereof to another end of said pair of webs, respectively; and
a pair of joints, each of said pair of joints being connected to another end of said pair of arms, respectively,
wherein the sheet pile has a geometrical moment of inertia I of at least 9,500 [cm 4 /m] and a cross-sectional dimension of said sheet pile meets all of the following inequalities:
890≦B≦920;
280≦Bf≦350;
210≦H≦350; and
Bf/ 32.4≦t≦28,
where B is an effective width [mm] of said sheet pile, Bf is a width [mm] of said flange, H is a height [mm] of said sheet pile, and t is a flange thickness [mm] of said sheet pile.
2. The steel sheet pile according to claim 1 , wherein the cross-sectional dimension of said sheet pile further meets the inequality Bf×0.6≦B−Bf−2×Bw≦Bf×1.1, where Bw is a width [mm] of said webs in the direction parallel to said flange.
3. The steel sheet pile according to claim 2 , wherein the thickness of the flange is less than 28 mm.
4. The steel sheet pile according to claim 1 , wherein said pair of arms are parallel to said flange.
5. The steel sheet pile according to claim 1 , wherein said steel metal pile is hot-rolled.
6. The steel sheet pile according to claim 1 , wherein said steel sheet pile has a moment of inertia of 9,500-10,500 cm 4 /m.
7. The steel sheet pile according to claim 1 , wherein the thickness of the flange is from 10 mm to 28 mm.
8. The steel sheet pile according to claim 1 , wherein said sheet pile meets the following inequality:
I> 470 W −38000,
wherein W is the weight per unit area (kg/m 2 ) of the metal sheet pile.