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Steel plate MAMMILLA type SHOE and FLAT type SHOE are standards for the tip of the STEEL seat PHC PILE. You can also make a suitable SHOE structure according to the specifications by attaching CLOSE SHOE and OPEN SHOE according to the characteristic construction method of the soil.
D | Type | t | d | L | L₁PITCH | L₂PITCH |
---|---|---|---|---|---|---|
400 |
A B C |
65 | 270 | 7,000~15,000 | 90 Less than | 110 Less than |
450 |
A B C |
70 | 310 | 7,000~15,000 | ||
500 |
A B C |
80 | 340 | 7,000~15,000 | ||
600 |
A B C |
90 | 420 | 7,000~15,000 |
Outside diameter D (mm) |
Thickness tc (mm) |
Length L (mm) |
Type |
Standard bending moment (N=0) |
Allowable shear strength Qc (kN) |
Allowable axial load (kN) |
Standard valid Prestress fce (Mpa) |
Concrete cross-sectional area Ac (mm²) |
Annular cross-sectional area Ae (mm²) |
Secondary moment of section |
Transformed section modulus Ze ( x 103 mm3) |
Design bending moment(N=0) |
Shear strength Qc (kN) |
|||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Crack Mcr (kN.m) |
Destruction Mu (kN.m) |
Concrete section Ic ( x 106 mm4) |
Transformed section Ie ( x 106 mm4) |
Crack Mcr (kN.m) |
Destruction Mu (kN.m) |
|||||||||||
400 | 65 | 7~15 |
A B C |
54.0 73.6 88.3 |
81.4 132.4 176.6 |
148.1 187.4 204.0 |
1,120 1,150 1,130 |
3.92 7.85 9.81 |
68,408 |
70,408 72,248 73,528 |
995 |
1,023 1,049 1,067 |
5,119 5,248 5,337 |
58.8 79.1 91.5 |
84.4 156.0 202.0 |
162.8 202.5 224.3 |
450 | 70 | 7~15 |
A B C |
73.6 107.9 122.6 |
110.8 194.2 245.2 |
180.5 227.6 248.2 |
1,370 1,410 1,380 |
3.92 7.85 9.81 |
83,566 |
85,929 88,291 89,326 |
1,559 |
1,605 1,651 1,663 |
7,136 7,342 7,393 |
83.5 115.1 122.1 |
122.4 234.2 260.3 |
201.4 254.6 265.5 |
500 | 80 | 7~15 |
A B C |
103.0 147.2 166.8 |
155.0 264.9 333.5 |
228.6 288.4 313.9 |
1,730 1,780 1,750 |
3.92 7.85 9.81 |
105,558 |
108,438 111,318 112,758 |
2,411 |
2,478 2,545 2,578 |
9,914 10,180 10,313 |
111.1 151.6 169.6 |
156.4 301.0 368.1 |
246.1 310.0 335.6 |
600 | 90 | 7~15 |
A B C |
1666.8 245.2 284.5 |
250.2 441.4 569.0 |
311.0 392.4 427.7 |
2,360 2,430 2,390 |
3.92 7.85 9.81 |
144,199 |
148,039 151,879 154,199 |
4,834 |
4,964 5,093 5,172 |
16,546 16,979 17,240 |
183.9 250.1 285.6 |
252.5 486.5 617.5 |
332.6 418.4 459.5 |
※ The allowable axial load follows the structure foundation design standards established by the Ministry of Land, Transport and Maritime Affairs.
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As a steam curing method using high temperature and high pressure, it is the latest system to improve product quality by shortening the underwater curing period (28 days) to 10 hours and minimizing the change in strength.
* The curing time is very short.
* Mass production is possible.
* It can be shipped in a short time.
* There is almost no defect rate.
* The inventory management is effective.