Tata cara perkuatan tebing dengan menggunakan sheet pile baja tipe U Pile sebagai struktur utamanya.
Deskripsi lengkap
TPT, Turap, TaludDeskripsi lengkap
mohonDeskripsi lengkap
gratis
U shee sheett pile is a service-proven type familiar to both designers and constructors, which is
extensively used for permanent structures, temporary earth-retaining works and temporary cofferdams, etc
In addition to its rigid structure, its moment of inertia per pile is relatively large, thus allowing repetitive use
Available in a range range of sections, with section modulus values ranging ranging from 456 to 44! cm cm "#m
WRU category
型号
度
高度
厚度
断面
每
重
每米
身
性矩
截面模数
$ype
% idth
&eight
$hickness
mm mm
mm
mm
'ectional area )m!#m
%eight per %eight per (oment of (odulus of pile wall Inertia section ! 4 *g#m *g# m )m #m )m"#m
%+
5
"!
5
./"
4!/
56/
.!5
6
%+0
5
"!
6
06/
5./
60/.
.".61
0!"
%+1
5
"!
../4
51/
1/6
.5!5.
15"
%+.-45
45
"6
0
.40/6
5!/5
..6/
.0!60
..5
%+..-45
45
"6
1
.65/1
50/6
."/!
!"5
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%+.!-45
45
"6
.
.0!/1
64/
.4"/0
!!444
.!4
%+..-55
55
"6
0
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6/4
.5/.
.1605
.14
%+.!-55
55
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1
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6/5
../4
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%+."-55
55
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.
.65/
4/5
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."46
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6
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0
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6
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1
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61/5
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6
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6
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1
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5
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5
6
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5
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45
..555
"0"
Z profile sheet pile
ADVANTAGES
2xcellent properties with high tensile strength
)apable of saving steels economically
2xtremely competitive section modulus
&igh installation performance with large width
WRZ CATEGORY
Type
Width Height Thickness Sectional Weight area per pile
Weight Momoent o Mod"l"s o per wall !nertia section
mm
mm
mm
#m$ %m
&g%m
&g% m$
#m' %m
#m( %m
%+3.6-6"5
6"5
"1
.!"/4
6./5
16/1
"5!
.6.
%+3.0-6"5
6"5
"0
0
.4/6
/.
../"
"4.
.0!
%+3!0-6"5
6"5
4.1
..
!1/
.4/!
.64/.
!005
!05
%+3"-6"5
6"5
4!
.!
!!/"
.."/"
.0/4
6"001
"4!
%+3"!-6"5
6"5
4!.
."
!45/4
.!!/"
.1!/
60154
"!6
%+3.!-65
65
".1
.."/!
5/0
00/1
.16"
.!!1
%+3.4-65
65
"!
0
.!0/1
65/0
../!
!!".!
."15
%+3.4-
4.1
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6./5
0/0
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.4.
%+3.6-
4!
0
.!/5
/
./
"54
.6
%+3!!-
4.1
1
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0/.
.!4/5
450
!!46
%+3!5-
4!
.
.5/6
16/5
."/1
5!15
!41.
%+3"-
441
..
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.51/
6!5
!106
%+3"!-
45
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.!./6
."/
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5
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1.00
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5.
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1106
"156
%+344-
55.
."
!5"/!
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.10/0
.!.10!
44!0
%+34"-
411
.4
!4/
.5./
!.5/
.!4
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%+340-
541
.4
!0!/4
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5
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450.
%+35.-
55
.5
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5.46
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55.
.6
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!5./1
.544"
546.
Trench profile
As an alternative to sheet pile, trench pile is also popular worldwide. Wanze is now producing different kinds of trench piles. In most cases, W anze produces as per drawings.
Weight per Weight per wall pile
Section mod"l"s
inertia
*adi"s o Gyration
&g%m$
#m(%m
cm'%m
cm
4!/4
56/6
!!
15
"/
16
41/6
66/.
!"4
.."1
"/
0
1
56/0
5/
!66
."4
"/
65
6
0
4/5
6!/4
.1
50
"/.
65
0
0!
5"/1
0"/
!4
.."
"/.
Width
Thick ness
Height
mm
mm
mm
&g%m
%+I-.
5
6
15
%+I-!
5
%+I-"
5
)roile
%+II. %+II!
Moment o
Corner piles
)orner sheep pile is a newly developed type produced by rolling, which eliminate the need for welding and other fabrication processes, and is far lighter in weight
$he corner interlocking sections have been improved in shape to prevent loosening
L/S profile sheet pile
L Profile sheet piles )roile
Dimension Width Height + H
Mass
Thickness T
)er )ile
)er wall
Moment o !nertia
Elastic section Mod"l"s
&g%m
&g% m
$
'
#m %m
#m( %m
mm
mm
mm
%+./5
.
"/
!./4
"/6
!4
.45
%+!
.5
"/
!!/1
"!/
.64
!!"
%+l"
.5
4/5
"5/
5/
!461
"!1
%+4
.0
5/
4/4
5/
"11
44!
%+5
.0
6/5
5!/
5/"
514
566
%+6
.0
/
5/.
0./6
5450
66
Moment o !nertia
Elastic
S Profile sheet piles )roile
Dimension Width Height + H
Thickness T
Mass )er )ile
)er wall
section Mod"l"s
&g% m $
#m' %m
#m( %m
"./!
4./
55!0
4!5
4/
"6/6
40/0
6"
5.6
5/
45/"
5/
011
60
"!
5/5
5"/
/
.!10
0.!
"!
6/5
6!/6
0"/4
.5!!5
15!
mm
mm
mm
%+'4
6
!6
"/5
%+'5
6
!6
%+'6
%+'0
%+'1
!6
Straight web profile
&g%m
$he sheet pile boastes extremely high tensile strength at his interlocking sections /
