Basic Info.
Grade
Q195/Q235/Q235B/Q345
Standard
GB, ASTM, DIN, JIS, AISI, BS
Steel Type
Special Purpose Steel
Connection Form
Bolt Connection
Type of Steel For Building Structure
High-Strength Steel
Carbon Structural Steel
Q195
Residential Wall Structure
Wall Stud
Application
Steel Workshop, Steel Structure Platform, Steel Fabricated House, Structural Roofing, Frame Part, Steel Walkway and Floor, Steel Structure Bridge
Specification
Grade: Q195, Q235, Q235B, Q345
Product Description
The Strength of Piling Sheet Steel
1. High workability
Can lessen number of sheets to be used for the same construction length compared to conventional U profile sheet pile (ordinary size: effective width 400mm, 600mm) for its wide max effective width of 900mm.
M profile has higher rigidity than U profile so it can provide higher efficiency & safety when doing deep driving construction.
2.Lessen water leakage
With max width of 900mm, it can drastically lessen the number of joints at the same construction length, leading to drastic decrease in water leakage.
We made M profile sheet pile sets its main usage target on permanent structure at rivers. Its joint has little gap, leading to higher cut-off performance compared to U profile.
3. Buckling strength
We designed a new section with a rib, by taking into consideration the vertical direction external force against sheet pile. This leads to drastic improvement in its buckling strength.
This buckling strength was designed by using "Finite strip method" (strength over steel material compressive strength) and analyzing specific data.
4.Workability
Compared to U profile, M profile takes little more time when driving in. But considering the difference in cross sectional area & interlocking condition, it can be concluded that M profile has much higher driving workability.
It was also proven that shortening of construction period is possible, due to the fact that effective width of M profile is 1.4~1.5 times and driving time is 1.3 times that of U profiles.
5.Stable structure
Longitudinal shearing force occurs at the neutral axis of sheet pile's continuous wall, when the wall receives horizontal force.
At such moments, there is a possibility of U profile breaking away since its joint is located at the neutral axis, meaning that the cross sectional performance of continuous wall may deteriorate. But M profile doesn't have its joint located at the neutral axis, so it won't be affected by any shearing force. This means that sheet pile itself will have no cross sectional performance deterioration occurring by bending deformation and can create a continuous wall with high stability at various conditions.
Model
Size
Per sheet pile
Per meter of wall
Width
Height
Thickness
Cross Section Area
Moment of Inertia
Section Modulus
Weight
Cross Section Area
Moment of Inertia
Section Modulus
Weight
W(mm)
H(mm)
t(mm)
cm~2
cm~4
cm~3
Kg/m
cm~2
cm~4
cm~3
Kg/m~2
M900 x 351 x 10
900
351
10
147.66
26587
1515
115.91
164.07
29564
1685
128.79
M900 x 350 x 9
900
350
9
132.9
23966
1369
104.3
147.66
26628
1522
115.92
M900 x 349 x 8
900
349
8
118.13
21300
1221
92.73
131.26
23667
1356
103.04
M900 x 348 x 7
900
348
7
103.36
18611
1070
81.14
114.84
20707
1190
90.16
M900 x 310 x 8
900
310
8
112.33
16412
1059
88.18
124.81
18236
1177
97.98
M900 x 309 x 7
900
309
7
98.29
14359
929
77.16
109.21
15955
1033
85.73
M900 x 308 x 6
900
308
6
84.25
12290
798
66.14
93.61
13674
888
73.49
Model
Size
Per sheet pile
Per meter of wall
Width
Height
Thickness
Cross Section Area
Moment of Inertia
Section Modulus
Weight
Cross Section Area
Moment of Inertia
Section Modulus
Weight
W(mm)
H(mm)
t(mm)
cm~2
cm~4
cm~3
Kg/m
cm~2
cm~4
cm~3
Kg/m~2
MW900 x 351 x 10
900
351
10
295.33
144223
4109
231.83
328.14
160248
4566
257.59
MW900 x 350 x 9
900
350
9
265.79
129329
3695
208.65
295.32
143699
4106
231.83
MW900 x 349 x 8
900
349
8
236.26
114541
3282
185.46
262.51
127269
3647
206.07
MW900 x 348 x 7
900
348
7
206.73
99860
2870
162.28
229.7
110955
3188
180.31
MW900 x 310 x 8
900
310
8
224.66
86800
2800
176.36
249.62
96444
3111
195.96
MW900 x 309 x 7
900
309
7
196.58
75642
2448
154.32
218.42
84047
2720
171.47
MW900 x 308 x 6
900
308
6
168.49
64573
2097
132.27
187.21
71749
2330
146.97
Specification:
Standard: AISI, ASTM, BS, GB
Grade: Q195, Q235, Q235B, Q345
Width: Customized, Length: Customized, Thickness: Customized
Place of Origin: Shanghai, China (Mainland)
Model Number: U type hot rolled steel sheet pile
Type: Profile steel
Technique: Cold Rolled
Surface Treatment: Coated
Application: Building structure, vehicle manufacturing
Special Use: Wear Resistant Steel
Product: U- type hot rolled steel sheet pile
Shape: U channel
Trade term: FOB, CFR, CIF
Lead time: Within 7-15 days upon the receipt of payment
Payment term: T/T, L/C at sight
MOQ: 25MT, open to discussion
Packaging & Delivery
Packaging Detail: Standard exporting package or as per request.
Delivery Detail: Within 15 days upon the receipt of payment
Welcome to enquiry us!
Address:
Rm 28d, Chung Kiu Building, 76 Xianlie Road, Guangzhou, Guangdong, China
Business Type:
Trading Company
Business Range:
Agriculture & Food, Auto, Motorcycle Parts & Accessories, Construction & Decoration, Furniture, Light Industry & Daily Use, Lights & Lighting, Metallurgy, Mineral & Energy, Office Supplies, Packaging & Printing
Company Introduction:
Guangzhou Longshen Imports & Exports Ltd is specialized in exporting all kinds of building material, e. g. Piling sheet steel, angle steel, channels, I-beams, H-beams, deformed bars, round bars, steel pipes, steel plates and more.
We export the building material to south pacific countries for more than 10 years experience, e. g. Papua New Guinea, Solomon Islands, Vanuatu, etc. Most importantly, we earn a lot of good reputation in the market.
What is more, Guangzhou Longshen Imports & Exports Ltd has already established good cooperative relationships with many large iron and steel enterprises in China. Reasonable prices and good service will be your some of the reasons cooperating with Guangzhou Longshen Imports & Exports Ltd.
