Scaffolding steel prop pipe

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Quick Details

Place of Origin:
Tianjin China (Mainland)


Model Number:
anjie001
Type:
Scaffolding Parts
Scaffolding Part Type:
Scaffolding Props
weight:
5-20kg
color:
red/ blue or as you like
surface treatment:
pre-galvanized,dipping pait or as your requirements
advantage:
durable skid-proof antirust& stable
quality:
BV certificate
size:
varies sizes

Packaging & Delivery

Packaging Detail:frame scaffolding steel pallet,in bulk
Delivery Detail:within 15-20 days after getting the order

Specifications

steel acrow props
1. Q235 stainless steel
2.factory directly
3.OEM services
4. heavy duty&galvanized

Item

Descrip-

tion

Lengthm

External Tubemm

Internal tubemm

Weight

(kgs)

No1

Spanish

Props  

0.8-1.4

48×1.6×765

40×1.8×835

1.6-3.0

48×1.6×1600

40×1.8×1600

7.05

2.0-3.5

48×1.6×1716

40×1.8×2000

2.2-4.0

48×1.6×2000

40×1.8×2200

No2

Italian

Props

1.6-2.9

56×1.6×1524

48×1.8×1600

8.81

1.8-3.1

56×1.6×1524

48×1.8×1800

9.21

2.0-3.6

56×1.6×1750

48×1.8×2000

10.2

2.2-4.0

56×1.6×2024

48×1.8×2200

11.05

No3

German

Props

1.4-2.7

60×2.85×1396

48×3.2×1400

14.5

1.6-2.7

60×2.7×1550

48×3.2×1600

13.1

1.62-2.64

60×2×1396

48×32×1610

10.5

2.0-3.5

60×2.85×1900

48×3.2×2000

16.1

2.2-4.0

60×3×1900

48×3.5×2200

19.27

2.9-5.5

60×3.2×2680

48×3.2×2900

27.36



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Q:How to strengthen the steel support with shear wall
The molding effect of the corner without leakage and clear water concrete
Q:For the deep foundation pit supporting steel purlin supporting scheme of a
The steel sheet pile is inserted into the steel sheet pile: the first pile is inserted into the continuous steel sheet pile and is inserted into the design depth of the steel sheet pile supporting system of the foundation pit along the front pile buckle grooveSteel plate pile construction setting allow error: pile top elevation deviation + 100mm steel plate pile axis deviation + + 100mm steel plate pile verticality deviation 1%; should be monitored in the allowable error rangeSteel plate piles with steel sheet pile, pile deviation, making itself the error limitation of construction to ensure the actual degree of steel sheet pile curtain according to the standard width of the integer times of steel sheet pile curtain end closed up by the difficulty of adjustment phase do like profiled steel sheet pile closure or through adjusting curtain axis using standard pile to achieve closure due to the engineering precision of sheet pile wall the realization of high angle closure of the corner on both sides of the 10 sheet pile width adjustment axis to achieve closure is Department of steel sheet pile by welding of foot like fish plates for welding to avoid two adjacent pile connected with the depth of 1M and the appropriate position should be connected to the wrong place pile spacing
Q:Steel support can not be removed if the deformation of the foundation pit, how to solve
Specific analysis of specific issues, but also combined with the value of your pit observation
Q:How to choose H steel support
Since there are 150 tons of concentrated load in the middle of the bearing platform, in addition to meet the structural strength requirements, but also to meet the structural requirements of grace
Q:How to improve the monitoring accuracy of foundation pit supporting axial force
Through the comparison of the stress and strain data in two aspects, the purpose of improving the accuracy has been achieved
Q:Steel support not fixed end line?
Do you mean the end of the fixed end? Or other support, as of a hinge
Q:Steel support lease 700 tons, the total amount of money per day
For example, adding 700 tons can be rented for 8 days, that is 700 8=87.5, so every day the rent is 87.5 yuan. In fact, if you are often used, it is better to buy a group of their own
Q:Which kind of steel is strong
Steel house is made of H steel and GL GZ, carrying not to say
Q:How to calculate the axial force of steel support in deep foundation pit
Preload is generally not more than 450kN, because of the use of pile anchor structure is mostly sand, silt, or clay, anti pulling force of this stratum and anchor is limited, 450kN means that the prestressing design tension reaches 450/0.95~450/0.7, which is basically the ultimate anchor in this ordinary formation, if not met to consider the encryption of anchor spacing.
Q:Removal of deep foundation pit support
Wire saw more trouble, longer time. Static explosion, rope saw after the material transport is generally not broken crash and broken loading two, free choice

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