• Aluminum Scaffolding Ladder with light weight CNBM System 1
  • Aluminum Scaffolding Ladder with light weight CNBM System 2
Aluminum Scaffolding Ladder with light weight CNBM

Aluminum Scaffolding Ladder with light weight CNBM

Ref Price:
get latest price
Loading Port:
Qingdao
Payment Terms:
TT OR LC
Min Order Qty:
20 m.t.
Supply Capability:
3000 m.t./month

Add to My Favorites

Follow us:


OKorder Service Pledge

Quality Product, Order Online Tracking, Timely Delivery

OKorder Financial Service

Credit Rating, Credit Services, Credit Purchasing

1.Quick Details

  • Model Number: RS-AS200

  • Material: Aluminum, 6061

  • Feature: Telescopic Ladders

  • Type: Industrial Ladders

  • Structure: Step Ladders

  • Load capacity: 200kg

  • Weight: 14kg

    Aluminum Scaffolding Ladder with light weight CNBM

  • 2.Packaging & Delivery

Packaging Details:pallet

Delivery Detail:

3.Product Description

Model No: FAS-A

Model Name: Layher Aluminium Facade Scaffolding System

4.Features:

1. Made of high strength aluminium tube and pofile
2. Including: Assembly Frame, guardrail, diagonal brace, scaffolding deck, base plate, toe board etc.

3. With a few basic elements and a few basic operations, this FACADE SCAFFOLDING will provide you at lightning speed with a safe foundation for any job. It has been the leading frame scaffolding on the Europea market now, and with this unbeatably fast yet strong and safe system you can cope with almost every requirement. FACADE SCAFFOLDING can be used profitably both for scaffolding work and for building trades thanks to its versatile and well-thought-out parts range.

4. With only 6 basic elements, this classical Facade Scaffolding is assembled in no time at all. The system is extendable with lots of logical extension possibilities

5. Also can manufacture it as your requirement.

5.

Ring   Lock System Scaffold Bay Brace / Diagonal Brace

Model

Description

Weight(kg)

Weight(lbs)

AR.DB.3050x2000

Ring Lock Bay Brace 3050x2000mm (10')

10.87

23.96

AR.DB.2745x2000

Ring Lock Bay Brace 3050x2000mm (10')

10.24

23.96

AR.DB.2440x2000

Ring Lock Bay Brace 2440x2000mm (8')

9.62

21.20

AR.DB.2130x2000

Ring Lock Bay Brace 2130x2000mm (7')

9.03

19.91

AR.DB.1830x2000

Ring Lock Bay Brace 1830x2000mm (6')

8.51

18.76

AR.DB.1520x2000

Ring Lock Bay Brace 1520x2000mm (5')

7.91

17.45

AR.DB.1220x2000

Ring Lock Bay Brace 1220x2000mm (4')

7.62

16.80

AR.DB.1150x2000

Ring Lock Bay Brace 1150x2000mm (3'10")

7.53

16.61

AR.DB.1065x2000

Ring Lock Bay Brace 1065x2000mm (3'6")

7.44

16.41

AR.DB.910x2000

Ring Lock Bay Brace 910x2000mm (3')

7.29

16.07

AR.DB.650x2000

Ring Lock Bay Brace 650x2000mm (2'2")

7.08

15.62

AR.DB.610x2000

Ring Lock Bay Brace 610x2000mm (2')

6.90

15.21





AR.DB.3072x2000

Ring Lock Bay Brace 3072x2000mm

10.95

24.14

AR.DB.2572x2000

Ring Lock Bay Brace 2572x2000mm

9.89

21.81

AR.DB.2072x2000

Ring Lock Bay Brace 2072x2000mm

8.93

19.69

AR.DB.1572x2000

Ring Lock Bay Brace 1572x2000mm

8.10

17.86

AR.DB.1400x2000

Ring Lock Bay Brace 1400x2000mm

7.86

17.33

AR.DB.1286x2000

Ring Lock Bay Brace 1286x2000mm

7.71

17.00

AR.DB.1088x2000

Ring Lock Bay Brace 1088x2000mm

7.47

16.47

AR.DB.1036x2000

Ring Lock Bay Brace 1036x2000mm

7.41

16.34

AR.DB.1020x2000

Ring Lock Bay Brace 1020x2000mm

7.40

16.32

AR.DB.880x2000

Ring Lock Bay Brace 880x2000mm

7.26

16.01

AR.DB.732x2000

Ring Lock Bay Brace 732x2000mm

7.14

15.74





AR.DB.3000x2000

Ring Lock Bay Brace 3000x2000mm

10.77

23.75

AR.DB.2500x2000

Ring Lock Bay Brace 2500x2000mm

9.74

21.48

AR.DB.2000x2000

Ring Lock Bay Brace 2000x2000mm

8.80

19.40

AR.DB.1500x2000

Ring Lock Bay Brace 1500x2000mm

8.00

17.64

AR.DB.1000x2000

Ring Lock Bay Brace 1000x2000mm

7.38

16.27





AR.DB.2400x2000

Ring Lock Bay Brace 2400x2000mm

9.55

21.06

AR.DB.1800x2000

Ring Lock Bay Brace 1800x2000mm

8.47

18.68

AR.DB.1200x2000

Ring Lock Bay Brace 1200x2000mm

7.60

16.76

AR.DB.900x2000

Ring Lock Bay Brace 900x2000mm

7.28

16.05

6.What is considerations of Scaffolding installation?

There must be a fire protection measures and specialist care, safety personnel patrol inspection when electricity, gas welding work on the scaffold,

(1) scaffold frontage hurtful to prevent falling objects protection is required.

(2) During take down the scaffolding, fencing and warning signs should be set up on the ground, prohibit others person besides the operator

Q: What would you like to ask?At what height do scaffolds have to be engineered?
At all heights...they are engineered as a system.
Q: Will the equipment based on the beam column and other structures, can not be poured once completed, should be set up civil construction or fixed?
So do the project budget review work, will help improve the design level and investment efficiency
Q: What is the most important safety hazard at the construction site?
2 Closed management some of the site door does not set the corporate logo to enter the construction site staff wearing a work card is not complete
Q: The name of the laws and regulations relating to the building, at least . The The
, Real estate and building regulations 1 Huadong City Real Estate Management on the promulgation of the month 5
Q: How to do a good job of typhoon during the mass transfer mobilization work
strong winds may blow down buildings, high-altitude facilities, easily lead to casualties
Q: Construction scaffolding erected what is the standard, there is no template can refer to it?
scaffolding load shall not exceed 270kg / m
Q: What is the vertical transport of construction and the high increase in fees
The vertical transportation fee is a special item in the construction industry
Q: I would like to know what the scope of responsibility for the construction engineering supervision is specific
The scope of project supervision responsibility should mainly cover two aspects: one must involve the project itself, the site management is different from the project management, the former is the contractor's responsibility, the latter is the responsibility of the supervision interval, and the project itself has nothing to do with the responsibility of the accident , If the accountability of enterprises or supervisors is not based on the responsibility Such as temporary construction, temporary electricity, erection of scaffolding, loading and unloading of various building materials, on-site transport equipment, etc, does not constitute the project itself, so even if the accident occurred, should not be held accountable or supervisory staff responsibility Second, it must involve the quality of the project, because the owner is the first person responsible for the quality of the project, the project supervision enterprises as a social intermediary service organization, its power, responsibility and obligation is derived by the owner commissioned by any supervision business can not exceed the owner commissioned Responsibilities and new powers and obligations Therefore, the supervision of enterprises not only to bear the corresponding responsibility for the quality of the accident, but also due to the quality of the accident caused by accidents, including accidents, including other accidents
Q: I'm still at school and if I got my scaffolding done at the start of the summer holidays it would have 6 weeks to heal, I would have to take it out once a week for 2 hours, would I experience any issues?
They take 9-12 months to heal and an unhealed piercing should never be removed. Yes, you would experience issues. It would likely close or shrink in size or if it somehow didn't then you could easily cause infection, irritation, prolonged healing, hypertrophic scarring...nothing you should be willing to risk. 6 weeks is far from being long enough.
Q: A man of mass 74.4 kg stands on a scaffold supported by a vertical rope at each end. The scaffold has a mass of 21.9 kg and is 3.9 m long. Suppose the man stands to the right from the middle of the scaffold that is a distance one sixth of the length of the scaffold. What is the tension in the right rope? b) What is the tension in the left rope? thanks in advance.
this could be a 2d concern. The moments approximately any factor interior the gadget would desire to stability, in the different case the gadget (scaffold) would rotate. additionally, the vertical forces would desire to stability, or the gadget (scaffold) would translate. it form of feels to me that to the superb from the middle of the scaffold it somewhat is a distance one 6th of the dimensions of the scaffold is comparable to saying 2-thirds from the left-edge of the scaffold. The moments could be summed approximately any factor. i will evaluate the left facet of the scaffold, the place the 2d produced by the left rope is 0. comprehensive M = 0 = scaffold M + guy M + suited rope M 0 = 23.7kg*9.8m/s^2*(3.1m/2) + 60.1kg*9.8m/s^2*(2*3.1m/3) - F*3.1m wherein: the scaffold is considered a factor mass located at its center the strain F acts opposite to the load of the guy and the scaffolding, and subsequently has -ve sign remedy for F. To get the strain in the different rope, you are able to basically evaluate the vertical forces interior the gadget. on the different hand, you should sum the moments approximately another factor (say, the superb rope). wish this permits.

Send your message to us

This is not what you are looking for? Post Buying Request

Similar products

Hot products


Hot Searches

Related keywords