• TCT5013 (6T) Topless Tower Crane From CNBM System 1
  • TCT5013 (6T) Topless Tower Crane From CNBM System 2
  • TCT5013 (6T) Topless Tower Crane From CNBM System 3
  • TCT5013 (6T) Topless Tower Crane From CNBM System 4
TCT5013 (6T) Topless Tower Crane From CNBM

TCT5013 (6T) Topless Tower Crane From CNBM

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Loading Port:
China main port
Payment Terms:
TT OR LC
Min Order Qty:
1 set
Supply Capability:
1000 set/month

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Specification

Maximum Lifting Weight:
6
Maximum Lifting Height(M):
200m
Rated Loading Capacity:
6
Span:
70
Rated Load Moment:
70

Product Description:

The 6t climbing building construcion tower crane construcion tower crane in china features stable operation and reliable management due to the adoption of various advanced technologies. It is configured with diverse devices like the hydraulic self-propelling device, frequency converting slewing device and a series of reliable safety devices like hoisting height limiter, slewing range limiter and multifunctional limiter. It is thus easy for this heavy lifting equipment to control the hoisting capacity, load moment and trolley traveling range more precisely. Additionally, multiple electric safety devices such as anemoscopes and obstacle lights effectively prevent the breaking of trolley axles and wire ropes.

 

The PLC (Programmable Logic Controller) adopted by our aerial equipment can timely diagnose the cause of breakdowns. The frequency converter easily realizes continuously variable speed regulation and greatly improves the stability, reliability, and operability of the control system as well as the work efficiency of the flat top tower crane. In addition, the electric components are introduced from world-class enterprises including Omron, YASKAWA, Schneider (TE) and MEAN WELL. They ensure a low failure rate of the electric control system.

Main Product Features:

1.       Widened equipment capacity and working scope.

2.       Suitable for the groups of tower cross framework.

3.       Noise relief stability with and combination amplitude range.

4.       Can sustain height adjustment for occasional exceptional height construction procedures.

5.       Large weight capacity, effectively solving high steel structure construction lifting capacity requirements.

 

Product Specifications:

Minimum Order Quantity:

1 set

Unit:

set

LoadingPort:

Chinamain port

Supply Ability:

1000 set/month

Payment Terms:

TT OR LC

Package:

set

 

 

 

 Product Images:

QTZ5013A Tower Crane QTZ5613 Used Tower Crane

QTZ5013A Tower Crane QTZ5613 Used Tower Crane

QTZ5013A Tower Crane QTZ5613 Used Tower Crane

QTZ5013A Tower Crane QTZ5613 Used Tower Crane

QTZ5013A Tower Crane QTZ5613 Used Tower Crane

QTZ5013A Tower Crane QTZ5613 Used Tower Crane

tower crane Specifiction

QTZ5013A Tower Crane QTZ5613 Used Tower Crane

FAQ:

1.How about the shipment?

You can put 2 sets of of wheel loaders in one 40HQ container. The spare parts are packed with boxes.

The delivery time is 20 days.

 

2. What about your service?

We have our factory, we can meet customers needs as soon as possible.

We have first rate professional technology and provide good after-sales service.

 

3.After Sales Service

We offer the Preventative Maintenance and After Sales Service. For we strongly feels about the importance of supporting our customers and the product solutions we provide. Consequently we offer comprehensive maintenance options to prevent equipment issues before they become problems. Also we offer one year guarantee period.  


Q: Is Fireplace Crane a modern term for the swing-out metal arms that hang over a fireplace for cooking? e.g. like in dutch ovens or pots/cauldrons that hang over a fire.It sounds like a more modern term and I need to know if there is an older term. Thanks.
Apparently that IS what they were called. Who knew? I would have guessed something a little more poetic like Dragon's Tail because it's long and straight, swings on a pivot and frequently has notches along to top for latching the bails of cooking pots and the like. Crane sounds so... so... ordinary.
Q: I have a vessel 40 feet off the ground in a platform, and the crane can get to within 30 feet of it (from the side). I'm more curious of the process for sizing them though.
It okorder and view some of the product guides and review the performance data and load charts. It also depends on what type of support soil or foundation that is capable of supporting the crane.
Q: Calculate the work the crane performs.
Crane work = weight to be lifted x 6.95 m Weight to be lifted = 2.75x10^3 N + 1.20 m^3 (2.00 x 10^3 kg/m^3) (9.8) = 2750 + 23520 = 26270 Therefore, Crane work = 26270 x 6.95 = 182576.5 J
Q: For example, self lifting tower crane mounted to 10 meters or 2 floor use. How do you install the third floor now? Is it necessary to remove the crane?. Then add the length of the steel frame on the base seat, and then install the crane above him If so, then 2 cranes are needed. But how is another crane installed?Ask you experts on the construction site of self lifting tower cranes how to install?. Do you use hydraulic jacks like car jacks?
Looking for technical personnel to install, you fuck what heart?.
Q: Cranes nowadays are MASSIVE! but something that has been bugging me for ages is how do they get the massive crane bit at the top down once they have finished constructing the skyscraper/building?
After this the crew uses a mobile crane to assemble the jib and the machinery section, and places these horizontal members on an approximately 40 foot mast that consists of two mast sections. The mobile crane then adds the counter weights. The mast which is a large triangulated lattice structure typically 10 feet square then rises from this firm foundation. This triangulated structure gives the mast the strength to remain upright. The tower crane rises to its maximum height by using one mast section at a time, the crew uses a top climber that fits between the slewing unit and the top of the mast. This is done by hanging a weight on the jib to balance the counter weight. The crew then detaches the slewing unit from the top of the mast, this is done by using large hydraulic rams in the top climber to push the slewing unit up to 20 feet. The crane is then used to lift another 20 foot mast section into the gap opened by the climbing frame. Once bolted in place the crane gains a height of 20 feet. This process is reversed once the building is finished and its time to dismantle the crane and as stated earlier a smaller crane is used to dismantle the tower crane except the mast which is dismantled by the crane itself
Q: Has anyone made 1000 origami cranes and made a wish? Just wondering
Yes. Also, after the atomic bombs were dropped on Japan, a girl with radiation poisoning tried it, but died after making six hundred and odd cranes. Make of that what you will.
Q: What is the difference between lifting height of tower crane and independent height?
Of course there is a difference. Independent height refers to the highest height of tower crane in its free state. Lifting height refers to the height of actual tower crane design.
Q: Do some schools of hung gar only teach (or focus on) the tiger crane form?
One of the Hung Gar Grandmaster Wong Fei Hung's disciples, Lam Sai Weng started a school with a focus on Tiger-Crane Paired Form, and he named the school, Tiger-Crane, Fu-He M'en. The Tiger-Crane Paired Form is a popular taolu within the Hung Gar system, however, the taolu of Wong Fei Hung incorporated techniques from the Lama School (a popular CMA system during the later Ching Dynasty period), and the Buddha-school, to extend the movements to 108. Thus, there are variations in this taolu, as well as the syllabuses amongst the Hung Gar fraternity. The Tiger-Crane taolu is just one form within the Hung Gar school, and the syllabus includes other forms and weaponry. Another taolu, the Taming the Tiger Fist is said to be the source of the Tiger-Crane Paired Form.
Q: Does anyone have any info on John B. Crane?
Do you mean the Lecturer John B. Crane of the Redpath Chautauqua Collection? Thats the only one I know.
Q: I am looking for guidance on determining the optimal design parameters for the design of an overhead travelling crane when considering a span of 60m and a lift requirement of 2500Tonnes. If not possible what would be the maximum lift for the same span
Is this for a nuclear power station? If 2500 Te and 60m really are the specified loads and span then it is likely that it will be used very seldom. In theory you can design for any load to be lifted but maintenance on a crane system that is used once a year (10 years?) is a real problem. The main items to consider are: Availability of winches and bogies which then dictates running beam and rail sizes. For the spanning beam several alternative sizes needed to be designed and then costed. It will be not just weight but transport costs that determine the most efficient sizes The overall height of the crane will then determine the required roof height assuming that the crane is under cover. For comparison the Harland and Wolf cranes in Belfast called Samson and Goliath can lift 840 Tonnes each. Overall design needs to consider speed of travel, acceleration and deceleration rates and a host of other things.

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