Double cage material hoist SC200/200G

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Loading Port:
Shanghai
Payment Terms:
TT OR LC
Min Order Qty:
1 set
Supply Capability:
100 set/month

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Quick Details

  • Condition: New

  • Place of Origin: Guangdong, China (Mainland)

  • Brand Name: TW

  • Model Number: SC200/200G

  • Rated Loading Capacity(kg): 2*2000kgs

  • Hoisting Speed: 0-96m/min

  • Max Lifting Height: 500m

  • Dimension(L*W*H): 3.2*1.5*2.1m

  • Loder Weight: 2*2000kgs

  • After-sales Service Provided: Engineers available to service machinery overseas

  • cutomized: color

  • cage inner size: 3.2*1.5*2.1m or customized

  • mast size: 650*650*1508mm

  • frequency inverter: yes

  • safety device: SAJ50-2.0

  • motor: SEW from Germany

  • voltage: 380V/415V or customized

  • inverter power: 2*110V

  • motor power: 2*3*18.5kw

  • counter weight: no


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Q:When the height of the beam is large, the reinforcement of the beam is bound on the bottom of the beam
When the beam height is large, the beam of the steel beam in the bottom of the bundle, which means that the beam of the overall weight of steel, in the Liang Dimo binding, and then seal the side template, and then pouring concrete
Q:What is the wire mesh in front of the foundation beam
Wood can be used, but the surface is relatively smooth, after pouring, the bond will be worse; in this way, the construction is more convenient, leaving the rough concrete surface.
Q:How to calculate the intersection of rectangular column and beam
Plate and beam plate:(1) the calculation of the area of beam and plate according to the area of beam and plate;(2): high beam plate girders according to the amount of height of sheet thickness calculation;(3) a long beam plate girders: beam to column connection, the length of the beam to column side; girder transfer, beam to beam side.(4) the calculation of the area of the plate and column cap without beam(5) the area of the beam connection is not deducted, and the beam head area is not increased
Q:Calculation of beam and column formwork
Calculate the area between the axis, into the wall of the plate into the area of the plate, and then deduct more than 0.3 of the hole, that is, the area of the beam plate
Q:What are the middle and side beams in the T beam template?
Sandwiched in the middle for the [beam] and close to the abutment of a span [edge] the rest of the [medium]
Q:A set of 50 m T beam steel template weight
So as to complete the precast beam and slab
Q:Cast in situ floor and girder formwork can be removed a few days?
If it is summer side touch about 5-7 days is not a problem, the floor of the bottom mold principle that needs to be kept until the floor block to achieve strong design. After the test block strength test qualified to dismantle the bottom mold testing stations in concrete, but in the bottom die and the support under the premise of more than 7 days can be started in the above line ready on a layer of formwork, about 10 days can start pouring a layer of concrete.
Q:Calculation of the area of beam formwork
Beam: beam length multiplied by the end of the beam and 2 times the length of both sides, the beam length to the side of the column, the wall side, the second beam to the main beam side, the outer part of the calculation of the center line, according to the calculation of the internal part of the net long linePlate: the column, beam, 0.3 square meters outside the hole area
Q:How to support 6m arc beam template how to set up?
If you use a supporting beam of radian template, the bottom surface made of a whole block template (template block with good reinforcement, pouring backwater) after dismantling the entire arc shape template on the line; if the second half of the same radian can do a whole half arc template do the bottom die.
Q:Beam plate with a few face template
The bottom die and the two side die, the height of the side plate with the height of the plate thickness

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