• Double cage material hoist SC200/200G System 1
Double cage material hoist SC200/200G

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


Q: What is the foundation beam template
The template based beam should be the construction is not based on beam design has been explained, but the quota is a little different, the beam bottom cushion or other basis should be the beam, it should be suspended under the general frame or beam. The difference is that the two side support and the three side support.
Q: I only see the span is greater than 4M of the beam arch height is 1/1000~3/1000, if that is 5m, 8m, 12M, 16m and even assuming 20m, the supply is only 1/1000~3/1000????
1, in order to prevent the concrete weight and construction load to other beam and plate template pendulous; if there is no design provisions, the arch height is the length of the cross beam and plate 1/1000~3/1000; (general wood template for 1.5/1000~3/1000; steel template for 1.5/1000~2/1000.)
Q: What is a large volume template? How much is the cross section of the beam, belonging to the large volume template?
According to the "dangerous method" sub project safety management of the construction quality of [2009]87, the height of more than 5m, the total construction loads greater than 10kN/m2, or the template support system concentrated line load greater than 15kN/m to prepare special construction scheme
Q: What is the meaning of the steel beam overhead on the top of the beam formwork
Because the carpenter is generally the template will be good, so that there is no reinforcement steel reinforcement
Q: The area of the beam template = (both sides of the high and low beam) * beam lengthWhat do you mean by the two words in the brackets?
Calculation of contact area between concrete and formworkPillar: circumference multiplied by the column height, from the pile or board surface of a first floor surface, non beam plate count to the bottom of the column cap
Q: Beam column plate template how to calculate the need to deduct what part?
Plate under the formwork and then if there is a beam under the board, then the beam and the plate side of the area to cut off the sideDo not understand the words can continue to ask
Q: Beam plate with a few face template
The beam of the beam plate is made up of 3 face plates, a bottom die and two side moulds
Q: I would like to ask the template support system Liang Xiaoliang Ban Xiaoliang refers to what
High formwork concrete beams are usually large in size, gravity load, plan people sometimes use 50 x 100 (width * height) wood brace, called Liang Xiaoliang, a thin concrete slab gravity load is less, with 30 * 80 mu Fang, challenge the small beam. According to the different rib beam floor plan, good people, they try to use the same specifications of the wooden architrave, there is no Liang Xiaoliang, small plate beam, just calculate book Liang Xiaoliang, trabecular plate.
Q: How to control the elevation of the beam bottom and the axis position
Above the control points on the scaffold steel pipe before supporting formwork
Q: The main floor beam template installation should pay attention to what?
See the technical disclosure records, the main operating process1) according to the axis of the 500mm line and the horizontal elevation control line on the concrete cylinder.

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