Electro Galvanized Solid U-Head Jack M32x600mm/150x120x50x5mm CNBM

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5000 pc
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30000000 pc/month

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Product Description:

  • Description of Electro Galvanized  Solid U-Head Jack M32x600mm/150x120x50x5mm 

  • Material :Q235

  • Size :M30, M32, M34, M36, M38, M48

  • Surface treatment :Painted, Electro Galvanized, Powder Painted, HDG


  • Painted Solid Base Jack  M30x400MM/120x120x4mm Futures:

  • Electro Galvanized  Solid U-Head Jack M32x600mm/150x120x50x5mm CNBM

  • Electro Galvanized  Solid U-Head Jack M32x600mm/150x120x50x5mm CNBM

  • Scaffold Adjustable Screw Jack with threaded bar and Cast nut, adjustable to 600mm, designed to fit inside a Standard / Vertical pole to support the load from a standard, and which, in conjunction with a thick baseplate, is used for levelling of Scaffold purpose.

  • We offer the following base jack for scaffolding:

What are the advantages of your products?

  • Experience: over ten years in scaffolding manufacturing.

  • Quality: Certified by SGS, BS1139, EN74, Local Test Report.

  • Price: Moderate, Reasonable.

  • Service: Friendly and Responsible. OEM service is available.

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Q:Disc scaffolding and bowl buckle scaffolding which kind of bridge support better?
Characteristic1 Multi function. According to the specific requirements of construction, can be composed of multiple 0.6m module group frame size and load of single row, double row scaffolding, supporting frame, supporting the construction of equipment to enhance the function of frame columns, and other materials, and can do curve layout. Scaffolding can be adjusted with the bottom of the support, adjustable upper support, dual adjustable early demolition, pick beam, pick up the rack and other accessories with the use of various types of steel scaffolding can be used in conjunction with each other to achieve a variety of multi-functional
Q:Cantilever beam type scaffolding can not exceed the maximum number of not married
Cantilever scaffold cantilever beam fixed method is as follows:1, the floor in the rebar at the same time, the embedded two door shaped clamp, each clamping hoop is composed of 2 14mm grade steel made a root diameter, the first door shaped clamp from the wall 450mm, second door shaped clamp from the other end of the 350mm, the door shaped card hook stirrup slab reinforcement, to meet the requirements of the anchorage the cantilever beam, door shaped clamp is inserted in the middle, but also with a fixed electric welding.
Q:Do you have to have a certain ear shape for Industrial/Scaffold Piercings?
Only a professional piercer can decide if your ear can handle and industrial piercing. Consultations are free and I highly recommend booking one before you get the piercing. Mine was $70, but my regular piercer does them for $50. It just depends on what shop you go to.
Q:Do I twist my scaffold piercing?
Why are you using Claire's crap? You need to be doing sea salt soaks twice a day for 5-10 minutes each soak with 1/4th of a teaspoon of non-iodized sea salt to 8oz of hot water. Don't twist them as that drags in crust and bacteria and tears up the inside of the piercing. Stop trying to pick stuff off from your ear and go have a reputable piercer check out the scabbing, it could be crust it could be something wrong. If your piercer didn't tell you to do sea salt soaks to keep it clean go to a better piercer.
Q:The basic form of external scaffolding
The limit pin of the upper bowl buckle and the upper bowl buckle is arranged on the steel pipe upright rod according to the 60cm distance, wherein the lower bowl buckle and the limit pin are directly welded on the vertical rod. When the utility model is assembled, the notch of the upper bowl buckle is aligned with the limiting pin, the cross rod joint is inserted into the lower bowl buckle, and the upper bowl buckle is pressed and rotated. Bowl buckle joints can be connected at the same time 4 bars, can be perpendicular to each other or deflect a certain angle.
Q:i wanna ask regarding scaffold to any structural/civil engineer?
It is a work safety issue. Past experience has shown that scaffolding sometimes gets modified by unqualified people (or weather) resulting in injury or death.
Q:Topic?Scaffolding construction program how to doSpecial construction scheme
6, the vertical bar is arranged, it is necessary to consider the distance between the horizontal bar. The general spacing should not be greater than 1.5 meters (through the calculation of the pressure bar instability spacing);7, pay attention to the level of the rod near the ground and the top of the surface must have a rod (some people do not think this is necessary, but often up and down instability is difficult to insurance);8, the longitudinal brace configuration, with full support from top to bottom bracing will cross 45 degrees continuous configuration, intermediate cannot disconnect (i.e. a brace from the top to the ground, the middle long); brace configuration based on experience, but also can be calculated (using coplanar force system, theoretical mechanics learned);9, lateral bracing configuration, the same as the vertical;10, considering the load loading calculation of concrete three days is enough, if the concrete two times, loading unnecessary all add up, because the first pouring concrete general solidification, not the calculation of the load, favorable.
Q:How long after getting an industrial/scaffold ear piercing does it stop hurting?
go the the dr or you piercer
Q:21M high full scaffold erection scheme
2 should be based on the results of the inspection to improve the construction organization design of the demolition of the order and measures, approved by the competent authorities before the implementation;3 removal of debris and ground barriers on the scaffold.4.2 removal of scaffolding, should meet the following requirements:
Q:Seeking for the safe construction scheme of mobile scaffolding!
All kinds of scaffolding engineering construction programGeneral requirements for 5.2.1 scaffolding settings and use general requirements for scaffold framing and setting requirementsThe design of the frame of the scaffold shall take full account of the requirements for the use of the project, the various conditions and factors for its implementation, and shall comply with the following requirements:Frame dimensions

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