• China wholesale construction formwork building material tie rod and wing nut System 1
China wholesale construction formwork building material tie rod and wing nut

China wholesale construction formwork building material tie rod and wing nut

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Loading Port:
Tianjin
Payment Terms:
TT OR LC
Min Order Qty:
10000 pc
Supply Capability:
10000 pc/month

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Quick Details

Model Number:

732690000





color:

black

material:

q235 45#

length:

6m

certification:

OEM

weight:

9kg

use in:

construction

packing:

bags





Packaging & Delivery

Packaging Detail:in box and pallet
Delivery Detail:10--15days

Specifications

It is used in construciton formwork accessory ! we have all kinds of tie rods 1m--6m

 

Company Information

Basic Information


Product/Service (We Sell):U-Clip,Rib Washer,D-Cone,Clamp  

Number of Employees:101 - 200 People  

Trade & Market


Main Markets:North America
South America
Southeast Asia
Eastern Asia

Total Annual Sales Volume:US$5 Million - US$10 Million  

Export Percentage:91% - 100%  

Formwork Cold Rolled Construction full thread tie bar tie rod
Related products: wing nut tie nut  
 

ItemDescription
MaterialQ235/45#
Size15mm/17mm 
Surfacenatural colour / electro galvanization
Loading capacity90KN to 180KN

Our Services

  

  


Our main products:B Form tie system,aluminum formwork Al pin/wedge pin,wedge bolt,x-flat tie,wall tie,concrete formwork pins&wedges,scaffolding coupler,U-clip,tie rod/wing nut and according to customer requirements to develop new products.


 


Q:Cantilever scaffold technical disclosure Find satisfaction free speed!!!
Fastener:(1) new fasteners shall have production licenses, product quality certificates and inspection reports. Old fasteners should be used before the quality inspection, there are cracks, deformation is strictly prohibited, the use of bolts must be replaced sliding silk. New and old fasteners should be anti rust treatment. Corrosion of fasteners and damaged fasteners timely repair replacement bolts. Bolt oil support easy to use.(2) the fastener and the joint surface of the steel pipe should be in good contact with the steel pipe, and the minimum distance of the opening should be less than 5mm. The fastener in the bolt was 65N.m, shall not be damaged.
Q:How to maintain the scaffold after use
Tool type scaffolding (such as door frame, bridge frame, hanging basket, receiving table) in the removal of the need to stop the maintenance and timely maintenance, and supporting storage.
Q:Want to rent the scaffolding in the county, you need to cast how much money
In addition, there are disc scaffolding and other accessories, so you can estimate how much you need to invest
Q:What is the mobile scaffolding materials
About looking for specific mobile scaffolding, I suggest you here to see the mobile scaffolding, mobile scaffolding here all, other parts of the mobile scaffolding, mobile scaffolding may not fully determine where is here, you can find the mobile scaffolding, mobile scaffolding because it is easy to find, but now is not the mobile scaffolding too hard to find. About looking for specific mobile scaffolding, I suggest you here to see the mobile scaffolding, mobile scaffolding here all, other parts of the mobile scaffolding, mobile scaffolding may not fully here,
Q:Where can I source scaffolding steel/aluminium planks with rubber end caps?I am having much difficultly finding anything, can you assist?Thank you in advance.
Maybe something like a window washers scafolding planks...?
Q:there is also shrubs and trees planted on the base of the wall and 14 feet from it
Scaffolding and Cherry picker is your best option.
Q:Hi(: My names Tasha, and I love piercings. (I have 8) And I want to get an industrial piercing(Some call it a scaffold). But my ear doesn't have a bend like most people do.I got my first four piercings done by a professional. But felt I was much more comfortable having my brother(22) do it. Since he's someone I know, and hes done piercings and stuff before.
This is why you need a pro. I can see where you should probably put a helix-to-helix industrial in that ear, but if yall can't see it, then I don't think you should be trying this, as neither of you have the experience a professional piercer does.
Q:When putting up old scaffolding, a mistake was made and it had to come down.Long story short, the connectors between the vertical and horizontal poles (which were hammered in) are stuck.Any ideas for getting them out?Thanks.
Heat the female connection with a torch. The outer connection will expand from the heat. Heat the connection hot enough not to touch but not cherry red. Put a pipe wrench on male side of tubing where its is cool and tap wrench with a hammer and it will come apart. If possible lay the scaffold on its size for better leverage.
Q:how did they turn the cells into a polymer for the heart scaffold ?
May have misunderstood. The heart is gently stripped of cells by using a detergent - this leaves the extracelllular matrix - a polymer of collagen - inert and insoluble. New cells (stem cells) will then be added to the structure to repopulate it with living heart muscle which gain coordination and structure from the matrix.
Q:If you have two workers say standing on a scaffolding, their are downward forces from the weight of the workers along with the weight of the scaffold, and upward forces from tension suspending the scaffolding in place. The opposite forces add to zero and thus the scaffolding remains at rest.My question has to do with what would occur if more/less workers were on the scaffolding. It appears to me that the scaffolding would always remain at rest. Would there always be a ΣF=0 regardless of the amount of workers? As the decreases in weight from removing a worker would also cause the tension force to be weaker? And vice versa if there were more workers?I
You are correct so long as the scaffolding is not allowed to move. I.e. the cables suspending it are locked and not unwinding from their spools as more workers get on. More weight added would necessarily increase the tension in this type of case. However, if, when another worker got on and the tension could not increase for what ever reason, a downward acceleration would take place that is proportional to the worker's weight. Hope that clears things up.

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