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System of rigid unions standardized for metallic structures of buildings by means of the utilization of pieces of standard union


 

What is obtained

 

      It transforms the structure of the building into a game to mount.

 

      It increases the inflexibility of the structure in spite of using more light profiles with notable saving of material.

 

      It does not produce arrows and takes advantage of the material to the maximum that is employed at condition state semi rigid.

 

      The process of mechanization in workshop is minimal and in some cases unnecessarily.

 

      The assembly screwed in work is rapid and easy to execute.

 

      The structural design is simple when equaling itself the types of union that resist but that the bars. The calculation is very simple and within reach of any professional. (See Image)

 

Description

:

      The structure of the building consists of:

  • The metallic profiles: The types H and I standard

  • The elements of union: screws of high resistance

  • The prefabricated units for the connections.

      These are the main innovating element of the system because it makes possible the standardization of the solutions and its fast application, which can get considerably to reduce to the use of manual labor and time in the process.

 

Characteristics of the element that is introduced for the execution of the unions

 

      It is an element that gives rigidity that is placed between the wings and the soul of profiles H to both sides of he himself. Its basic form is in U or tubular. (See Images)

 

       

 

      By means of this piece a remarkable degree is obtained that “rigidity” in the system to transmit flexible moments to the other bars of the knot, as much in the plane of the porch like in the cross flow plane to this one, and its length is the necessary one to be able to connect to the union the variety of profiles used in the market.(See Image)

 

 

      In order to place the piece in its place, a subjection to the profile takes to end base that “positions it” in the suitable place, whereas the connection of the other profiles is made by means of the use of plates of anchorage welded to the profile or “plates of head” that are connected to the knot by means of some of the types of existing screws in the market, but the greater effectiveness is obtained with the pre-stressed ones of high resistance. (See Image)

 

 


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