Why would you use stainless steel lifting sockets in precast concrete elements? - precast concrete retaining walls
We build 128 buildings with precast walls consist mainly of freight (excluding columns) and hollow slabs. The figures say that all elements should be embedded in precast concrete, steel stainless. The precast concrete manufacturer, said that SS is not needed for lifting cylinders, because the plans only for the lifting of steel used and therefore no stainless steel, carbon - has the same goal.
Wednesday, January 13, 2010
Precast Concrete Retaining Walls Why Would You Use Stainless Steel Lifting Sockets In Precast Concrete Elements?
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5 comments:
As many times by these types of questions in my career, I think it is a case in which the person writing the specifications do not think that the networks in the indication of stainless steel inserts.
Now, the vendor asks for help on this issue and may decide not know the intentions of the original specification for the lifting sockets. Since it is in the specification and the seller probably does not make exception for now is now faced with costs that are not in your offer and the buyers do not want comfort.
If this were my project, I ask the author of specifications for an explanation of the necessity of "lifting" of steel and if they find a good explanation, I will let the seller Off The Hook.
As many times by these types of questions in my career, I think it is a case in which the person writing the specifications do not think that the networks in the indication of stainless steel inserts.
Now, the vendor asks for help on this issue and may decide not know the intentions of the original specification for the lifting sockets. Since it is in the specification and the seller probably does not make exception for now is now faced with costs that are not in your offer and the buyers do not want comfort.
If this were my project, I ask the author of specifications for an explanation of the necessity of "lifting" of steel and if they find a good explanation, I will let the seller Off The Hook.
As many times by these types of questions in my career, I think it is a case in which the person writing the specifications do not think that the networks in the indication of stainless steel inserts.
Now, the vendor asks for help on this issue and may decide not know the intentions of the original specification for the lifting sockets. Since it is in the specification and the seller probably does not make exception for now is now faced with costs that are not in your offer and the buyers do not want comfort.
If this were my project, I ask the author of specifications for an explanation of the necessity of "lifting" of steel and if they find a good explanation, I will let the seller Off The Hook.
As many times by these types of questions in my career, I think it is a case in which the person writing the specifications do not think that the networks in the indication of stainless steel inserts.
Now, the vendor asks for help on this issue and may decide not know the intentions of the original specification for the lifting sockets. Since it is in the specification and the seller probably does not make exception for now is now faced with costs that are not in your offer and the buyers do not want comfort.
If this were my project, I ask the author of specifications for an explanation of the necessity of "lifting" of steel and if they find a good explanation, I will let the seller Off The Hook.
Do you want next to buildings in the future? The reuse of products in a new place or another destination? Long after the delay elements are made with the moving elements before taking the last meeting? Then keep the stainless steel lifting points for future use at a reasonable price. Once the building remained until its destruction, then it makes sense to use other than C-steel.
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