Prior considerations
When selecting the type of joint, the following factors (among others) will be taken into account: the external and internal stresses, the rigidity of the support bed and the diameter of the pipes. In the connection points between pipes or between pipes and manholes, it must be ensured that:
The types of gaskets used in reinforced concrete piping must comply with the specifications set out in standard UNE 127,010. The ASTM standards and some tender documents for public bodies also indicate additional specifications for rubber gaskets.
Assembly of the rubber gaskets
Sliding gaskets
The sliding gaskets are fitted in their final position resting on a tiered spigot or in a groove made in it. They seal the joint by compression and sliding thanks to a lubricant applied to the bell and spigot.
When fitting the sliding gaskets you must:
Rolling gaskets
They are fitted on the edge of the spigot and the seal is the result of compression caused by its rotation, produced by a progressive reduction of annular space between the spigot and the bell. During the process of fitting the pipes together, lubrication is not recommended. The weakness of this type of gasket is that its requires meticulous approach and concentricity of the pipes. Going back is not possible because it comes off easily as it is placed on the edge of the spigot. Similarly, as it is not placed in its final position it can be installed unevenly in the spigot of the pipes, leaving some areas more compressed than others. For this reason this type of gasket is being replaced by sliding gaskets.
Precautions:
All the concrete pipes must be assembled taking certain basic precautions:
For the joint to be correctly connected and watertight, the pipe you are adding must be suspended and concentric with the pipe that has already been installed. This decreases the installation stresses and the likelihood of damaging the pipe during the process. The parts of the pipes that will be in contact must be in perfect condition, clean, and dry if rolling gaskets are used or lubricated if sliding gaskets are used.
Pipes with small diameters can be suspended with the same equipment used for lowering them into the trench; handles or mechanical levers can be used to overcome the connection forces.
These tools, depending on the design of the piping or the diameter of the pipes, may be insufficient or incapable of producing enough force to overcome the resistance during the process of joining the pipes. This is why, generally, they are used for pipes with nominal diameters of 600 mm or less.
Other better tools for the installation of these pipes with small and medium diameters are hydraulic hoists, as they reach a greater power which generally enables them to connect pipes with nominal diameters of up to 600 mm.
If you do not have access to these elements, these pipes have traditionally been assembled using winches (see Figure). The essential precaution that must be taken is that the traction does not deviate or impede the concentricity and alignment of the pipe.
From nominal diameters of 800 mm, a pipe connector specially designed for assembling pipes with large diameters can be used.
This type of tool can be used to assemble pipes with nominal diameters of up to 3,000 mm, the maximum diameter set out in the standard UNE 127,010 for reinforced concrete piping.
Another system for assembling pipes with large diameters (nominal diameters from 800 to 3,000 mm) consists of including special hooks in the pipe during manufacture. These pipes are installed using installation chains secured to the hooks.
A real alternative to the above assembly methods for pipes with large diameters consists using of factory-drilled pipes. An anchoring bar connected to a winch is placed in this hole while the bar of the pipe that is going to be fitted keeps the pipe suspended for correct alignment (see figure).
Finally, if there is a concrete floor, the pipes can be fitted using forklifts.
See figure
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