Foundation project for UESC
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Working project for the construction of a foundation for the installation of a condensate collection tank KS.
The top of the racks for the tank (the supporting surface of the paws) is taken as the relative mark of 0.000, which corresponds to an absolute mark of 54.60.
Backfill the pit sinuses with local loamy soil at optimum moisture content in 20 cm layers with layer-by-layer compaction using heavy rammers to ksk.=1.65 t/m3. The thickness of the compacted layers and the optimum moisture content are determined empirically.
File format: dwg, tif (AutoCAD 2010 is not editable)
Note: the original *.tif files must be in the same folder with the *.dwg project file
Download the file "Foundation project for UESK" >>>
Tags: gas compressor station, UESK
The top of the racks for the tank (the supporting surface of the paws) is taken as the relative mark of 0.000, which corresponds to an absolute mark of 54.60.
Backfill the pit sinuses with local loamy soil at optimum moisture content in 20 cm layers with layer-by-layer compaction using heavy rammers to ksk.=1.65 t/m3. The thickness of the compacted layers and the optimum moisture content are determined empirically.
File format: dwg, tif (AutoCAD 2010 is not editable)
Note: the original *.tif files must be in the same folder with the *.dwg project file
Download the file "Foundation project for UESK" >>>
Tags: gas compressor station, UESK