11.07.2015 Views

12th International Symposium on District Heating and Cooling

12th International Symposium on District Heating and Cooling

12th International Symposium on District Heating and Cooling

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

The <str<strong>on</strong>g>12th</str<strong>on</strong>g> <str<strong>on</strong>g>Internati<strong>on</strong>al</str<strong>on</strong>g> <str<strong>on</strong>g>Symposium</str<strong>on</strong>g> <strong>on</strong> <strong>District</strong> <strong>Heating</strong> <strong>and</strong> <strong>Cooling</strong>,September 5 th to September 7 th , 2010, Tallinn, Est<strong>on</strong>iaThe axial stiffness in the pipe was tested in three ways.Fig. 10 describes the three arrangements for applyingthe load in the tests, (a) the applied load acts <strong>on</strong> thewhole cross secti<strong>on</strong>, (b) the applied load acts <strong>on</strong> <strong>on</strong>lythe steel pipe <strong>and</strong> (c) the applied load acts <strong>on</strong> the outersteel net including the pipe casing. The arrow in thefigures indicates the directi<strong>on</strong> of the load.2.5 Leak test of the pipe casingTo discover moisture or even water in the insulati<strong>on</strong>,there are different indicators <strong>on</strong> the market.The typical indicator system used in Gothenburg is theso called Nordic System. The Nordic System is asystem which is using two naked cupper wires insidethe insulati<strong>on</strong> al<strong>on</strong>g the pipe at 10 am <strong>and</strong> 2 pm.(a)(b)(c)The casaflex pipe uses the Hagenuk System. Thatsystem uses three wiresa) Ni Cr,b) Cu, insulated <strong>and</strong>c) Cu, not insulated.165In this test different pipes <strong>and</strong> different systems werec<strong>on</strong>nected. The Ni Cr wire in the Hagenuk System wasleft disc<strong>on</strong>nected.90 140Fig. 10 Three types of arrangement for applying the loadfor test of axial stiffness.2.4 Pipe prol<strong>on</strong>ging while pressurizingA casaflex pipe does not exp<strong>and</strong> because of thethermal load. It is self compensating. But because ofthe geometry of the media pipe it exp<strong>and</strong>s when it getspressurized. On the other h<strong>and</strong> the multi layer barrierfoil in the pipe holds the expansi<strong>on</strong> back. Because thepipe is flexible, it will still be able to exp<strong>and</strong>, but <strong>on</strong>lyuntil the multi layer barrier foil stops the expansi<strong>on</strong>.To see how much the pipe exp<strong>and</strong>s because of thepressurizati<strong>on</strong>, a distance indicator, Hilti PD4, was fixed<strong>on</strong> the pipe before it was installed <strong>and</strong> pressurizedwhile it was still <strong>on</strong> the ground. The distance wasmeasured three times against an ir<strong>on</strong> angle which alsowas fixed <strong>on</strong> the pipe. After the pressurizati<strong>on</strong> thedistance was measured again three times.The resistance was measured with an ordinary ohmmeter, BM 400.The pipes were also three times tested with a, Statemeter, Time Domain Reflectometer (TDR) fromStateview.2.6 Test of degree of compacti<strong>on</strong> of the streetTo get the permissi<strong>on</strong> from the road owner to do thistest in the street there were certain st<strong>and</strong>ards to follow[5] <strong>and</strong> [6].Before the asphalt could be put <strong>on</strong> the shaft there wereto be some tests of the degree of compacti<strong>on</strong> of thestreet with certain limits. It is a German test that is alsoused in Sweden [7]. Basically the soil gets compressedwith a known load over a known area <strong>and</strong> <strong>on</strong>emeasures the Young‘s modulus Ev for the soil twotimes. The dem<strong>and</strong>s were that;a) E v2 / E v1 < 2,8b) E v2 > 50 MPac) At least 4 out of 5 tests should be correct.Fig. 11 Left; Fixed distance indicator, Right; Fixed ir<strong>on</strong>angle.To see with which force the casaflex pipe wasexp<strong>and</strong>ing, the following equati<strong>on</strong> was used:F p = PA (1)Where Fp is the prol<strong>on</strong>ging force [N], P is the internalover pressure [Pa] <strong>and</strong> A is the maximum inner area ofthe pipe [m2].Fig. 12 Test of degree of compacti<strong>on</strong> of the street2.7 Visual c<strong>on</strong>trol of the surface of the streetAs an extra precauti<strong>on</strong>ary measure, the street wasoptically inspected every m<strong>on</strong>th through a year. Duringthe first m<strong>on</strong>th, the street was inspected every week.And there was an extra inspecti<strong>on</strong> in spring in order to99

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!