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6.1. ERMUSR 11-17-2009
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6.1. ERMUSR 11-17-2009
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I~ <br />,, <br />Daniel 1. Zienty is eviih Short Elliott <br />Hendrickson (www.sehinc.com). <br />St. Paul. Minn. <br />Z <br />0 <br />a <br />study incorporated variations to the stud- <br />welding and bolting fastening sequence <br />and tested five sample bracket attachment <br />methods in a controlled environment that <br />simulated typical exterior exposure: <br />® Panel 1, stud-welding a painted <br />bracket to the tank ~~ith a neoprene <br />gasket between components <br />® Panel 2, stud-welding a painted bracket <br />to the tank with silicone caulk around <br />the edges <br />® Panel 3, bolting a painted bracket <br />to the tank with a neoprene gasket <br />between components <br />® Panel 4, bolting a painted bracket to <br />the tank with. silicone caulk around <br />the edges <br />v Panel 5, seal-welding a painted bracket <br />to the tanl: <br />The study used five steel plates, mea- <br />suring 12 in. by 20 in. by '/ in., to simulate <br />the tanl: surface and five steel attach- <br />ment plates, measuring 6 in. by 8 in. by <br />'/ in., to simulate the attachment bralc- <br />ets. Panel plates were prepared. in a shop <br />em~ironment following standard specifica- <br />tions for AWW'A Standard D102-06 Coat- <br />ing Steel Water-Storage Tanlcs. Two coats <br />of atwo-component epoxy were applied, <br />followed by one coat of atwo-component <br />aliphatic polytu•ethane. <br />In addition, shop and field surface- <br />coating specifications were incorporated, <br />inluding surface preparation of the bare <br />metal according to Society for Protective <br />Coatings (SSPC) painting manual specifi- <br />cations for cleanliness (2-3 mil profile), <br />followed by application of prune and <br />intermediate coats of epoxy (4-6 mils dit) <br />and a finish coat of polyurethane (2-3 <br />mils dit) based on compatibility with the <br />tank's existing coating system. Inspections <br />were conducted by a National Association <br />of Corrosion Engineers-certified. inspec- <br />tor during each phase of the process. <br />Panels 1 and 2, Stud-Weld Attachment. <br />For assembly, the 12-in. by 20-in. by 'L;-in. <br />plates were marked. for stud location, and <br />spot areas were ground down to expose <br />bare metal. Studs were shot in two loca- <br />tions, and bare areas were touched up <br />with aspray-on cold galvanizing product. <br />Attachment plates were fastened using <br />nylon washers, followed by stainless <br />steel and. lock washers and stainless nuts <br />(Grade F593C). Panel 1 was assembled by <br />placing a neoprene gasket between the <br />two plates prior to fastening. For Panel 2, <br />the two plates were in direct contact with <br />a bead of silicone caulking placed around <br />the edges to provide a seal. <br />Panels 3 and 4, Bolt Attachment. <br />Assembly of Panels 3 and 4 required <br />drilling holes in the base of each metal <br />plate in two locations each. Each hole <br />was mechanically cleaned to remove any <br />burrs or sharp edges. The bare meta} was <br />then sprayed with a cold galvanizing <br />product. Panel 3 was assembled by plac- <br />ing aneoprene gasket between the two <br />plates prior to fastening. For Panel 4, the <br />two plates were in direct contact with <br />a bead of silicone caulking around the <br />edges to provide a seal. Grade A325 bolts <br />and washers were used for fastening in <br />the same sequence as used for Panels 1 <br />and 2. <br />Panel 5, Seal••Weld Attachment. For <br />Panel 5, the edges of the attachment <br />plate were masked to simulate field con- <br />ditions (weld-area preparation). Follow- <br />ing shielded metal arc welding, areas <br />damaged in the heat-affected zone (both <br />plates and plate tank/backsides) were <br />mechanically cleaned according to SSPC <br />power-tool leaning specifications to <br />establish a minimum profile and feather- <br />ing of the intact coating. After prepara- <br />tion, the exposed areas were covered. with <br />tvvo coats of epoxy and polyurethane. <br />Final inspection of each assembly was <br />conducted Uefore preparing the panels <br />for shipment to the test facility. <br />LABORATORY TESTS <br />Laboratory testing compared exterior <br />exposure performance of the bracket <br />assembly coating repairs using capacitor- <br />studs, bolted assemblies, and seal-welded <br />assemblies. Lab personnel applied vinyl <br />tape around the edges and backs of <br />the panels to protect the surfaces from <br />the elements. The panels were then <br />subjected to six cycles of corrosion weath- <br />ering, according to American Society for <br />Testing and Materials standards. <br />The large panels were fitted horizon- <br />tally into a qualitative ultraviolet (QW) <br />accelerated weathering tester without <br />panel racks. In some cases, the panels <br />were made slightly wider by bending an <br />aluminum panel around the edge to form <br />a "V." This allowed the panels to lie on the <br />edge of the QLTV cabinet opening. Open <br />areas in the cabinet were masked with <br />bare aluminum panels. The panels were <br />then photographed and rated at cycles 3 <br />and 6. <br />ti~~~ w.ac~~'a.or;;/opFlo~e October 2009 Opflo~r 21 <br />
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