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6.1. ERMUSR 11-17-2009
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6.1. ERMUSR 11-17-2009
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Storage Tank Integrity <br />Want to Know the Best Antenna <br />and Cable Attachment Methods? <br />~ttaavhing t~l~~®n~~ni~ati®ns ant~nna~ and. gable l~>ra~ket~ t®a water t®~r~>r <br />pan d.anlage the t®wer's metal st>r~et~.><;re and. ~®ating systen~.1~ regent s~dy <br />sheds light ®n which attach>rment meth®d.5 w®rk best. BY DANIEL J. ZIENTY <br />HE APPROPRIATE METHOD <br />for attaching telecommuni- <br />cations antennae and coax- <br />ial cable support brackets <br />to water towers is based on <br />numerous factors, including the brack- <br />ets' purpose, water tank design, and tank <br />structural integrity .requirements. Connec- <br />tion fatigue caused by wind vibration can <br />affect a tower's base metal as well as the <br />connected component. Although attach- <br />ment by seal welding is the method most <br />widely used, other common attachment <br />methods can also be used. The follow- <br />ing are the three most common attach- <br />ment methods: <br />v Stud Welding. In the stud-welding <br />method, bolts are welded to the base <br />metal of the tower or tank with a capac- <br />itor discharge or drawn-arc on a small <br />spot where the protective coating has <br />been removed. Aftet• welding, the sur- <br />face directly around the stud should be <br />cleaned and the coating reapplied to <br />the affected area- Tlais method doesn't <br />damage the coating on the other side <br />of the tank's surface, so it's typically <br />used on standpipes and ground stor- <br />age reservoirs. However, stud-welding <br />application has a high tendency for <br />fatigue failure. Torque testing per- <br />formed according to the said manufac- <br />turer's specification is recommended to <br />verify the weld strength. <br />^ Bolting. This method involves fasten- <br />ing ashop-fabricated attachment (base <br />plate) to the tower with bolts through <br />holes drilled in the tower's metal sur- <br />face- Bolting can be applied to water <br />towers with support columns, includ- <br />ing pedestal and fluted designs. Bolt- <br />ing results in the lowest structttrai <br />fatigue for a tower's base metal and <br />the attached component. <br />^ Sea! Welding. This method .involves <br />direct fillet welding of the attachment <br />base plate to the towet• and requires <br />removal of the surface coating .from <br />the .heat-affected area of the attached <br />component and tower before placing <br />a full fillet weld around the perimeter <br />of the base metal. Heat damage caused <br />by welding usually makes cleaning and <br />repainting the mounting surface and <br />the reverse side necessary. Water on <br />the backside of the tower (immersion <br />surface) can dissipate the welding heat <br />and prevent coating damage. Welding <br />the attaclnnent plate to the tower pro- <br />vides glow fatigue-prone method for <br />the tower's base metal and attachment. <br />It's recommended that attached plate <br />corners be radiused to reduce stress <br />concentration. <br />OWNER AND TENANT CONCERNS <br />A tenant's engineer usually selects the <br />attachment method based on the integrity <br />of the tower attachment after installa- <br />tion. However, this doesn't consider how <br />the attachment method affects the tank's <br />coating integrity or installation schedul- <br />ing and costs. A tower owner's concerns <br />rest in maintaining the structural integrity <br />of the facility and long-term serviceabil- <br />ity of its protective coating. Winter con- <br />struction usually .limits repairs to surfaces <br />damaged by welding, which leaves sur- <br />face areas unfinished and exposed. This <br />can lead to coating damage outside the <br />initial area, requiring additional time and <br />costing the contractor more to make nec- <br />essary .repairs. <br />.Aside from structural considerations, <br />the decision to use bolting or stud-welding <br />can aeate a positive situation for the <br />owner and tenant. iJpon application, these <br />methods create the least amount of initial <br />damage to a tower and help the contrac- <br />tor and tenant save time and money. Mak- <br />ing these .issues a primary concern can <br />result in a win-win proposition. Many of <br />these issues can be addressed by level- <br />aping comprehensive specifications and <br />requiring review by a qualified inspector. <br />STUDY PREPARATION <br />With these issues in mind, a study was <br />conducted to determine if stud-welding <br />or bolting can be used without compro- <br />mising an owner's facility and still meet <br />tenant scheduling and budget goals. The <br />20 OpFlocv October ?009 www.awwa.or;/opFlow <br />
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