Oops - Building Implosion Goes Wrong....

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  • buckeye95
    Established Member
    • May 2003
    • 267
    • Columbus, Ohio.
    • Ridgid TS2400

    #1

    Oops - Building Implosion Goes Wrong....

    Saw this on the news this morning and thought I would share:

    http://www.youtube.com/watch?v=ozfzr3kkp_4

    I'm not sure what the next step would be in this case (other then probably getting a new contractor to start ). Looks like the end result is closer to other buildings, and with the stress the remaining structure went through as well as potential structural instability that resulted, I think some extremely surgical work would be required to finish the job.

    Pete
  • Hellrazor
    Veteran Member
    • Dec 2003
    • 2091
    • Abyss, PA
    • Ridgid R4512

    #2
    Their Kolledge Transcript:
    Explosives 101 - F+
    Demolition 101 - F-
    Structural Engineering - F-


    Comment

    • lrogers
      Veteran Member
      • Dec 2002
      • 3853
      • Mobile, AL. USA.
      • BT3000

      #3
      Can you say OOPPSSS?!?!
      Larry R. Rogers
      The Samurai Wood Butcher
      http://splash54.multiply.com
      http://community.webshots.com/user/splash54

      Comment

      • LinuxRandal
        Veteran Member
        • Feb 2005
        • 4890
        • Independence, MO, USA.
        • bt3100

        #4
        Maybe I am mistaken, but don't they normally explode above the weakened point, so the buildings weight collapses the weakened point down on itself?


        This looked like Bowling with buildings.
        She couldn't tell the difference between the escape pod, and the bathroom. We had to go back for her.........................Twice.

        Comment

        • cgallery
          Veteran Member
          • Sep 2004
          • 4503
          • Milwaukee, WI
          • BT3K

          #5
          From the looks of it the outside walls are monolithic poured concrete w/ re-bar, which I don't think is going to be conducive to the type of demo they were attempting.

          Same reason concrete grain silos need to be demolished w/ a wrecking ball.

          Comment

          • OpaDC
            Established Member
            • Feb 2008
            • 393
            • Pensacola, FL
            • Ridgid TS3650

            #6
            I'm thinking the original architect should be in demand in earthquake prone areas. Building nearly survived the demo. And looks like it survived the fall and roll quite well. Would rather be in a building that rolls down the hill instead of collapsing on me. WHHHHEEEEEEEE!!
            _____________
            Opa

            second star to the right and straight on til morning

            Comment

            • Uncle Cracker
              The Full Monte
              • May 2007
              • 7091
              • Sunshine State
              • BT3000

              #7
              Maybe that's the Turkish method of "flipping" a building...

              Comment

              • LCHIEN
                Super Moderator
                • Dec 2002
                • 22012
                • Katy, TX, USA.
                • BT3000 vintage 1999

                #8
                Two words:


                low bidder.
                Loring in Katy, TX USA
                If your only tool is a hammer, you tend to treat all problems as if they were nails.
                BT3 FAQ - https://www.sawdustzone.org/forum/di...sked-questions

                Comment

                • BobSch
                  Veteran Member
                  • Aug 2004
                  • 4385
                  • Minneapolis, MN, USA.
                  • BT3100

                  #9
                  That's what comes from watching the Discovery channel instead of reading the book.

                  Ooops
                  Bob

                  Bad decisions make good stories.

                  Comment

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