DEMOLISHING METHOD FOR MULTISTORY BUILDING, AND DEMOLISHING LOAD TRANSMISSION STRUCTURE

PROBLEM TO BE SOLVED: To maintain a structure during demolition in a structurally stable condition, even when hit by an earthquake and applied with an air blowing load. SOLUTION: A jack 10 is interposed on all the poles P1 to Pm on a specific lower floor Fv of a building 1 to be demolished, a load t...

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Hauptverfasser: KOBAYASHI MINORU, MORISHIMA YOICHI, KAWAI YUKI, OTSUKA SHIGEMITSU, KAWAKAMI TOSHIO, ITO HITOSHI, KOJIMA KAZUO, MACHISUJI KUNIHIKO, YOSHIKAWA TAIICHIRO, MIYAZAKI YASUNOBU, MIZUTANI AKIRA, ASAOKA SHIGERU, OGIWARA YUKIMASA
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creator KOBAYASHI MINORU
MORISHIMA YOICHI
KAWAI YUKI
OTSUKA SHIGEMITSU
KAWAKAMI TOSHIO
ITO HITOSHI
KOJIMA KAZUO
MACHISUJI KUNIHIKO
YOSHIKAWA TAIICHIRO
MIYAZAKI YASUNOBU
MIZUTANI AKIRA
ASAOKA SHIGERU
OGIWARA YUKIMASA
description PROBLEM TO BE SOLVED: To maintain a structure during demolition in a structurally stable condition, even when hit by an earthquake and applied with an air blowing load. SOLUTION: A jack 10 is interposed on all the poles P1 to Pm on a specific lower floor Fv of a building 1 to be demolished, a load transfer structure 40 having a height penetrating through the jack-interposed floor Fv from the foundation B is provided within a section T surrounded by the poles P, and a load transfer beam 45 is removably stretched along the outer faces of the load transfer structure 40, on the peripheral poles P in the section T of the right above floor F (v+1) of the jack-interposed floor Fv. Repeating a contraction step for simultaneously contracting the jacks 10 of all the poles P1 to Pm and an expansion step for expanding the jacks in order by hanging/cutting the poles right above part the jacks, and lowering the respective floors Fj (j>v) above the jacks 10 together with the load transfer beams 45 along the outer faces of the load transfer structures 40. The building frames other than the poles P of the respective lowered floors Fj are demolished in order with the jack-interposed floor Fv, and the load transfer beams 45 are removed from the floors Fj and are attached in order to the peripheral poles P in the section T on the floor F (j+1) right above. COPYRIGHT: (C)2009,JPO&INPIT
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SOLUTION: A jack 10 is interposed on all the poles P1 to Pm on a specific lower floor Fv of a building 1 to be demolished, a load transfer structure 40 having a height penetrating through the jack-interposed floor Fv from the foundation B is provided within a section T surrounded by the poles P, and a load transfer beam 45 is removably stretched along the outer faces of the load transfer structure 40, on the peripheral poles P in the section T of the right above floor F (v+1) of the jack-interposed floor Fv. Repeating a contraction step for simultaneously contracting the jacks 10 of all the poles P1 to Pm and an expansion step for expanding the jacks in order by hanging/cutting the poles right above part the jacks, and lowering the respective floors Fj (j&gt;v) above the jacks 10 together with the load transfer beams 45 along the outer faces of the load transfer structures 40. The building frames other than the poles P of the respective lowered floors Fj are demolished in order with the jack-interposed floor Fv, and the load transfer beams 45 are removed from the floors Fj and are attached in order to the peripheral poles P in the section T on the floor F (j+1) right above. COPYRIGHT: (C)2009,JPO&amp;INPIT</abstract><oa>free_for_read</oa></addata></record>
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subjects BUILDING
BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE
FIXED CONSTRUCTIONS
FORMS
HANDLING BUILDING MATERIALS ON THE SITE
REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS
SCAFFOLDING
SHUTTERING
title DEMOLISHING METHOD FOR MULTISTORY BUILDING, AND DEMOLISHING LOAD TRANSMISSION STRUCTURE
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