Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
BASE ISOLATION FOUNDATION STRUCTURE AND CONSTRUCTION METHOD THEREFOR
PROBLEM TO BE SOLVED: To provide a base isolation foundation structure capable of preventing the appearance of a parting from being deteriorated due to position displacement of an upper segmentation part and a lower segmentation part of a foundation constituting part of a building at occurrence of an earthquake or remaining of displacement, and solving a failure which has occurred in the manufacturing stage of the foundation constituting part.SOLUTION: A base isolation mechanism 3 is interposed between an upper segmentation part 11a and a lower segmentation part 11b, and an upper constituting part 21 of a drainer 2 is mounted on the upper segmentation part 11a, and a lower constituting part 22 of the drainer 2 is mounted on the lower segmentation part 11b. A rising part 213 formed at a second backing part 21b of the upper constituting part 21 is fixed via a machine screw 23 to an outside surface of a first backing part 21a. The rising part 213 is formed with a long hole 213a, and the machine screw 23 is inserted into the long hole 213a. The height position of the second backing part 21b with respect to the first backing part 21a can be adjusted by the long hole 213a.SELECTED DRAWING: Figure 3
【課題】建物の基礎構成部の上分断部と下分断部の地震発生時の位置変位や変位の残留に対しても見切りの外観の見栄えを低下させないとともに、上記基礎構成部の製作段階で生じた不具合を解消することができる免震基礎構造を提供する。【解決手段】上分断部１１ａと下分断部１１ｂの間に免震機構３が介在されており、上記上分断部１１ａには水切り２の上側構成部２１が取り付けられる一方、上記下分断部１１ｂには水切り２の下側構成部２２が取り付けられている。上側構成部２１の第２下地部２１ｂに形成されている立上部２１３がビス２３によって上記第１下地部２１ａの外側面に固定されている。上記立上部２１３には、長孔２１３ａが形成されており、この長孔２１３ａに上記ビス２３が挿通される。この長孔２１３ａにより、上記第１下地部２１ａに対する上記第２下地部２１ｂの高さ位置を調整することができる【選択図】図３
BASE ISOLATION FOUNDATION STRUCTURE AND CONSTRUCTION METHOD THEREFOR
PROBLEM TO BE SOLVED: To provide a base isolation foundation structure capable of preventing the appearance of a parting from being deteriorated due to position displacement of an upper segmentation part and a lower segmentation part of a foundation constituting part of a building at occurrence of an earthquake or remaining of displacement, and solving a failure which has occurred in the manufacturing stage of the foundation constituting part.SOLUTION: A base isolation mechanism 3 is interposed between an upper segmentation part 11a and a lower segmentation part 11b, and an upper constituting part 21 of a drainer 2 is mounted on the upper segmentation part 11a, and a lower constituting part 22 of the drainer 2 is mounted on the lower segmentation part 11b. A rising part 213 formed at a second backing part 21b of the upper constituting part 21 is fixed via a machine screw 23 to an outside surface of a first backing part 21a. The rising part 213 is formed with a long hole 213a, and the machine screw 23 is inserted into the long hole 213a. The height position of the second backing part 21b with respect to the first backing part 21a can be adjusted by the long hole 213a.SELECTED DRAWING: Figure 3
【課題】建物の基礎構成部の上分断部と下分断部の地震発生時の位置変位や変位の残留に対しても見切りの外観の見栄えを低下させないとともに、上記基礎構成部の製作段階で生じた不具合を解消することができる免震基礎構造を提供する。【解決手段】上分断部１１ａと下分断部１１ｂの間に免震機構３が介在されており、上記上分断部１１ａには水切り２の上側構成部２１が取り付けられる一方、上記下分断部１１ｂには水切り２の下側構成部２２が取り付けられている。上側構成部２１の第２下地部２１ｂに形成されている立上部２１３がビス２３によって上記第１下地部２１ａの外側面に固定されている。上記立上部２１３には、長孔２１３ａが形成されており、この長孔２１３ａに上記ビス２３が挿通される。この長孔２１３ａにより、上記第１下地部２１ａに対する上記第２下地部２１ｂの高さ位置を調整することができる【選択図】図３
BASE ISOLATION FOUNDATION STRUCTURE AND CONSTRUCTION METHOD THEREFOR
免震基礎構造およびその施工方法
KONDO TAKASHI (Autor:in) / MATSUBARA SATOSHI (Autor:in) / KOJIMA MASAHIRO (Autor:in) / TORIHATA HIROMICHI (Autor:in)
04.11.2016
Patent
Elektronische Ressource
Japanisch
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