Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
WALL REINFORCEMENT STRUCTURE AND REINFORCEMENT MEMBER
PROBLEM TO BE SOLVED: To provide a wall reinforcement structure capable of increasing earthquake resistance by simple construction at low cost without obstructing a large space along the wall.SOLUTION: A reinforcement structure is constructed by: butting a base part 11 of a first member 10 against a surface of the ground G; fastening an upstanding wall part 12 and a second member 20 with a bolt 55, which penetrates a bolt hole 16 and a second bolt hole 21, and a nut 56 in a state where the upstanding wall part 12 of the first member 10 and the second member 20 butt against and sandwich a wall 100; forming an underground hole H that is larger than an anchor hole 15 and deeper than a length of a long anchor 40 on the ground G under the anchor hole 15 on the base part 11; fastening the long anchor 40 with the base part 11 in a state where the long anchor is inserted in the underground hole H through the anchor hole 15; and curing a filler F that is charged in the underground hole H so as to bury the long anchor 40.SELECTED DRAWING: Figure 1
【課題】簡易な施工でコストを抑えて塀の耐震性を高めることができ、塀に沿ったスペースを大きく塞ぐことがない塀の補強構造を提供する。【解決手段】補強構造を、第一部材10のベース部11が地盤Gの表面に当接していると共に、第一部材10の立壁部12と第二部材20がともに塀100に当接して塀を挟み込んでいる状態で、ボルト用孔部16及び第二ボルト用孔部21を貫通するボルト55とナット56により立壁部12と第二部材20が締結されており、ベース部11におけるアンカー用孔部15の下方の地盤Gに、アンカー用孔部15より大きく長尺アンカー40の長さより深い地中孔部Hが穿設されており、長尺アンカー40は、アンカー用孔部15を介して地中孔部Hに挿通された状態でベース部11に留め付けられていると共に、長尺アンカー40を埋設するように地中孔部Hに充填された充填材Fが硬化している構成とする。【選択図】図1
WALL REINFORCEMENT STRUCTURE AND REINFORCEMENT MEMBER
PROBLEM TO BE SOLVED: To provide a wall reinforcement structure capable of increasing earthquake resistance by simple construction at low cost without obstructing a large space along the wall.SOLUTION: A reinforcement structure is constructed by: butting a base part 11 of a first member 10 against a surface of the ground G; fastening an upstanding wall part 12 and a second member 20 with a bolt 55, which penetrates a bolt hole 16 and a second bolt hole 21, and a nut 56 in a state where the upstanding wall part 12 of the first member 10 and the second member 20 butt against and sandwich a wall 100; forming an underground hole H that is larger than an anchor hole 15 and deeper than a length of a long anchor 40 on the ground G under the anchor hole 15 on the base part 11; fastening the long anchor 40 with the base part 11 in a state where the long anchor is inserted in the underground hole H through the anchor hole 15; and curing a filler F that is charged in the underground hole H so as to bury the long anchor 40.SELECTED DRAWING: Figure 1
【課題】簡易な施工でコストを抑えて塀の耐震性を高めることができ、塀に沿ったスペースを大きく塞ぐことがない塀の補強構造を提供する。【解決手段】補強構造を、第一部材10のベース部11が地盤Gの表面に当接していると共に、第一部材10の立壁部12と第二部材20がともに塀100に当接して塀を挟み込んでいる状態で、ボルト用孔部16及び第二ボルト用孔部21を貫通するボルト55とナット56により立壁部12と第二部材20が締結されており、ベース部11におけるアンカー用孔部15の下方の地盤Gに、アンカー用孔部15より大きく長尺アンカー40の長さより深い地中孔部Hが穿設されており、長尺アンカー40は、アンカー用孔部15を介して地中孔部Hに挿通された状態でベース部11に留め付けられていると共に、長尺アンカー40を埋設するように地中孔部Hに充填された充填材Fが硬化している構成とする。【選択図】図1
WALL REINFORCEMENT STRUCTURE AND REINFORCEMENT MEMBER
塀の補強構造及び補強部材
KATAGIRI YOSHIO (Autor:in)
13.04.2017
Patent
Elektronische Ressource
Japanisch
IPC:
E04H
Gebäude oder ähnliche Bauwerke für besondere Zwecke
,
BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES
REINFORCEMENT MEMBER AND REINFORCEMENT CONCRETE STRUCTURE USING THE REINFORCEMENT MEMBER
Europäisches Patentamt | 2016
|Europäisches Patentamt | 2023
|BUILDING REINFORCEMENT STRUCTURE, BUILDING REINFORCEMENT METHOD AND COLUMN REINFORCEMENT MEMBER
Europäisches Patentamt | 2019
|WOOD REINFORCEMENT MEMBER AND WOOD REINFORCEMENT STRUCTURE
Europäisches Patentamt | 2024
|