Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
TENSIONED LOAD-BEARING FITTING
To provide a tensioned load-bearing fitting capable of improving productivity, convenience, and versatility while keeping sufficient strength.SOLUTION: A tensioned load-bearing fitting 10 is a fitting for an opening provided on a wooden architecture and has frame members 105-107 of the fitting. The tensioned load-bearing fitting 10 comprises a first diagonally-striped surface 1 and a second diagonally-striped surface 2 stretched over an opening 109 surrounded by the frame members 105-107. The first diagonally-striped surface 1 is formed by stretching a plurality of wires over the frame members 105-107 in such a way that the wires are aligned parallel to each other at an acute angle with a horizontal position. The second diagonally-striped surface 2 is formed by stretching a plurality of wires over the frame members 105-107 in such a way that the wires are aligned parallel to each other at an obtuse angle with the horizontal position. The first diagonally-striped surface 1 and the second diagonally-striped surface 2 are disposed to cross each other in a front view of the opening 109. The wires of the first diagonally-striped surface 1 and the wires of the second diagonally-striped surface 2 are not adherent to each other.SELECTED DRAWING: Figure 1
【課題】十分な強度を担保し得るとともに、製作性、利便性および汎用性を向上させ得る引張式耐力建具を提供する。【解決手段】木造建築物に設けられる開口部に用いられる建具で、建具の骨格部材105〜107を有する引張式耐力建具10である。この引張式耐力建具10は、骨格部材105〜107で囲われる開口部109に張られた第一斜状面1および第二斜状面2を備える。第一斜状面1は、線材を、並列に且つ水平に対して鋭角になるように骨格部材105〜107に多数掛けたものである。第二斜状面2は、線材を、並列に且つ水平に対して鈍角になるように骨格部材105〜107に多数掛けたものである。第一斜状面1および第二斜状面2は、開口部109の正面視で交差するように配置される。第一斜状面1の線材と第二斜状面2の線材とは、互いに非固着である。【選択図】図1
TENSIONED LOAD-BEARING FITTING
To provide a tensioned load-bearing fitting capable of improving productivity, convenience, and versatility while keeping sufficient strength.SOLUTION: A tensioned load-bearing fitting 10 is a fitting for an opening provided on a wooden architecture and has frame members 105-107 of the fitting. The tensioned load-bearing fitting 10 comprises a first diagonally-striped surface 1 and a second diagonally-striped surface 2 stretched over an opening 109 surrounded by the frame members 105-107. The first diagonally-striped surface 1 is formed by stretching a plurality of wires over the frame members 105-107 in such a way that the wires are aligned parallel to each other at an acute angle with a horizontal position. The second diagonally-striped surface 2 is formed by stretching a plurality of wires over the frame members 105-107 in such a way that the wires are aligned parallel to each other at an obtuse angle with the horizontal position. The first diagonally-striped surface 1 and the second diagonally-striped surface 2 are disposed to cross each other in a front view of the opening 109. The wires of the first diagonally-striped surface 1 and the wires of the second diagonally-striped surface 2 are not adherent to each other.SELECTED DRAWING: Figure 1
【課題】十分な強度を担保し得るとともに、製作性、利便性および汎用性を向上させ得る引張式耐力建具を提供する。【解決手段】木造建築物に設けられる開口部に用いられる建具で、建具の骨格部材105〜107を有する引張式耐力建具10である。この引張式耐力建具10は、骨格部材105〜107で囲われる開口部109に張られた第一斜状面1および第二斜状面2を備える。第一斜状面1は、線材を、並列に且つ水平に対して鋭角になるように骨格部材105〜107に多数掛けたものである。第二斜状面2は、線材を、並列に且つ水平に対して鈍角になるように骨格部材105〜107に多数掛けたものである。第一斜状面1および第二斜状面2は、開口部109の正面視で交差するように配置される。第一斜状面1の線材と第二斜状面2の線材とは、互いに非固着である。【選択図】図1
TENSIONED LOAD-BEARING FITTING
引張式耐力建具
HASHIZUME TOMOYOSHI (Autor:in)
12.12.2019
Patent
Elektronische Ressource
Japanisch
IPC:
E06B
Feste oder bewegliche Abschlüsse für Öffnungen in Bauwerken, Fahrzeugen, Zäunen oder ähnlichen Einfriedungen allgemein, z.B. Türen, Fenster, Läden, Tore
,
FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES, OR LIKE ENCLOSURES, IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
The Load-Bearing Behavior of Dry-Stacked Post-Tensioned Masonry
British Library Conference Proceedings | 2003
|Residual load-bearing capacity of spannglass-beams: effect of post-tensioned reinforcement
Online Contents | 2019
|Residual load-bearing capacity of spannglass-beams: effect of post-tensioned reinforcement
Springer Verlag | 2018
|Load Tests on Post-Tensioned Masonry Walls
British Library Conference Proceedings | 1996
|Load tests on post-tensioned pavement slabs
Engineering Index Backfile | 1964
|