A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
ASSEMBLY MEMBER, LOAD BEARING WALL, TRUSS BEAM AND BEAM
PROBLEM TO BE SOLVED: To improve strength against compression and bending.SOLUTION: An assembly member 10 is provided with a first formed member 12 and a second formed member 14 shaped in a long rectangular shape, each of which comprises a web portion 16, 26, a first flange portion 18, 28, a second flange portion 20, 30, a first lip portion 22, 32, and a second lip portion 24, 34, respectively. A closed cross section of the first formed member 12 and the second formed member 14 taken along a direction orthogonal to a longitudinal direction is formed between a web portion 16, the first flange portion 18 and the second flange portion 20 of the first member 12 and a web portion 26, the first flange portion 28 and the second flange portion 30 of the second formed member 14 by connecting the first flange portion 18 of the first formed member 12 and the second flange portion 30 of the second formed member 14 as well as connecting the first flange portion 28 of the second formed member 14 and the second flange portion 20 of the first formed member 12.SELECTED DRAWING: Figure 1
【課題】圧縮及び曲げに対する耐力を向上させる。【解決手段】組立材１０は、ウェブ部１６、２６と、第１フランジ部１８、２８と、第２フランジ部２０、３０と、第１リップ部２２、３２と、第２リップ部２４、３４と、を有し、長尺状に形成された第１形材１２及び第２形材１４を備えている。第１形材１２の第１フランジ部１８と第２形材１４の第２フランジ部３０とが接合され、かつ、第２形材１４の第１フランジ部２８と第１形材１２の第２フランジ部２０とが接合されていることで、第１形材１２及び第２形材１４を長手方向と直交する方向に沿って切断した断面視で、第１形材１２のウェブ部１６、第１フランジ部１８及び第２フランジ部２０と、第２形材１４のウェブ部２６、第１フランジ部２８及び第２フランジ部３０と、の間に閉断面が形成されている。【選択図】図１
ASSEMBLY MEMBER, LOAD BEARING WALL, TRUSS BEAM AND BEAM
PROBLEM TO BE SOLVED: To improve strength against compression and bending.SOLUTION: An assembly member 10 is provided with a first formed member 12 and a second formed member 14 shaped in a long rectangular shape, each of which comprises a web portion 16, 26, a first flange portion 18, 28, a second flange portion 20, 30, a first lip portion 22, 32, and a second lip portion 24, 34, respectively. A closed cross section of the first formed member 12 and the second formed member 14 taken along a direction orthogonal to a longitudinal direction is formed between a web portion 16, the first flange portion 18 and the second flange portion 20 of the first member 12 and a web portion 26, the first flange portion 28 and the second flange portion 30 of the second formed member 14 by connecting the first flange portion 18 of the first formed member 12 and the second flange portion 30 of the second formed member 14 as well as connecting the first flange portion 28 of the second formed member 14 and the second flange portion 20 of the first formed member 12.SELECTED DRAWING: Figure 1
【課題】圧縮及び曲げに対する耐力を向上させる。【解決手段】組立材１０は、ウェブ部１６、２６と、第１フランジ部１８、２８と、第２フランジ部２０、３０と、第１リップ部２２、３２と、第２リップ部２４、３４と、を有し、長尺状に形成された第１形材１２及び第２形材１４を備えている。第１形材１２の第１フランジ部１８と第２形材１４の第２フランジ部３０とが接合され、かつ、第２形材１４の第１フランジ部２８と第１形材１２の第２フランジ部２０とが接合されていることで、第１形材１２及び第２形材１４を長手方向と直交する方向に沿って切断した断面視で、第１形材１２のウェブ部１６、第１フランジ部１８及び第２フランジ部２０と、第２形材１４のウェブ部２６、第１フランジ部２８及び第２フランジ部３０と、の間に閉断面が形成されている。【選択図】図１
ASSEMBLY MEMBER, LOAD BEARING WALL, TRUSS BEAM AND BEAM
組立材、耐力壁、トラス梁及び梁
KOBASHI TOMOKI (author) / AZUMA SEIZABURO (author) / NAKAYASU MASAAKI (author) / TONAI SHIGEAKI (author)
2018-07-19
Patent
Electronic Resource
Japanese
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