A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
STEEL BEAM SLAB CONSTRUCTION METHOD, AND STEEL BEAM
To provide a steel beam slab construction method which can easily mount a camber to a steel beam, and a steel beam.SOLUTION: A steel beam slab construction method that constructs a steel beam having a first steel beam member 30 and a second steel beam member 40 aligned in each of material axis direction, and a slab supported by the steel beam, includes: a steel beam construction method of constructing a steel beam, in which an upper first flange part 32 of the first steel beam member 30 is bolt-joined to a first plate part 70A on one side of a flange joint plate 70 bent in a gabled shape, and an upper second flange part 42 of the second steel beam member 40 is bolt-joined to a second plate part 70B on the other side of the flange joint plate 70, to a pair of columns; and a slab construction step of constructing the slab on the steel beam to deform a flange joint plate 70, and makes the flange joint plate 70 close to a flat plate shape.SELECTED DRAWING: Figure 3
【課題】鉄骨梁に容易にむくりを付けることができる鉄骨梁スラブ施工方法、及び鉄骨梁を提供する。【解決手段】鉄骨梁スラブ施工方法は、各々の材軸方向に並ぶ第一鉄骨梁部材３０及び第二鉄骨梁部材４０を有する鉄骨梁、及び鉄骨梁に支持されるスラブを施工する鉄骨梁スラブ施工方法であって、山形状に屈曲されたフランジ接合プレート７０の一方側の第一プレート部７０Ａに、第一鉄骨梁部材３０の上側第一フランジ部３２がボルト接合されるとともに、フランジ接合プレート７０の他方側の第二プレート部７０Ｂに第二鉄骨梁部材４０の上側第二フランジ部４２がボルト接合される鉄骨梁を一対の柱に架設する鉄骨梁施工工程と、鉄骨梁の上にスラブを施工してフランジ接合プレート７０を変形させ、フランジ接合プレート７０を平板状に近づけるスラブ施工工程と、を備える。【選択図】図３
STEEL BEAM SLAB CONSTRUCTION METHOD, AND STEEL BEAM
To provide a steel beam slab construction method which can easily mount a camber to a steel beam, and a steel beam.SOLUTION: A steel beam slab construction method that constructs a steel beam having a first steel beam member 30 and a second steel beam member 40 aligned in each of material axis direction, and a slab supported by the steel beam, includes: a steel beam construction method of constructing a steel beam, in which an upper first flange part 32 of the first steel beam member 30 is bolt-joined to a first plate part 70A on one side of a flange joint plate 70 bent in a gabled shape, and an upper second flange part 42 of the second steel beam member 40 is bolt-joined to a second plate part 70B on the other side of the flange joint plate 70, to a pair of columns; and a slab construction step of constructing the slab on the steel beam to deform a flange joint plate 70, and makes the flange joint plate 70 close to a flat plate shape.SELECTED DRAWING: Figure 3
【課題】鉄骨梁に容易にむくりを付けることができる鉄骨梁スラブ施工方法、及び鉄骨梁を提供する。【解決手段】鉄骨梁スラブ施工方法は、各々の材軸方向に並ぶ第一鉄骨梁部材３０及び第二鉄骨梁部材４０を有する鉄骨梁、及び鉄骨梁に支持されるスラブを施工する鉄骨梁スラブ施工方法であって、山形状に屈曲されたフランジ接合プレート７０の一方側の第一プレート部７０Ａに、第一鉄骨梁部材３０の上側第一フランジ部３２がボルト接合されるとともに、フランジ接合プレート７０の他方側の第二プレート部７０Ｂに第二鉄骨梁部材４０の上側第二フランジ部４２がボルト接合される鉄骨梁を一対の柱に架設する鉄骨梁施工工程と、鉄骨梁の上にスラブを施工してフランジ接合プレート７０を変形させ、フランジ接合プレート７０を平板状に近づけるスラブ施工工程と、を備える。【選択図】図３
STEEL BEAM SLAB CONSTRUCTION METHOD, AND STEEL BEAM
鉄骨梁スラブ施工方法、及び鉄骨梁
YOSHIDA RYOICHI (author) / NISHIMURA AKIRA (author) / MOJI YOJIRO (author)
2019-06-06
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
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