A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
FLOOR SLAB REINFORCEMENT STRUCTURE
To provide a floor slab reinforcement structure which enables enlargement of slabs while controlling the weight.SOLUTION: A brace member 6 can reinforce a floor slab 10 while restraining an increase in thickness of a deck plate 3 and the floor slab 10 with an increase in length of the floor slab 10, by reinforcing the deck plate 3 itself. A lower end 6a of the brace member is connected to a beam material 2, and an upper end 6b of the brace member 6 is connected to the deck plate 3. Accordingly, it becomes possible to shorten the span of the brace member 6 by connecting the upper end 6b of the brace member 6 to the deck plate 3 in the vicinity of the connection target beam material 2 without extending the upper end of the brace member up to another beam member 2 like binding beams. Thus, it is possible to reinforce the floor slab 10 while restraining the increase in weight of the reinforcement member compared to the case of adding beam materials for reinforcement along with enlargement of the floor slab 10.SELECTED DRAWING: Figure 1
【課題】重量を抑制しながら、床スラブの長大化を図ることができる床スラブ補強構造を提供する。【解決手段】方杖部材６は、デッキプレート３自体を補強することによって、床スラブ１０の長大化に伴ってデッキプレート３の板厚が増加することや床スラブ１０の厚みが増加することを抑制しながら、床スラブ１０を補強することができる。ここで、方杖部材の下端部６ａは梁材２に連結され、方杖部材６の上端部６ｂはデッキプレート３に連結される。従って、方杖部材６の上端部６ｂを小梁などのように他の梁材２まで延ばさなくとも、連結対象の梁材２付近のデッキプレート３に連結することで、方杖部材６のスパンを短くすることができる。従って、床スラブ１０の長大化に伴って補強用の梁材を追加する場合に比して、補強部材の重量を抑制しながら床スラブ１０を補強することができる。【選択図】図１
FLOOR SLAB REINFORCEMENT STRUCTURE
To provide a floor slab reinforcement structure which enables enlargement of slabs while controlling the weight.SOLUTION: A brace member 6 can reinforce a floor slab 10 while restraining an increase in thickness of a deck plate 3 and the floor slab 10 with an increase in length of the floor slab 10, by reinforcing the deck plate 3 itself. A lower end 6a of the brace member is connected to a beam material 2, and an upper end 6b of the brace member 6 is connected to the deck plate 3. Accordingly, it becomes possible to shorten the span of the brace member 6 by connecting the upper end 6b of the brace member 6 to the deck plate 3 in the vicinity of the connection target beam material 2 without extending the upper end of the brace member up to another beam member 2 like binding beams. Thus, it is possible to reinforce the floor slab 10 while restraining the increase in weight of the reinforcement member compared to the case of adding beam materials for reinforcement along with enlargement of the floor slab 10.SELECTED DRAWING: Figure 1
【課題】重量を抑制しながら、床スラブの長大化を図ることができる床スラブ補強構造を提供する。【解決手段】方杖部材６は、デッキプレート３自体を補強することによって、床スラブ１０の長大化に伴ってデッキプレート３の板厚が増加することや床スラブ１０の厚みが増加することを抑制しながら、床スラブ１０を補強することができる。ここで、方杖部材の下端部６ａは梁材２に連結され、方杖部材６の上端部６ｂはデッキプレート３に連結される。従って、方杖部材６の上端部６ｂを小梁などのように他の梁材２まで延ばさなくとも、連結対象の梁材２付近のデッキプレート３に連結することで、方杖部材６のスパンを短くすることができる。従って、床スラブ１０の長大化に伴って補強用の梁材を追加する場合に比して、補強部材の重量を抑制しながら床スラブ１０を補強することができる。【選択図】図１
FLOOR SLAB REINFORCEMENT STRUCTURE
Patent
Electronic Resource
REINFORCEMENT STRUCTURE FOR USE DURING FLOOR SLAB REPLACEMENT AND FLOOR SLAB REPLACEMENT METHOD
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