A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
CONNECTION STRUCTURE BETWEEN RC FLOOR SLAB AND STEEL FLOOR SLAB
To prevent any excessive step from being made so that it becomes possible to keep the step within the acceptable range even when a wheel load from a vehicle is exerted on a connection part between an RC floor slab and a steel floor slab.SOLUTION: A connection structure between an RC floor slab and a steel floor slab adjacent to each other, comprises a joint panel 20 arranged to be extended on upper surfaces of both end parts 60A, 70A of the RC floor slab 60 and the steel floor slab 70 adjacent to each other. A step between the upper surface of the joint panel 20 and the upper surface of the pavement 62 installed on the RC floor slab 60, and a step between the upper surface of the joint panel 20 and the upper surface of the pavement 76 installed on the steel floor slab 70 are within an acceptable range in size even if an expected wheel load is applied.SELECTED DRAWING: Figure 3
【課題】ＲＣ床版と鋼床版との接続部に車両の輪荷重が加わったときでも、過大な段差が生ぜず、段差を許容値以内にすることができるようにする。【解決手段】隣接するＲＣ床版と鋼床版との接続構造であって、隣接するＲＣ床版６０および鋼床版７０の双方の端部６０Ａ、７０Ａの上面に架け渡して配置されている継手パネル２０を備え、継手パネル２０の上面とＲＣ床版６０に敷設された舗装６２の上面との段差および継手パネル２０の上面と鋼床版７０に敷設された舗装７６の上面との段差が、想定される輪荷重を受けたときでも、許容値以内である。【選択図】図３
CONNECTION STRUCTURE BETWEEN RC FLOOR SLAB AND STEEL FLOOR SLAB
To prevent any excessive step from being made so that it becomes possible to keep the step within the acceptable range even when a wheel load from a vehicle is exerted on a connection part between an RC floor slab and a steel floor slab.SOLUTION: A connection structure between an RC floor slab and a steel floor slab adjacent to each other, comprises a joint panel 20 arranged to be extended on upper surfaces of both end parts 60A, 70A of the RC floor slab 60 and the steel floor slab 70 adjacent to each other. A step between the upper surface of the joint panel 20 and the upper surface of the pavement 62 installed on the RC floor slab 60, and a step between the upper surface of the joint panel 20 and the upper surface of the pavement 76 installed on the steel floor slab 70 are within an acceptable range in size even if an expected wheel load is applied.SELECTED DRAWING: Figure 3
【課題】ＲＣ床版と鋼床版との接続部に車両の輪荷重が加わったときでも、過大な段差が生ぜず、段差を許容値以内にすることができるようにする。【解決手段】隣接するＲＣ床版と鋼床版との接続構造であって、隣接するＲＣ床版６０および鋼床版７０の双方の端部６０Ａ、７０Ａの上面に架け渡して配置されている継手パネル２０を備え、継手パネル２０の上面とＲＣ床版６０に敷設された舗装６２の上面との段差および継手パネル２０の上面と鋼床版７０に敷設された舗装７６の上面との段差が、想定される輪荷重を受けたときでも、許容値以内である。【選択図】図３
CONNECTION STRUCTURE BETWEEN RC FLOOR SLAB AND STEEL FLOOR SLAB
ＲＣ床版と鋼床版との接続構造
TANAKA HIROAKI (author) / NAKAMURA NOBUHIDE (author)
2019-04-25
Patent
Electronic Resource
Japanese
IPC:
E01D
BRIDGES
,
Brücken
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