A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
PROBLEM TO BE SOLVED: To provide a steel plate concrete structure capable of preventing in-plane stress concentration on nearby a joint part between a main steel plate and a perpendicular rib steel plate.SOLUTION: There is provided a steel plate concrete structure B which comprises a pair of main steel plates 2, 3 adjacent to each other at an interval and a rib steel plate 4 arranged between the pair of main steel plates 2, 3 while having one side end 4a connected to the one main steel plate 3 and the other end 4b connected to the other main steel plate 2 respectively, concrete 5 being charged between the pair of main steel plates 2, 3. The rib steel plate 4 has a lock part 7 projecting in an out-plane direction at the one side end 4a and the other side end 4b respectively, and the one main steel plate 3 and the other main steel plate 2 each have a lock reception part 10 fixed in one body so as to connect the one side end 4a and the other side end 4b of the rig steel plate 4 to the main steel plates 2, 3 by locking lock parts 7 respectively. Further, the lock parts 7 of the rib steel plate 4 are locked to lock reception parts 10 with a predetermined gap left in in-plane direction of the main steel plate 2, 3.SELECTED DRAWING: Figure 2
【課題】主鋼板と鉛直リブ鋼板の接合部近傍に面内応力集中が発生することを防止できる鋼板コンクリート構造を提供する。【解決手段】間隔をあけて隣り合う一対の主鋼板２、３と、一方の主鋼板３に一側端部４ａを、他方の主鋼板２に他側端部４ｂをそれぞれ接続して一対の主鋼板２、３の間に配設されるリブ鋼板４とを備え、一対の主鋼板２、３の間にコンクリート５を充填してなる鋼板コンクリート構造Ｂであって、リブ鋼板４が一側端部４ａと他側端部４ｂにそれぞれ、面外方向に突出する係止部７を備え、一方の主鋼板３と他方の主鋼板２にそれぞれ、係止部７を係止してリブ鋼板４の一側端部４ａと他側端部４ｂを主鋼板２、３に接続するための係止受部１０を一体に固設する。且つ、リブ鋼板４の係止部７を主鋼板２、３の面内方向に所定の隙間を設けた状態で係止受部１０に係止させる。【選択図】図２
PROBLEM TO BE SOLVED: To provide a steel plate concrete structure capable of preventing in-plane stress concentration on nearby a joint part between a main steel plate and a perpendicular rib steel plate.SOLUTION: There is provided a steel plate concrete structure B which comprises a pair of main steel plates 2, 3 adjacent to each other at an interval and a rib steel plate 4 arranged between the pair of main steel plates 2, 3 while having one side end 4a connected to the one main steel plate 3 and the other end 4b connected to the other main steel plate 2 respectively, concrete 5 being charged between the pair of main steel plates 2, 3. The rib steel plate 4 has a lock part 7 projecting in an out-plane direction at the one side end 4a and the other side end 4b respectively, and the one main steel plate 3 and the other main steel plate 2 each have a lock reception part 10 fixed in one body so as to connect the one side end 4a and the other side end 4b of the rig steel plate 4 to the main steel plates 2, 3 by locking lock parts 7 respectively. Further, the lock parts 7 of the rib steel plate 4 are locked to lock reception parts 10 with a predetermined gap left in in-plane direction of the main steel plate 2, 3.SELECTED DRAWING: Figure 2
【課題】主鋼板と鉛直リブ鋼板の接合部近傍に面内応力集中が発生することを防止できる鋼板コンクリート構造を提供する。【解決手段】間隔をあけて隣り合う一対の主鋼板２、３と、一方の主鋼板３に一側端部４ａを、他方の主鋼板２に他側端部４ｂをそれぞれ接続して一対の主鋼板２、３の間に配設されるリブ鋼板４とを備え、一対の主鋼板２、３の間にコンクリート５を充填してなる鋼板コンクリート構造Ｂであって、リブ鋼板４が一側端部４ａと他側端部４ｂにそれぞれ、面外方向に突出する係止部７を備え、一方の主鋼板３と他方の主鋼板２にそれぞれ、係止部７を係止してリブ鋼板４の一側端部４ａと他側端部４ｂを主鋼板２、３に接続するための係止受部１０を一体に固設する。且つ、リブ鋼板４の係止部７を主鋼板２、３の面内方向に所定の隙間を設けた状態で係止受部１０に係止させる。【選択図】図２
STEEL PLATE CONCRETE STRUCTURE
鋼板コンクリート構造
OTA KAZUYA (author)
2016-05-30
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
STEEL PLATE CONCRETE STRUCTURE AND CONSTRUCTION METHOD FOR STEEL PLATE CONCRETE STRUCTURE
| European Patent Office | 2018