A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
COLUMN-BEAM CONNECTION STRUCTURE
To provide a column-beam connection structure capable of appropriately transmitting a large column axial force from an upper side high strength side column to a lower side high strength side column over a long period, while reducing the use of high-cost high strength side concrete and cost, and further, capable of appropriately transmitting a load transmitted from a low strength side beam to a connection part to the lower side high strength side column.SOLUTION: In a column-beam connection structure, upper and lower high strength side columns 1 formed of high strength side concrete are connected to a low strength side beam 2 formed of low strength side concrete at a connection part 4; inside the connection part 4, a through part 41 set between end parts of the respective high strength side columns 1 is formed of the high strength side concrete; a part 44 other than the through part 41 of the connection part 4 is formed of the low strength side concrete; the end part of each of the high strength side columns 1 is connected within a range of the upper and lower end faces of the through part 41; and load transmitting means 45 is provided for transmitting the load from the low strength side beam 2 to the through part 41.SELECTED DRAWING: Figure 1
【課題】コストの嵩む高強度側コンクリートの使用量を少なくして低コスト化を図りながら、上方側の高強度側柱から下方側の高強度側柱に大きな柱軸力を長期間に亘って適切に伝達でき、更に、低強度側梁から仕口部に伝達される荷重も下方側の高強度側柱に適切に伝達できる柱梁仕口構造を提供する。【解決手段】高強度側コンクリートで構成される上下の高強度側柱１と低強度側コンクリートで構成される低強度側梁２とが仕口部４で接続され、仕口部４の内部には、夫々の高強度側柱１の端部間に亘る通し部４１が高強度側コンクリートで構成され、仕口部４の通し部４１以外の部位４４が低強度側コンクリートで構成され、通し部４１の上下の端面の範囲内に夫々の高強度側柱１の端部が接続され、低強度側梁２からの荷重を通し部４１に伝達させる荷重伝達手段４５が備えられる。【選択図】図１
COLUMN-BEAM CONNECTION STRUCTURE
To provide a column-beam connection structure capable of appropriately transmitting a large column axial force from an upper side high strength side column to a lower side high strength side column over a long period, while reducing the use of high-cost high strength side concrete and cost, and further, capable of appropriately transmitting a load transmitted from a low strength side beam to a connection part to the lower side high strength side column.SOLUTION: In a column-beam connection structure, upper and lower high strength side columns 1 formed of high strength side concrete are connected to a low strength side beam 2 formed of low strength side concrete at a connection part 4; inside the connection part 4, a through part 41 set between end parts of the respective high strength side columns 1 is formed of the high strength side concrete; a part 44 other than the through part 41 of the connection part 4 is formed of the low strength side concrete; the end part of each of the high strength side columns 1 is connected within a range of the upper and lower end faces of the through part 41; and load transmitting means 45 is provided for transmitting the load from the low strength side beam 2 to the through part 41.SELECTED DRAWING: Figure 1
【課題】コストの嵩む高強度側コンクリートの使用量を少なくして低コスト化を図りながら、上方側の高強度側柱から下方側の高強度側柱に大きな柱軸力を長期間に亘って適切に伝達でき、更に、低強度側梁から仕口部に伝達される荷重も下方側の高強度側柱に適切に伝達できる柱梁仕口構造を提供する。【解決手段】高強度側コンクリートで構成される上下の高強度側柱１と低強度側コンクリートで構成される低強度側梁２とが仕口部４で接続され、仕口部４の内部には、夫々の高強度側柱１の端部間に亘る通し部４１が高強度側コンクリートで構成され、仕口部４の通し部４１以外の部位４４が低強度側コンクリートで構成され、通し部４１の上下の端面の範囲内に夫々の高強度側柱１の端部が接続され、低強度側梁２からの荷重を通し部４１に伝達させる荷重伝達手段４５が備えられる。【選択図】図１
COLUMN-BEAM CONNECTION STRUCTURE
柱梁仕口構造
DOI TAKASHI (author) / KOKONNO MASARU (author) / KODA MARINA (author) / SAWAI YOSHIAKI (author) / TANABE YUSUKE (author)
2021-09-24
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
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GENERAL BUILDING CONSTRUCTIONS