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RIGID-FRAMED STRUCTURE
PROBLEM TO BE SOLVED: To provide a rigid-framed structure that facilitates design work, enables construction work without being restricted by detailed construction plan, and realizes enhancement of flexural capacity of a beam, cost stabilization and cost reduction at a same time.SOLUTION: A rigid-framed structure 1 includes: a PCa column-beam member 12 prestressed by a PC steel member 37 extending in an X-direction, the column-beam member having a joint part 7 of a column 2 formed integrally with a half beam part 9 of an X-direction beam 3 connected to the joint part 7; and a PCa beam member 13 prestressed by a PC steel member 47 extending in a Y-direction, the beam member forming a Y-direction beam 5 separately from the joint part 7 of the column 2. The beam member 13 has a pair of widened beam parts 42 that widens the beam member laterally on both sides, at both end parts of a beam body 41 in an axial direction. The beam member 13 and the column-beam member 12 are pressure-joined with a PC steel bar 51 installed to pierce through the widened beam part 42 and the joint part 7, and a fastening metal fitting 52 that supports reactive force with an edge surface 42a of the widened beam part 42 opposite the column-beam member 12 side.SELECTED DRAWING: Figure 2
【課題】設計を容易とし、詳細な施工計画に縛られることなく施工可能とし、梁の曲げ耐力の向上とコストの安定化及び低廉化とを両立させる。【解決手段】ラーメン構造体1が、柱2の仕口部7と仕口部7に接合されるX方向梁3の梁半部9とを一体に構成し、X方向に延在するPC鋼材37によりプレストレスが導入されたPCa製の柱梁部材12と、柱2の仕口部7と別体に形成されてY方向梁5を構成し、Y方向に延在するPC鋼材47によりプレストレスが導入されたPCa製の梁部材13とを有するものとし、梁部材13が梁本体部41の軸方向両端において両側方に拡幅する一対の梁拡幅部42を有するものとし、梁拡幅部42及び仕口部7を貫通するように設けたPC鋼棒51と、梁拡幅部42の柱梁部材12側と相反する側の端面42aに反力をとる定着金物52とにより梁部材13と柱梁部材12とを圧着する。【選択図】図2
RIGID-FRAMED STRUCTURE
PROBLEM TO BE SOLVED: To provide a rigid-framed structure that facilitates design work, enables construction work without being restricted by detailed construction plan, and realizes enhancement of flexural capacity of a beam, cost stabilization and cost reduction at a same time.SOLUTION: A rigid-framed structure 1 includes: a PCa column-beam member 12 prestressed by a PC steel member 37 extending in an X-direction, the column-beam member having a joint part 7 of a column 2 formed integrally with a half beam part 9 of an X-direction beam 3 connected to the joint part 7; and a PCa beam member 13 prestressed by a PC steel member 47 extending in a Y-direction, the beam member forming a Y-direction beam 5 separately from the joint part 7 of the column 2. The beam member 13 has a pair of widened beam parts 42 that widens the beam member laterally on both sides, at both end parts of a beam body 41 in an axial direction. The beam member 13 and the column-beam member 12 are pressure-joined with a PC steel bar 51 installed to pierce through the widened beam part 42 and the joint part 7, and a fastening metal fitting 52 that supports reactive force with an edge surface 42a of the widened beam part 42 opposite the column-beam member 12 side.SELECTED DRAWING: Figure 2
【課題】設計を容易とし、詳細な施工計画に縛られることなく施工可能とし、梁の曲げ耐力の向上とコストの安定化及び低廉化とを両立させる。【解決手段】ラーメン構造体1が、柱2の仕口部7と仕口部7に接合されるX方向梁3の梁半部9とを一体に構成し、X方向に延在するPC鋼材37によりプレストレスが導入されたPCa製の柱梁部材12と、柱2の仕口部7と別体に形成されてY方向梁5を構成し、Y方向に延在するPC鋼材47によりプレストレスが導入されたPCa製の梁部材13とを有するものとし、梁部材13が梁本体部41の軸方向両端において両側方に拡幅する一対の梁拡幅部42を有するものとし、梁拡幅部42及び仕口部7を貫通するように設けたPC鋼棒51と、梁拡幅部42の柱梁部材12側と相反する側の端面42aに反力をとる定着金物52とにより梁部材13と柱梁部材12とを圧着する。【選択図】図2
RIGID-FRAMED STRUCTURE
ラーメン構造体
EGASHIRA HIROSHI (author) / KOSAKA HIDEYUKI (author) / SHINJO HIROSHI (author) / KURATA TOMIO (author) / KOBAYASHI TOMOKI (author) / DOI KAZUMASA (author) / KAWASHIMA MANABU (author) / MATSUI KOICHIRO (author)
2016-04-11
Patent
Electronic Resource
Japanese
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