A platform for research: civil engineering, architecture and urbanism
CONSTRUCTION METHOD OF SUSPENDED STEEL FRAME FOR SUSPENDED CEILING
PROBLEM TO BE SOLVED: To provide a construction method of a suspended steel frame for a suspended ceiling that enables a suspended steel frame to be suspended and supported on a building superstructure efficiently, even under a plurality of restrictions.SOLUTION: The following steps are executed in a suspended steel frame unit installation process: in a first step, suspended steel frame units 10 to 14 and 17 to 21 are hoisted straight upward along with a steel base 23 from a temporary storage area R before transport, by driving a plurality of lifting machines 30 to 33 for suspension; in a second step, the suspended steel frame units 10 to 14 and 17 to 21 are drawn in directly underneath a final installation position by driving a plurality of drawing-in lifting machines 34 to 37; and in a third step, the suspension steel frame units 10 to 14 and 17 to 21 are hoisted and installed at the final installation position by driving the plurality of drawing-in lifting machines 34 to 37.SELECTED DRAWING: Figure 1
【課題】多くの制約がある場合であっても、効率的に吊り鉄骨フレームを建物上部構造に吊り下げ支持させて構築することを可能にする吊り天井用の吊り鉄骨フレームの施工方法を提供する。【解決手段】吊り鉄骨ユニット設置工程では、第一段階で、複数の吊上げ用の揚重機30〜33の駆動によって搬送前仮置き領域Rから鉄骨基台23とともに吊り鉄骨ユニット10〜14、17〜21を真っ直ぐ上方に吊り上げ、第二段階で、複数の引込用の揚重機34〜37を駆動して吊り鉄骨ユニット10〜14、17〜21を最終設置位置の直下に引き込み、第三段階で、複数の引込用の揚重機34〜37を駆動して吊り鉄骨ユニット10〜14、17〜21を吊り上げて最終設置位置に設置する。【選択図】図1
CONSTRUCTION METHOD OF SUSPENDED STEEL FRAME FOR SUSPENDED CEILING
PROBLEM TO BE SOLVED: To provide a construction method of a suspended steel frame for a suspended ceiling that enables a suspended steel frame to be suspended and supported on a building superstructure efficiently, even under a plurality of restrictions.SOLUTION: The following steps are executed in a suspended steel frame unit installation process: in a first step, suspended steel frame units 10 to 14 and 17 to 21 are hoisted straight upward along with a steel base 23 from a temporary storage area R before transport, by driving a plurality of lifting machines 30 to 33 for suspension; in a second step, the suspended steel frame units 10 to 14 and 17 to 21 are drawn in directly underneath a final installation position by driving a plurality of drawing-in lifting machines 34 to 37; and in a third step, the suspension steel frame units 10 to 14 and 17 to 21 are hoisted and installed at the final installation position by driving the plurality of drawing-in lifting machines 34 to 37.SELECTED DRAWING: Figure 1
【課題】多くの制約がある場合であっても、効率的に吊り鉄骨フレームを建物上部構造に吊り下げ支持させて構築することを可能にする吊り天井用の吊り鉄骨フレームの施工方法を提供する。【解決手段】吊り鉄骨ユニット設置工程では、第一段階で、複数の吊上げ用の揚重機30〜33の駆動によって搬送前仮置き領域Rから鉄骨基台23とともに吊り鉄骨ユニット10〜14、17〜21を真っ直ぐ上方に吊り上げ、第二段階で、複数の引込用の揚重機34〜37を駆動して吊り鉄骨ユニット10〜14、17〜21を最終設置位置の直下に引き込み、第三段階で、複数の引込用の揚重機34〜37を駆動して吊り鉄骨ユニット10〜14、17〜21を吊り上げて最終設置位置に設置する。【選択図】図1
CONSTRUCTION METHOD OF SUSPENDED STEEL FRAME FOR SUSPENDED CEILING
吊り天井用の吊り鉄骨フレームの施工方法
NAGASE NAOKI (author) / KONDO KOJI (author) / NAGAOKA SATORU (author) / NAKAI KENJI (author) / MIYATA AKINA (author)
2017-11-02
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
SUSPENDED CEILING STRUCTURE AND SUSPENDED CEILING CONSTRUCTION METHOD
European Patent Office | 2015
|CONSTRUCTION METHOD OF SUSPENDED CEILING AND SUSPENDED CEILING
European Patent Office | 2015
|European Patent Office | 2019
|