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RISING MEMBER, FOUNDATION STRUCTURE AND CONSTRUCTION METHOD THEREOF
To provide a rising member improved in workability for constructing a foundation structure, the foundation structure and a construction method thereof.SOLUTION: A rising member 1 has a structure having a rectangular steel pipe 20. The rectangular steel pipe 20 has higher rigidity than an open cross sectional steel material. Accordingly, the rectangular steel pipe 20 can reduce a reinforcing structure and level adjusting points, when used as the rising member of a foundation structure 100. Specifically, when one rectangular steel pipe 20 is bridged between nods 15 without being reinforced with reinforcing fittings, the rising member 1 can keep a straight extended state, without deflecting between the nods 15.SELECTED DRAWING: Figure 1
【課題】基礎構造の構築のための施工性を向上できる立ち上がり部材、基礎構造及び基礎構造の施工方法を提供できる。【解決手段】立ち上がり部材1は、角形鋼管20を備えて構成される。角形鋼管20は、開断面の鋼材に比して剛性が高い。従って、角形鋼管20は、基礎構造100の立ち上がり部材として用いられたときに、補強構造やレベル調整箇所を低減することができる。具体的には、一本の角形鋼管20が補強金具などで補強することなく、節点15と節点15との間を架け渡した場合でも、立ち上がり部材1は、節点15と節点15との間で撓むこと無く、真っ直ぐに延びた状態を維持できる。【選択図】図1
RISING MEMBER, FOUNDATION STRUCTURE AND CONSTRUCTION METHOD THEREOF
To provide a rising member improved in workability for constructing a foundation structure, the foundation structure and a construction method thereof.SOLUTION: A rising member 1 has a structure having a rectangular steel pipe 20. The rectangular steel pipe 20 has higher rigidity than an open cross sectional steel material. Accordingly, the rectangular steel pipe 20 can reduce a reinforcing structure and level adjusting points, when used as the rising member of a foundation structure 100. Specifically, when one rectangular steel pipe 20 is bridged between nods 15 without being reinforced with reinforcing fittings, the rising member 1 can keep a straight extended state, without deflecting between the nods 15.SELECTED DRAWING: Figure 1
【課題】基礎構造の構築のための施工性を向上できる立ち上がり部材、基礎構造及び基礎構造の施工方法を提供できる。【解決手段】立ち上がり部材1は、角形鋼管20を備えて構成される。角形鋼管20は、開断面の鋼材に比して剛性が高い。従って、角形鋼管20は、基礎構造100の立ち上がり部材として用いられたときに、補強構造やレベル調整箇所を低減することができる。具体的には、一本の角形鋼管20が補強金具などで補強することなく、節点15と節点15との間を架け渡した場合でも、立ち上がり部材1は、節点15と節点15との間で撓むこと無く、真っ直ぐに延びた状態を維持できる。【選択図】図1
RISING MEMBER, FOUNDATION STRUCTURE AND CONSTRUCTION METHOD THEREOF
立ち上がり部材、基礎構造及び基礎構造の施工方法
TERADA SHIMPEI (author) / OKADA TADAYOSHI (author) / ISHIMARU AKIRA (author)
2020-10-08
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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