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LEVELNESS MEASURING DEVICE AND METHOD OF DRIVEN PILE
PROBLEM TO BE SOLVED: To provide a levelness measuring device and a method thereof capable of measuring an inclination of a driven pile with high accuracy and in real time regardless of being on water or in water when the driven pile is driven.SOLUTION: When an inclination of a driven pile 11 to be driven in the ground is measured, a plurality of sealed containers 2 having airtightness stored with high specific gravity fluids w and low specific gravity fluids g are fixed on an outer peripheral surface of the driven pile 11, and a liquid level of the high specific gravity fluids w stored in respective containers 2 is sequentially detected by a liquid level detection device 5, and this detection data is sequentially inputted to a calculating machine 6, and the inclination of the driven pile 11 is sequentially calculated by the calculating machine 6 on the basis of this inputted detection data and the previously inputted position data of the respective containers 2 in a state in which the respective containers 2 are communicated by the high gravity fluid pipe 3 so as to make the high specific gravity fluids w stored in these containers communicated and the respective containers 2 are communicated by the low gravity fluid pipe 4 so as to make the low specific gravity fluids g stored in these containers communicated.
【課題】打設杭を打設する際に打設杭の傾きを、水上、水中に関わらずリアルタイムに高い精度で測定することができる水平度測定装置および方法を提供する。【解決手段】地盤に打設される打設杭11の傾きを測定する際に、重比重流体wと軽比重流体gとが収容されて気密性を有する密閉された複数の容器2を、打設杭11の外周面に固定するとともに、それぞれの容器2を重比重流体管3で連通してこれらの容器に収容された重比重流体wを連通させ、かつ、それぞれの容器2を軽比重流体管4で連結してこれらの容器に収容された軽比重流体gを連通させた状態にして、それぞれの容器2に収容された重比重流体wの液位を液位検知器5により逐次検知し、この検知データを演算機6に逐次入力し、この入力された検知データと予め入力されているそれぞれの容器2の位置データとに基づいて演算機6により打設杭11の傾きを逐次算出する。【選択図】図1
LEVELNESS MEASURING DEVICE AND METHOD OF DRIVEN PILE
PROBLEM TO BE SOLVED: To provide a levelness measuring device and a method thereof capable of measuring an inclination of a driven pile with high accuracy and in real time regardless of being on water or in water when the driven pile is driven.SOLUTION: When an inclination of a driven pile 11 to be driven in the ground is measured, a plurality of sealed containers 2 having airtightness stored with high specific gravity fluids w and low specific gravity fluids g are fixed on an outer peripheral surface of the driven pile 11, and a liquid level of the high specific gravity fluids w stored in respective containers 2 is sequentially detected by a liquid level detection device 5, and this detection data is sequentially inputted to a calculating machine 6, and the inclination of the driven pile 11 is sequentially calculated by the calculating machine 6 on the basis of this inputted detection data and the previously inputted position data of the respective containers 2 in a state in which the respective containers 2 are communicated by the high gravity fluid pipe 3 so as to make the high specific gravity fluids w stored in these containers communicated and the respective containers 2 are communicated by the low gravity fluid pipe 4 so as to make the low specific gravity fluids g stored in these containers communicated.
【課題】打設杭を打設する際に打設杭の傾きを、水上、水中に関わらずリアルタイムに高い精度で測定することができる水平度測定装置および方法を提供する。【解決手段】地盤に打設される打設杭11の傾きを測定する際に、重比重流体wと軽比重流体gとが収容されて気密性を有する密閉された複数の容器2を、打設杭11の外周面に固定するとともに、それぞれの容器2を重比重流体管3で連通してこれらの容器に収容された重比重流体wを連通させ、かつ、それぞれの容器2を軽比重流体管4で連結してこれらの容器に収容された軽比重流体gを連通させた状態にして、それぞれの容器2に収容された重比重流体wの液位を液位検知器5により逐次検知し、この検知データを演算機6に逐次入力し、この入力された検知データと予め入力されているそれぞれの容器2の位置データとに基づいて演算機6により打設杭11の傾きを逐次算出する。【選択図】図1
LEVELNESS MEASURING DEVICE AND METHOD OF DRIVEN PILE
打設杭の水平度測定装置および方法
IMAMURA KAZUNORI (Autor:in) / TANAKA TAKAYUKI (Autor:in) / OKAYAMA KENJI (Autor:in) / TATENO KEISUKE (Autor:in)
16.07.2015
Patent
Elektronische Ressource
Japanisch
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