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PILE BODY CONSTRUCTION METHOD
To provide a pile body construction method capable of improving the workability of the pile body.SOLUTION: A pile body construction method includes a pile hole forming step of forming a pile hole 10 in the ground G, a storage portion forming step of forming a storage portion 40 located at the lower end portion of the pile hole 10 by filling a first curing agent 41, a lower fixing portion forming step of forming a lower fixing portion 50 by filling a second curing agent 51, an inserting step of inserting a pile body 20 into the pile hole 10 before the first curing agent 41 and the second curing agent 51 are cured, and an adjusting step of adjusting a position or an inclination of the pile body 20 inserted in the inserting step before the first curing agent 41 and the second curing agent 51 are cured.SELECTED DRAWING: Figure 1
【課題】杭体の施工性を向上させることが可能となる、杭体施工方法を提供すること。【解決手段】杭体施工方法は、杭孔10を地盤Gに形成する杭孔形成工程と、杭孔10の下端部に位置する貯留部40を第1硬化剤41の充填によって形成する貯留部形成工程と、下側固定部50を第2硬化剤51の充填によって形成する下側固定部形成工程と、第1硬化剤41及び第2硬化剤51が硬化する前に、杭体20を杭孔10に挿入する挿入工程と、第1硬化剤41及び第2硬化剤51が硬化する前に、挿入工程において挿入された杭体20の位置又は傾きを調整する調整工程と、を含む。【選択図】図1
PILE BODY CONSTRUCTION METHOD
To provide a pile body construction method capable of improving the workability of the pile body.SOLUTION: A pile body construction method includes a pile hole forming step of forming a pile hole 10 in the ground G, a storage portion forming step of forming a storage portion 40 located at the lower end portion of the pile hole 10 by filling a first curing agent 41, a lower fixing portion forming step of forming a lower fixing portion 50 by filling a second curing agent 51, an inserting step of inserting a pile body 20 into the pile hole 10 before the first curing agent 41 and the second curing agent 51 are cured, and an adjusting step of adjusting a position or an inclination of the pile body 20 inserted in the inserting step before the first curing agent 41 and the second curing agent 51 are cured.SELECTED DRAWING: Figure 1
【課題】杭体の施工性を向上させることが可能となる、杭体施工方法を提供すること。【解決手段】杭体施工方法は、杭孔10を地盤Gに形成する杭孔形成工程と、杭孔10の下端部に位置する貯留部40を第1硬化剤41の充填によって形成する貯留部形成工程と、下側固定部50を第2硬化剤51の充填によって形成する下側固定部形成工程と、第1硬化剤41及び第2硬化剤51が硬化する前に、杭体20を杭孔10に挿入する挿入工程と、第1硬化剤41及び第2硬化剤51が硬化する前に、挿入工程において挿入された杭体20の位置又は傾きを調整する調整工程と、を含む。【選択図】図1
PILE BODY CONSTRUCTION METHOD
杭体施工方法
TANIGAWA TOMOHIRO (author) / IIDA YOSHITAKA (author) / TAYA YUJI (author) / NISHI KENTARO (author) / TSUCHIYA TOMIO (author) / TOYODA KOICHI (author) / SHIMIZU TORU (author) / YAMAZAKI SADAHIRO (author) / YOKOYAMA MASAKI (author)
2019-07-04
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Construction method of carrier pile of concrete pile body
European Patent Office | 2022
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