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  6. [Construction Case] Multi-Drill Method Equivalent to BG Method

[Construction Case] Multi-Drill Method Equivalent to BG Method

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last updated:Aug 02, 2023

東京テクノ
東京テクノ
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We would like to introduce a case study of underground obstacle removal conducted by our company. In Tokyo, we carried out construction using a multi-drill method equivalent to the BG method. We removed PHC piles and pine piles with a diameter of 1500 mm and a length of 22 m. We have provided images of this case study in the related link, so please take a look. 【Case Overview】 ■ Project Name: Multi-drill Method Equivalent to BG Method ■ Construction Date: June 10, 2022 ■ Location: Tokyo ■ Details: Diameter 1500 mm, Length 22 m *For more details, please download the PDF from the related link or contact us.

    Other civil engineering works
【施工事例】BG工法と同等のマルチドリル工法1.PNG

[Construction Case] Multi-Drill Method Equivalent to BG Method

【施工事例】BG工法と同等のマルチドリル工法1.PNG
【施工事例】BG工法と同等のマルチドリル工法1.PNG
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Removal of Underground Obstacles: Multi-Drill Method

Removal of Underground Obstacles: Multi-Drill Method

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東京テクノ

東京テクノ

Facility Design Office

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Our company conducts construction work related to building foundations, including the removal of underground obstacles using the multi-drill method, ground improvement work for single-family residential sites, pile driving for low to mid-rise apartment buildings, retaining wall support pile installation, excavation support work, and ground surveys. We have a system in place to propose appropriate methods based on usage and construction conditions, providing a comprehensive range of support from design to municipal coordination, construction, and management. We have developed numerous original methods and obtained patents, NETIS registrations, and utility model certificates. Please feel free to consult us even for projects that have been declined by other companies. In collaboration with our group company, Tomi Crane Co., Ltd., we respond with a wealth of machinery, years of experience and trust, and high-level technology.

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