Portable cone penetration test device.
We handle the cone penetrometer 'S-217', which aims to determine cone penetration resistance by manually and statically inserting a cone into soft ground such as cohesive soil and humus soil. From this cone penetration resistance, the stratigraphic composition, thickness, strength of the soft layer, and the cohesion of cohesive soil can be quickly and easily determined. It is mainly used to assess the trafficability of construction machinery and the bearing capacity of single-family homes. 【Specifications】 ■ Measurement method: Probing ring method ■ Measurement capacity: 1000N ■ Applicable standard: JGS 1431 (Portable cone penetration test method based on the Japan Geotechnical Society standards (draft)) ■ Tip cone ・ Type cone (large): Tip angle 30° Maximum cross-sectional area 6.45m2 ・ Cone (small): Tip angle 30° Maximum cross-sectional area 3.23m2 * For more details, please download the PDF or feel free to contact us.
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【Related Equipment】 ■ Doken-type Penetration Test Device S-213 ■ Simple Dynamic Cone Penetration Test Device S-214 *For more details, please download the PDF or feel free to contact us.
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For more details, please download the PDF or feel free to contact us.
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Kongo Measurement Instruments was founded as a precision equipment sales company and has been contributing to the community for over 60 years. We sincerely thank you for your continued patronage and support. We strive not only to deliver products but also to ensure customer satisfaction through our daily sales activities and user support as a true technical trading company. We propose and deliver optimal products and systems that meet your needs. After installation, we aim to provide heartfelt service to create the best usage environment. We are also committed to building a mutual trust relationship. Through the "products, services, and sincerity" we deliver, Kongo Measurement Instruments is actively working to create the next era together with you. We look forward to your continued support and encouragement.
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