China's "Deep-sea Space Station" Completes Debut
2026-02-06
On February 6, the "Deep-sea Space Station" completed its first application at the Jintang Undersea Tunnel. The 75-meter high-pressure operation broke through the traditional depth limit, marking a new breakthrough in China’s deep-buried tunnel construction technology and filling the domestic gap in relevant fields.

Deep-sea Space Station
On February 6, China's first domestically developed shielded saturation pressurized cabin entry equipment, the "Deep-sea Space Station," successfully completed its inaugural engineering application at the Ningbo-side construction site of the Jintang Undersea Tunnel of the Ningbo-Zhoushan Railway. Operating in a high-pressure environment at a depth of 75 meters, it carried out shielded cabin entry operations and replaced a total of 46 cutter tools. This achievement effectively breaks through the traditional technical limitation of a safe operational depth of 60 meters, adding a core technological accomplishment to China's deep-buried tunnel construction sector.
Reportedly, the "Deep-sea Space Station" was jointly developed by China Railway 14th Bureau Group Co., Ltd. and the Shanghai Salvage Bureau under the Ministry of Transport. After three years of technological breakthroughs and equipment commissioning, it comprises multiple functional modules, including the Ninghai (Living) Cabin, Tanhai (Shuttle) Cabin, and Zhenhai (Control) Cabin. Innovatively integrating mature saturation diving technology from marine engineering with shielded tunnel construction techniques, the equipment effectively overcomes the technical bottlenecks of traditional pressurized cabin entry operations for shielded tunneling. It achieves breakthroughs in three core dimensions: operational depth, construction efficiency, and safety assurance, filling the technological gap in shielded pressurized cabin entry for deep-buried tunnels in China.

Ninghai (Living) Cabin

Tanhai (Shuttle) Cabin

Zhenhai (Control) Cabin
In terms of technological breakthroughs:
Operational Depth: The "Deep-sea Space Station" has a designed maximum operational depth of 100 meters. Its actual application depth reached 75 meters, significantly surpassing the traditional 60-meter operational limit and precisely meeting the construction requirements of the Jintang Undersea Tunnel, which has a maximum burial depth of 78 meters.
Construction Efficiency: The equipment extends the traditional single effective pressurized cabin entry duration from 40 minutes to 8 hours. It supports 24-hour cyclic operations by multiple teams of workers, with a maximum continuous operational cycle of 28 days, substantially enhancing the efficiency of shielded tunneling for deep-buried tunnels.
Safety Assurance: Through the accompanying "Ninghai Cabin," workers can reside and operate for extended periods in high-pressure environments. This effectively mitigates occupational health risks such as nitrogen narcosis and decompression sickness caused by frequent pressurization and depressurization, comprehensively reinforcing construction safety measures.
As a critical control project of the Ningbo-Zhoushan Railway, the Jintang Undersea Tunnel is currently the world's longest, geologically most complex, and most challenging deep-sea high-speed railway tunnel, with a maximum burial depth of 78 meters. During shielded tunneling, it faces technical challenges such as frequent cutter wear and significant high-pressure operational risks. The successful application of the "Deep-sea Space Station" has completely eliminated the core technical obstacles in the tunnel's construction.
As of now, the "Ningbo-Zhoushan" shield machine responsible for tunneling on the Ningbo side has advanced over 3,000 meters. It is projected to achieve precise docking of the undersea tunnel by the end of 2026, laying a solid foundation for the full opening of the Ningbo-Zhoushan Railway.

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Abstract: Large-diameter drilling (also known as shaft sinking by drilling method) originated in Western Europe. After technological iterations in various countries, it has been widely applied and relevant equipment developed in the United States, the Soviet Union, Germany and other countries. China conducted trials in 1958 and drilled its first mine shaft in 1969, gradually achieving independent development and expanding its applications to national defense, high-rise buildings, sewage treatment and other fields.
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With the steady advancement of global underground infrastructure construction, the wear-resistant material technology of shield tunneling machine tools is accelerating iteration and upgrading. Its performance level directly determines the operational efficiency of shield equipment and the control effect of the whole life cycle cost of projects. Currently, the innovation of wear-resistant materials for shield tunneling machine tools presents three core development directions: composite diversification, intelligent technology integration, and green remanufacturing, which will continue to promote the upgrading and improvement of tool products towards high performance and low carbonization.
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