A shield-carried noncontact frequency-domain electrical real-time advanced detection system and method are provided. Noncontact electrodes are installed on a cutter head of a shield tunneling machine, current is emitted and received using capacitance coupling, the electrodes are connected to a host via a multi-way swivel joint, measured data is inversed and interpreted in real time, and the prediction result is transmitted to a control system of the shield tunneling machine so as to provide a technical support for safety construction of the shield tunneling machine; the noncontact electrodes are installed on the shield cutter head. Real-time advanced detection of geology in front of a tunnel face can be realized in the tunneling process, so that the requirement for quick tunneling construction is met, and the efficiency of advanced geological detection of the shield tunneling machine is improved; and an electrode system is only installed on the cutter head.

An energy device for shield machines disclosed by the application comprises: a trolley structure arranged behind the shield machine; a power management system arranged on the trolley structure and electrically connected with the shield machine main body; a solid-state energy cell arranged on the trolley structure; wherein, the solid-state energy cell is connected with the power management system and used for providing electric energy output; and an inverter system arranged between the power management system and the solid-state energy cell, wherein the inverter system is used for controlling the charging input or power supply output of the solid-state energy cell. The energy device for shield machines disclosed by the application is safe and environment-friendly, can replace the diesel generator as the emergency energy source of shield machines, provides stable power supply, and reduces the power consumption cost of the shield machine.

Provide is a method for real-time deviation monitoring of miniature pipe-roofing jacking pipes of spiral soil-discharging. The method includes: welding a measurement auxiliary pipe to an outer wall of a pipe-roofing steel pipe, providing a laser pen inside a front end of the measurement auxiliary pipe, and the laser pen emits a beam propagating from the front end to a rear end of the measurement auxiliary pipe. After installation, a male lock buckle and a female lock buckle are symmetrically welded onto the pipe-roofing steel pipe, and form an integrated structure with the pipe-roofing steel pipe. A measurement plate is fixedly mounted on a housing of a pipe-roofing drilling machine. During jacking, a change of a position of the beam on the measurement plate is observed to determine a deviation of a drill bit of the pipe-roofing drilling machine and the pipe-roofing steel pipe in real-time.

An energy device for shield machines disclosed by the application comprises: a trolley structure arranged behind the shield machine; a power management system arranged on the trolley structure and electrically connected with the shield machine main body; a solid-state energy cell arranged on the trolley structure; wherein, the solid-state energy cell is connected with the power management system and used for providing electric energy output; and an inverter system arranged between the power management system and the solid-state energy cell, wherein the inverter system is used for controlling the charging input or power supply output of the solid-state energy cell. The energy device for shield machines disclosed by the application is safe and environment-friendly, can replace the diesel generator as the emergency energy source of shield machines, provides stable power supply, and reduces the power consumption cost of the shield machine.

A method of lining a tunnel comprises providing a plurality of injectors (7) on an apparatus, the injectors being positioned adjacent an internal tunnel surface (6) or (41) and using the injectors to place and compress and, if required, crush the solid particles of, and dewater the lining material (5) to form a structural tunnel lining. The apparatus is moved forward by the pressure exerted by the injectors (7) as they discharge the lining material. Articulated shuttering for the tunnel lining is provided on a trailing side of the apparatus. The injectors (7) can be arranged on an apparatus having a cross-section corresponding to a cross-section of a tunnel to be lined.