Umbrella Arch Systems
Umbrella Pipe
The FATE Engineering Umbrella Pipe is a durable steel pipe system that provides safe support in weak ground during tunnel excavation.
About the product
Umbrella Pipe
Steel pipe umbrella arch application has become widespread in tunneling in risky areas and weak ground conditions. In order to prevent the risk of damage to the buildings on the tunnel route, steel pipe umbrella arch system of appropriate DIAMETER is preferred. Which pipe DIAMETER to use affects both the economy and duration of the project. The pipe DIAMETER to be used affects the project cost and duration. While 3”, 3,5” and 4 inch steel pipe umbrella belt application requires a special drilling machine, smaller DIAMETER pipes can be placed in the tunnel phase by means of a drilling equipment connected to excavators. Choosing the appropriate steel pipe DIAMETER is important in meeting the loads and stresses in front of the tunnel.
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In the same group
Umbrella Arch Systems
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Tunnel
Two-Slot Ring Bit
An annular drill bit fitted to the front of the pipe-umbrella tube, working together with the pilot bit. While the pilot bit drills the centre of the hole, the ring bit enlarges it to the diameter needed for the tube to advance. In weak geological conditions, such as fault zones, weathered and blocky rock or loose ground, the hole often collapses and drilling becomes difficult. Because the tube advances with the drilling, the hole is kept open and the umbrella tube is placed directly in position. When drilling is complete, the pilot bit is released from the ring bit’s two-slot connection and withdrawn through the tube; the ring bit remains in the ground with the tube. Tungsten carbide buttons on the face break the ground, while flushing channels help carry the cuttings out.
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Tunnel
Three-Slot Ring Bit
An annular drill bit at the front of the pipe-umbrella tube, working together with the pilot bit. While the pilot bit drills the centre of the hole, the ring bit enlarges it to the diameter needed for the tube to advance. Advancing the tube with the drilling keeps the hole open and places the tube in position, especially in loose and collapsing ground. The three-slot connection transfers rotation and impact from the pilot bit to the ring bit. Tungsten carbide buttons on the face break the ground, while flushing channels help clear the cuttings. When drilling is complete, the pilot bit is released from the connection and withdrawn through the tube; the ring bit remains in the ground with the tube.
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Tunnel
Two-Slot Pilot Bit
The centre drill bit used together with the ring bit in pipe-umbrella drilling. While drilling the centre of the hole, the pilot bit transfers rotation and impact to the ring bit through its two-slot connection. The ring bit then enlarges the hole to the diameter needed for the tube to advance, and the tube is placed as drilling proceeds. Tungsten carbide buttons on the face break the ground, while flushing channels help clear the cuttings. When drilling is complete, the pilot bit is released from the ring bit and withdrawn through the tube for reuse; the ring bit remains in the ground with the tube.
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Tunnel
Three-Slot Pilot Bit
The centre drill bit used together with the three-slot ring bit in pipe-umbrella drilling. While drilling the centre of the hole, the pilot bit transfers rotation and impact to the ring bit through its engagement faces. The ring bit enlarges the hole to the diameter needed for the tube to advance, and the umbrella tube is placed as drilling proceeds. Tungsten carbide buttons on the face break the ground, while flushing channels help clear the cuttings. When drilling is complete, the pilot bit is released from the ring bit and withdrawn through the tube for reuse.
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Tunnel
Male / Female Coupling
Male and female couplers that join pipe-umbrella tubes end to end with a threaded connection. Tubes are added as drilling proceeds until the length specified in the design is reached. The connection transfers rotation and impact from one tube to the next during drilling and keeps the tubes on a common axis. During excavation, the joint must be as strong as the tube under the ground load it carries; coupler wall thickness and thread length are selected accordingly.