Zonal bolt-grouting support device and method for cataclastic rock mass large deformation of high-stress tunnel
US-12404772-B2 · Sep 2, 2025 · US
US10968702B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10968702-B2 |
| Application number | US-201916581961-A |
| Country | US |
| Kind code | B2 |
| Filing date | Sep 25, 2019 |
| Priority date | Sep 26, 2018 |
| Publication date | Apr 6, 2021 |
| Grant date | Apr 6, 2021 |
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A rock drilling machine, rock drilling rig and method of reinforcing rock surfaces by means of grouting material is provided. The grouting material is fed through the rock drilling machine to a drilling tool connected to the rock drilling machine. The rock drilling machine include a flushing feed path, which is utilized in the feeding of the grouting material.
Opening claim text (preview).
What is claimed is: 1. A rock drilling machine comprising: a flushing housing and at least one flushing port arranged for feeding flushing fluid to the flushing housing; at least one feed port arranged for receiving grouting material; at least one flushing feed path in fluid connection with the at least one feed port and configured to convey the grouting material fed to at least one the feed port via the rock drilling machine to a rock drilling tool connectable to the rock drilling machine, wherein the at least one feed port for the grouting material is located at the flushing housing, whereby the grouting material is configured to be fed through the flushing housing to the drilling tool; and an external mixing device arranged for mixing at least two resin components of the grouting material together before the grouting material enters the flushing housing, the mixing device being located outside a body of the rock drilling machine and mounted to a feed conduit in fluid connection with the at least one feed port, wherein the grouting material and the flushing fluid are configured to be fed through a single feed port, which is common for both the grouting material and flushing fluid feeding. 2. The rock drilling machine as claimed in claim 1 , further comprising an integrated flushing system arranged for feeding the flushing fluid to the drilling tool, wherein the at least one feed port is in fluid connection with the flushing system for feeding the grouting material through the flushing system to the drilling tool. 3. The rock drilling machine as claimed in claim 1 , wherein the drilling tool connectable to the rock drilling machine is a self-drilling anchor bolt including a hollow shaft for feeding the flushing fluid and the injected grouting material therethrough and a drill bit located at a distal end of the bolt. 4. A rock drilling rig comprising: a movable carrier; at least one drilling boom; a drilling unit at a distal end part of the drilling boom, wherein the drilling unit includes a feed beam and a rock drilling machine according to claim 1 supported movably on the feed beam; and the rock drilling machine including a grouting material feed system arranged for feeding grouting material to a drilling tool connectable to the rock drilling machine wherein the grouting material feed system is arranged to inject the grouting material to drill holes drilled by the rock drilling machine. 5. A method of reinforcing rock surfaces, the method comprising: drilling drill holes in a rock surface with a rock drilling machine; mixing resin components of a grouting material with an external mixing device located outside a body of the rock drilling machine and connected to a feed conduit in fluid connection with a feed port arranged for receiving the grouting material; injecting the grouting material through a drilling tool connected to the rock drilling machine; arranging a rock bolt to the drill hole; and feeding the grouting material through a flushing housing, the flushing housing, feed conduit and feed port being part of a flushing feed path of a flushing system of the rock drilling machine, and at least one flushing port being arranged for feeding flushing fluid to the flushing housing, wherein the injected grouting material and the flushing fluid is fed through the flushing feed path of the rock drilling machine, and wherein the grouting material and the flushing fluid are configured to be fed through a single feed port, which is common for both the grouting material and flushing fluid feeding. 6. The method as claimed in claim 5 , further comprising flushing the flushing feed path after the grouting material is fed by feeding the flushing fluid therethrough.
Anchoring or feeding in the borehole · CPC title
Devices or accesories for injecting a grouting liquid in a bore-hole (E21D20/003 takes precedence; improving soil or rock by injections E21D9/001) · CPC title
Grouting with organic components, e.g. resin · CPC title
Machines for drilling anchor holes and setting anchor bolts · CPC title
Rock drills, i.e. jumbo drills · CPC title
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