Device and method for controlled breaching of reinforced concrete
View Patent ↗A breaching apparatus includes an impactor element and a self-contained energy source. The self-contained energy source enables the impactor element to impact a first surface of a structure. The impactor element is configured to transmit a localized shock wave through the structure upon impact. The self-contained energy source is capable of accelerating the impactor element to a velocity sufficient to induce spalling at a second surface of the structure. Multiple breaching apparatuses can be supported by a frame to facilitate simultaneous or successive breaching of the structure. The breaching apparatus can be used in a method to breach a concrete structure.
1. A method of breaching a concrete wall structure, said method comprising the steps of:
providing an apparatus that includes a self-contained energy source and an impactor element, said impactor element including a blunt impactor face;
actuating said self-contained energy source to accelerate said blunt impactor face of said impactor element toward a first surface of said concrete structure, and to cause said blunt impactor face to impact upon said first surface of said concrete structure; and
transmitting a localized shock wave through the concrete structure and inducing spalling at a second surface of said concrete structure that is opposed to the first surface of the concrete structure, and thereby structurally weaken a prescribed area and create an opening through said concrete structure.
2. The method of claim 1 , wherein the energy source includes powder actuated cartridges, and wherein said method of breaching includes the steps of actuating a first one of said cartridges, and then actuating a second one of said cartridges.
3. The method of claim 1 , wherein said step of actuating said energy source occurs while said apparatus is held by at least one human operator in a stationary position.
4. The method of claim 3 , wherein said step of actuating said energy source includes the step of operating a trigger, and wherein said step of operating said trigger is performed while said apparatus is held by said human operator in said stationary position, and wherein said step of operating said trigger is performed by said human operator.
5. The method of claim 4 , further comprising the step of actuating a powder actuated cartridge, and wherein said step of actuating said powder actuated cartridge occurs subsequent to said step of transmitting said localized shock wave through said concrete structure and inducing spalling at said second surface.
6. The method of claim 2 , wherein said step of accelerating said blunt impactor face toward said first surface of said concrete wall includes the step of moving said blunt impactor face from a first position, where the blunt impactor face is spaced apart from the first surface, to a second position, where the blunt impactor face contacts the first surface, and wherein the step of actuating said first one of said powder cartridges occurs while said blunt impactor face is in said first position, and wherein said step of transmitting said localized shock wave occurs while said blunt impactor face is in said second position.
7. The method of claim 6 , wherein said step of actuating the first cartridge includes activating a spring-loaded firing element.
8. The method of claim 6 , wherein actuating the first cartridge includes activating a solenoid-driven firing element.
9. A method of breaching a concrete wall of a rigid concrete structure, said concrete wall of said structure having first and second opposing surfaces, comprising:
actuating a self-contained energy source;
propelling a blunt impactor face of an impactor element upon the first surface of said concrete wall in response to actuating the self-contained energy source; and
transmitting a localized shock wave through said concrete wall of the rigid concrete structure in response to propelling the blunt impactor face of the impactor element, wherein transmitting the localized shock wave causes spalling at the second surface of said concrete wall of said rigid concrete structure, to thereby structurally weaken a prescribed area and create an opening through said concrete wall.
10. The method of claim 9 , wherein a structural element is embedded in the rigid structure.
11. The method of claim 9 , wherein said rigid structure includes reinforced concrete, and wherein said reinforced concrete includes rebar and surrounding concrete, and wherein said method further includes the step of using said localized shock wave to separate the surrounding concrete from a surface of the rebar.
12. The method of claim 10 , wherein said rigid structure includes reinforced concrete, and wherein said structural element includes rebar embedded in said reinforced concrete.