Sound abatement system and method

Abstract

A sound abatement system and method providing for assembly of stacked acoustic suppression walls is disclosed. The system incorporates vertical support members (VSM) and/or vertical I-beams (VIB) driven into the ground that support an acoustic suppression panel (ACP) array by virtue of diagonal fastening cables (DFC). The DFC in one preferred embodiment utilizes a combination of threaded J-hooks, cable loops, and angle iron to fix the ACP to the VSM/VIB by frictional contact.

Claims

1. A sound abatement system comprising: (a) a plurality of vertical support members (VSMs); (b) a plurality of acoustic suppression panels (ASPs); and (c) a plurality of diagonal fastening cables (DFCs); wherein: said VSMs are positioned vertically in the ground surrounding the perimeter of an area to be provided sound suppression; said ASPs further comprise a structural support frame (SSF) comprising a welded array of tubular metal; said SSF is covered with an acoustic suppression fabric (ASF); said DFC comprises: (1) a cable strap having first and second looped ends; (2) first and second J-hooks each having a hooked end and a threaded end; (3) first and second threaded fasteners; and (4) a binding retention plate (BRP) having first and second retention holes; said DFC is configured to affix said ASP to said VSM by looping said cable strap around said SSF and said VSM to force a frictional contact surface between said SSF and said VSM; said first J-hook hooked end is engaged with said first cable looped end; said second J-hook hooked end is engaged with said second cable looped end; said first J-hook threaded end is retained in said first retention hole of said BRP using said first threaded fastener; said second J-hook threaded end is retained in said second retention hole of said BRP using said second threaded fastener; and said BRP is configured to make frictional contact with said VSM.

2. The sound abatement system of claim 1 wherein said VSMs comprise material selected from a group consisting of: I-beams (VIBs); I-beams (VIBs) having a flange-to-flange web dimension of 12 inches; steel pipe; and steel pipe having a diameter of 3.5 inches.

3. The sound abatement system of claim 1 wherein said SSF comprises construction parameters selected from a group consisting of: square tubular steel having outer frame dimensions of 8 feet by 20 feet and inner frame dimensions of 4 feet by 10 feet; 2-inch square tubular steel having outer frame dimensions of 8 feet by 20 feet and inner frame dimensions of 4 feet by 10 feet; and 2-inch square tubular steel having outer frame dimensions of 10 feet by 20 feet and inner frame dimensions of 5 feet by 10 feet.

4. The sound abatement system of claim 1 wherein said ASF comprises cementitious wood fiber.

5. The sound abatement system of claim 1 wherein said BRP comprises material selected from a group consisting of: angle iron; square tubing; flat bar stock; preformed retention plate; preformed retention bar; and crimped retention bar.

6. The sound abatement system of claim 1 wherein said cable strap is looped multiple times around said SSF and said VSM to affect fixation of said ASP to said VSM.

7. The sound abatement system of claim 1 wherein said first cable strap looped end and said second cable strap looped end further comprise a cable termination selected from a group consisting of: cable ferrule clip; double cable ferrule clip; cable clamp; and swaged cable eyelet.

8. A sound abatement method configured to operate on a sound abatement system comprising: (a) a plurality of vertical support members (VSMs); (b) a plurality of acoustic suppression panels (ASPs); and (c) a plurality of diagonal fastening cables (DFCs); wherein: said VSMs are positioned vertically in the ground surrounding the perimeter of an area to be provided sound suppression; said ASPs further comprise a structural support frame (SSF) comprising a welded array of tubular metal; said SSF is covered with an acoustic suppression fabric (ASF); said DFC comprises: (1) a cable strap having first and second looped ends; (2) first and second J-hooks each having a hooked end and a threaded end; (3) first and second threaded fasteners; and (4) a binding retention plate (BRP) having first and second retention holes; said DFC is configured to affix said ASP to said VSM by looping said cable strap around said SSF and said VSM to force a frictional contact surface between said SSF and said VSM; said first J-hook hooked end is engaged with said first cable looped end; said second J-hook hooked end is engaged with said second cable looped end; said first J-hook threaded end is retained in said first retention hole of said BRP using said first threaded fastener; said second J-hook threaded end is retained in said second retention hole of said BRP using said second threaded fastener; and said BRP is configured to make frictional contact with said VSM; wherein said method comprises the steps of: (1) driving said VSMs vertically into the ground surrounding the perimeter of a predefined area to be provided sound suppression; (2) preassembling said ASPs to attach said ASF to the outer planar surface of said SSF; (3) arraying said ASPs against said VSMs by repeated application of steps (4)-(8); (4) locating said ASP coincident with said VSM and any previously installed ASPs; (5) positioning the inner planar surfaces of said SSFs comprising said ASPs against said VSMs; (6) affixing said SSFs to said VSMs using said DFCs at each point in which said tubular metal contacts said VSMs; (7) at points where the outer frame edges of said SSF intersect, wrapping said cable strap around both SSF outer frame edges and said VSM to affix both SSF frames to said VSM; and (8) proceeding to step (3) until said perimeter is enclosed by said ASP to a predetermined height.

9. The sound abatement method of claim 8 wherein said VSMs comprise material selected from a group consisting of: I-beams (VIBs); I-beams (VIBs) having a flange-to-flange web dimension of 12 inches; steel pipe; and steel pipe having a diameter of 3.5 inches.

10. The sound abatement method of claim 8 wherein said SSF comprises construction parameters selected from a group consisting of: square tubular steel having outer frame dimensions of 8 feet by 20 feet and inner frame dimensions of 4 feet by 10 feet; 2-inch square tubular steel having outer frame dimensions of 8 feet by 20 feet and inner frame dimensions of 4 feet by 10 feet; and 2-inch square tubular steel having outer frame dimensions of 10 feet by 20 feet and inner frame dimensions of 5 feet by 10 feet.

11. The sound abatement method of claim 8 wherein said ASF comprises brand cementitious wood fiber.

12. The sound abatement method of claim 8 wherein said BRP comprises material selected from a group consisting of: angle iron; square tubing; flat bar stock; preformed retention plate; preformed retention bar; and crimped retention bar.

13. The sound abatement method of claim 8 wherein said cable strap is looped multiple times around said SSF and said VSM to affect fixation of said ASP to said VSM.

14. The sound abatement method of claim 8 wherein said first cable strap looped end and said second cable strap looped end further comprise a cable termination selected from a group consisting of: cable ferrule clip; double cable ferrule clip; cable clamp; and swaged cable eyelet.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) For a fuller understanding of the advantages provided by the invention, reference should be made to the following detailed description together with the accompanying drawings wherein:

(2) FIG. 1 illustrates a system block diagram depicting major components of the present invention;

(3) FIG. 2 illustrates a perspective view of an exemplary system application context for the present invention;

(4) FIG. 3 illustrates a perspective view of an exemplary system application context for the present invention;

(5) FIG. 4 illustrates a detail construction view of an exemplary sound abatement wall incorporating an exemplary system embodiment of the present invention;

(6) FIG. 5 illustrates a perspective view of a partially completed sound abatement application context incorporating an exemplary system embodiment of the present invention utilizing vertical I-beams (VIBs) as the vertical support members (VSMs);

(7) FIG. 6 illustrates a perspective view of a partially completed sound abatement application context incorporating an exemplary system embodiment of the present invention utilizing steel pipe as the vertical support members (VSMs);

(8) FIG. 7 illustrates a side outside view of a sound abatement wall incorporating an exemplary system embodiment of the present invention;

(9) FIG. 8 illustrates a flowchart depicting a preferred exemplary invention method;

(10) FIG. 9 illustrates a front perspective view of an exemplary acoustic suppression panel (ASP) useful in some preferred invention embodiments;

(11) FIG. 10 illustrates a rear perspective view of an exemplary acoustic suppression panel (ASP) useful in some preferred invention embodiments;

(12) FIG. 11 illustrates a perspective view of an exemplary structural support frame (SSF) useful in some preferred invention embodiments;

(13) FIG. 12 illustrates a front view of an exemplary structural support frame (SSF) useful in some preferred invention embodiments;

(14) FIG. 13 illustrates a perspective view of an exemplary acoustic suppression fabric (ASF) useful in some preferred invention embodiments;

(15) FIG. 14 illustrates a side view of an exemplary acoustic suppression fabric (ASF) useful in some preferred invention embodiments;

(16) FIG. 15 illustrates a hierarchal system block diagram depicting typical configurations of a diagonal fastening cable (DFC) means used in various invention embodiments;

(17) FIG. 16 illustrates a hierarchal system block diagram depicting typical configurations of various cabling means used in various invention embodiments;

(18) FIG. 17 illustrates a top right perspective view of a preferred invention embodiment utilizing a looped cable and retention plate;

(19) FIG. 18 illustrates a top center perspective view of a preferred invention embodiment utilizing a looped cable and retention plate;

(20) FIG. 19 illustrates a top left perspective view of a preferred invention embodiment utilizing a looped cable and retention plate;

(21) FIG. 20 illustrates a bottom perspective view of a preferred invention embodiment utilizing a looped cable and retention plate;

(22) FIG. 21 illustrates a top right perspective view of a preferred invention embodiment utilizing a crimped stud cable and retention plate;

(23) FIG. 22 illustrates a top right detail perspective view of a preferred invention embodiment utilizing a crimped stud cable and retention plate;

(24) FIG. 23 illustrates a perspective view of a preferred invention crimped stud cable embodiment;

(25) FIG. 24 illustrates a perspective sectional view of a preferred invention crimped stud cable embodiment;

(26) FIG. 25 illustrates a top right perspective view of a preferred invention embodiment utilizing a crimped stud cable and preformed retention plate;

(27) FIG. 26 illustrates a top detail perspective view of a preferred invention embodiment utilizing a crimped stud cable and preformed retention plate;

(28) FIG. 27 illustrates a perspective view of a preferred invention embodiment utilizing a preformed retention plate;

(29) FIG. 28 illustrates side and top views of a preferred invention embodiment utilizing a preformed retention plate;

(30) FIG. 29 illustrates a top right perspective view of a preferred invention embodiment utilizing a crimped stud cable and preformed retention bar;

(31) FIG. 30 illustrates a top right perspective view of a preferred invention embodiment utilizing a crimped stud cable and preformed retention bar;

(32) FIG. 31 illustrates a perspective view of a preferred invention embodiment preformed retention bar;

(33) FIG. 32 illustrates a side view of a preferred invention embodiment preformed retention bar;

(34) FIG. 33 illustrates a top right perspective view of a preferred invention embodiment utilizing a crimped stud cable and crimped stud retention bar;

(35) FIG. 34 illustrates a top left perspective view of a preferred invention embodiment utilizing a crimped stud cable and crimped stud retention bar;

(36) FIG. 35 illustrates a perspective view of a preferred invention embodiment crimped stud retention bar;

(37) FIG. 36 illustrates a side view of a preferred invention embodiment crimped stud retention bar;

(38) FIG. 37 illustrates a perspective view of a preferred invention embodiment looped cable design incorporating ferrule cable terminations;

(39) FIG. 38 illustrates a front perspective view of a preferred invention embodiment cable termination ferrule design;

(40) FIG. 39 illustrates a side perspective view of a preferred invention embodiment cable termination ferrule design;

(41) FIG. 40 illustrates a sectional view of a preferred invention embodiment cable termination ferrule design;

(42) FIG. 41 illustrates a perspective view of a preferred invention embodiment looped double cable design incorporating ferrule cable terminations;

(43) FIG. 42 illustrates a front perspective view of a preferred invention embodiment double cable termination ferrule design;

(44) FIG. 43 illustrates a side perspective view of a preferred invention embodiment double cable termination ferrule design;

(45) FIG. 44 illustrates a sectional view of a preferred invention embodiment double cable termination ferrule design;

(46) FIG. 45 illustrates a top perspective view of a preferred invention embodiment looped double cable design incorporating a cable clamp termination;

(47) FIG. 46 illustrates a bottom perspective view of a preferred invention embodiment looped double cable design incorporating a cable clamp termination;

(48) FIG. 47 illustrates a side perspective view of a preferred invention embodiment double cable clamp termination design;

(49) FIG. 48 illustrates a side view of a preferred invention embodiment double cable clamp termination design;

(50) FIG. 49 illustrates a perspective view of an exemplary embodiment of a cable means incorporating a swaged eyelet termination;

(51) FIG. 50 illustrates perspective views of an exemplary embodiment of a swaged eyelet cable terminator;

(52) FIG. 51 illustrates a front view of an exemplary embodiment of a swaged eyelet cable terminator;

(53) FIG. 52 illustrates a bottom view of an exemplary embodiment of a swaged eyelet cable terminator;

(54) FIG. 53 illustrates a top perspective view of a preferred exemplary invention embodiment employing angle iron, J-hooks, and looped-end cable to secure a VSM pipe and SSF;

(55) FIG. 54 illustrates a bottom perspective view of a preferred exemplary invention embodiment employing angle iron, J-hooks, and looped-end cable to secure a VSM pipe and SSF;

(56) FIG. 55 illustrates a top perspective view of a preferred exemplary invention embodiment employing angle iron and crimped-stud cable to secure a VSM pipe and SSF;

(57) FIG. 56 illustrates a bottom perspective view of a preferred exemplary invention embodiment employing angle iron and crimped-stud cable to secure a VSM pipe and SSF;

(58) FIG. 57 illustrates a top perspective view of a preferred exemplary invention embodiment employing a preformed retention bar used to secure a VSM pipe and SSF;

(59) FIG. 58 illustrates a side view of a preferred exemplary invention embodiment employing a preformed retention bar used to secure a VSM pipe and SSF;

(60) FIG. 59 illustrates a perspective view of a preferred exemplary multi-loop cabling configuration as applied to the present invention;

(61) FIG. 60 illustrates a side view of a preferred exemplary multi-loop cabling configuration as applied to the present invention;

(62) FIG. 61 illustrates a perspective view of a preferred exemplary multi-loop cross-over cabling configuration as applied to the present invention;

(63) FIG. 62 illustrates side views of a preferred exemplary multi-loop cross-over cabling configuration as applied to the present invention;

(64) FIG. 63 illustrates a perspective view of a preferred exemplary multi-loop cross-point cabling configuration as applied to the present invention; and

(65) FIG. 64 illustrates side views of a preferred exemplary multi-loop cross-point cabling configuration as applied to the present invention.

DESCRIPTION OF THE PRESENTLY PREFERRED EXEMPLARY EMBODIMENTS

(66) While this invention is susceptible of embodiment in many different forms, there is shown in the drawings and will herein be described in detailed preferred embodiment of the invention with the understanding that the present disclosure is to be considered as an exemplification of the principles of the invention and is not intended to limit the broad aspect of the invention to the embodiment illustrated. The numerous innovative teachings of the present application will be described with particular reference to the presently preferred embodiment, wherein these innovative teachings are advantageously applied to the particular problems of a SOUND ABATEMENT SYSTEM AND METHOD. However, it should be understood that this embodiment is only one example of the many advantageous uses of the innovative teachings herein. In general, statements made in the specification of the present application do not necessarily limit any of the various claimed inventions. Moreover, some statements may apply to some inventive features but not to others.

Cable Fastening not Limitive

(67) The present invention in many preferred embodiments utilizes wire cable as part of the attaching means between the acoustic panels and the vertical support structures. These wire cables may be terminated using a variety of methods including but not limited to cable clamps, braiding, welding, encapsulation, ferrules/clips/sleeves, and the like. The present invention does not limit the type of wire cable termination in this context, and thus the term termination should be given its broadest possible meaning in this application context.

J-Hook not Limitive

(68) Many preferred invention embodiments make use of J-hooks also referred to as J-bolts in the mechanical arts. Either of these terms should be considered equivalent in the context of the present invention. Many of these J-hook configurations will incorporate a hooked end and a threaded shaft to which a fastener, such as a nut, is affixed. One skilled in the art will recognize that the fastening means in this circumstance may include a wide variety of fastener types.

Vertical Support Member (VSM)/Vertical I-Beam (VIB) not Limitive

(69) Many preferred invention embodiments may make use of vertically-oriented conventional structural I-beams comprising a first and second flange parallel to one another, perpendicularly connected to each other with a web. While many preferred embodiments may make use of I-beams having a 12-inch web, other structural entities may be utilized in this context such as pipe, square tubing, rectangular tubing, structural channel, and the like. In these alternative contexts, the flanges of the I-beam as discussed herein may be substituted by any suitable surface of the alternative vertical support structure member.

(70) As illustrated in the Figures, the present invention is aptly suitable for application within a variety of vertical support members (VSM) as compared to the prior art because in contrast to the prior art the use of the diagonal fastening cable (DFC) means ensures that the profile of the VSM can be accommodated to affix the acoustic suppression panel (ASP) array to the VSM. This feature is not available in the prior art.

(71) Thus, the term VSM should be broadly construed to include a variety of support members including VIB structures. While the attached Figures and description will concentrate on VIB configurations, these embodiments are equally applicable to and should be considered as incorporating more generic VSM structures including pipe, square tubing, and other structural members.

Pipe not Limitive

(72) While many invention embodiments may make use of structural pipe as the vertical support member (VSM) to which the acoustic suppression panels (ASPS) are affixed, this term should be given broad interpretation as including a wide variety of tubular structural members.

Binding Retention Plate not Limitive

(73) While the present invention as depicted herein in some embodiments illustrates the use of angle iron as the binding retention plate (BRP) material, other equivalent forms are also anticipated, including square tubing, flat bar stock, and preformed plate assemblies, all of which should be included within the scope of the term BRP.

System Overview (0100)-(0700)

(74) Structural Block Diagram Overview (0100)

(75) A structural block diagram overview of the present invention may be generally interpreted via FIG. 1 (0100) wherein the sound abatement system (0101) is configured to comprise vertical I-beams (VIBs) (0110) to which acoustic suppression panels (ASPS) (0120) are attached. The ASPS (0120) consist of a structural support frame (SSF) (0121) to which an acoustic suppression fabric (ASF) (0122) is attached. The ASPS (0120) are then attached in a panelized array to the VIBs (0110) via use of a diagonal fastening cable means (DFC) (0130) that comprises fastening hardware attaching a variety of cable means (0131). The DFC (0130) is specifically designed to overcome the structural integrity problems associated with the prior art, as well as provide for an efficient methodology of attaching the ASPS (0120) to the VIBs (0110).

(76) More detail on the ASP (0120) and DFC (0130) configurations is provided by the Figure references in FIG. 1 (0100) and hierarchical block diagrams illustrated in FIG. 15 (1500) and FIG. 16 (1600). Exemplary embodiments of the system as implemented in a typical oil/gas field drilling operation are depicted in FIG. 2 (0200)-FIG. 7 (0700).

(77) Typical Oil/Gas Field Drilling Configuration (0200)(0700)

(78) As generally depicted in FIG. 2 (0200), the present invention may be advantageously applied to situations in which large areas (0201) associated with gas/oil drilling operations are to be provided sound abatement capability to suppress noise from drilling equipment (0202) and associated machinery and operations. In these situations, the perimeter of the sound abated area (0201) is fitted with vertical I-beams (VIBs) (0210) that provide support for a panelized array of acoustic suppression panels (ASPS) comprising a structural support frame (SSF) (0221) and covered with an acoustic suppression fabric (ASF) (0222). The ASPS are generally prefabricated and configured so that the SSF (0221) is attached to the ASF (0222). The SSF (0221) is then attached to the VIBs (0210) via use of a diagonal fastening cable (DFC) (0230) to secure the ASPS to the VIBs (0210), and to secure each SSF (0221) to adjacent SSFs in the panelized ASP array.

(79) As depicted in FIG. 3 (0300), the present invention system and method may be equally applied to oil/gas drilling operations or situations in which sound abatement (and/or visual screening) is to be applied to a variety of post-drilling operations.

(80) The panelized nature of the ASP array is further depicted in the inside perimeter view of FIG. 4 (0400), wherein the VIBs (0410) are attached to the ASP SSF frame (0421) via the use of the diagonal fastening cable (DFC) (0430). The SSF frame (0421) is attached to the sound suppression fabric (SSF) (0422) and may incorporate cross ribs (0423) within the perimeter of the SSF (0421). Additionally, diagonal internal supports (0424) may be incorporated to provide lateral stability to the SSF (0421). In addition to the use of the DFCs (0430) to affix the SSFs (0421) to the VIBs (0410), the system may incorporate crosspoint ties (0432) to integrate a SSF (0421) with adjacent SSFs at the corner points. While in many preferred invention embodiments the vertical perimeter of each SSF (0421) will coincide with the VIBs (0410), as illustrated in this example this is not necessarily a requirement for construction of the system as the SSF perimeter edges may be arbitrarily placed at intervals between the VIBs (0410).

(81) A typical configuration in partial construction using vertical I-beams (VIBs) for support is depicted in FIG. 5 (0500). FIG. 6 (0600) illustrates an alternative partial construction embodiment wherein steel pipe is used for the vertical support members. Outer wall detail is generally depicted in FIG. 7 (0700).

Method Overview (0800)

(82) The system application context depicted in FIG. 1 (0100)-FIG. 7 (0700) integrates a method whereby sound abatement for large areas may be rapidly and efficiently deployed. This methodology utilizes acoustic suppression panels (ASPS) that are pre-fabricated to be attached to vertical support members (VSMs) (which may include vertical I-beams (VIBs)) that are driven into the ground surrounding the perimeter of the sound abated area.

(83) An exemplary present invention method can be generally described in the flowchart of FIG. 8 (0800) as incorporating the following steps: (1) Driving vertical support members (VSMs) into the ground surrounding the perimeter of a predefined area to be provided sound suppression (0801); (2) Preassembling acoustic suppression panels (ASPS) to attach an acoustic suppression fabric (ASF) to the outer plane of a structural support frame (SSF) (0802); (3) Arraying the ASPS against the VSMs by repeated application of steps (3)-(7) (0803); (4) Locating an ASP panel coincident with the VSMs and any previously installed ASPS (0804); (5) Positioning the inner planer surface of the ASP SSF against the VSMs (0805); (6) Affixing the SSFs to the VSMs using diagonal fastening cables (DFCs) and hardware (0806); (7) At coincident frame edges of adjacent SSFs, wrapping the DFC around both SSF outer frame edges and the VSM to affix both SSF frame edges to the common VSM (0807); and (8) Repeating steps (3)-(7) until the perimeter of the sound suppression area is covered with ASPS to a desired height (0808).

(84) This general method may be modified heavily depending on a number of factors, with rearrangement and/or addition/deletion of steps anticipated by the scope of the present invention. Integration of this and other preferred exemplary embodiment methods in conjunction with a variety of preferred exemplary embodiment systems described herein is anticipated by the overall scope of the present invention.

(85) As will be described herein, a key aspect of the present invention is the use of the diagonal fastening cable and associated hardware to secure the ASP SSFs to the VSMs. In contrast to the prior art, the use of cable attachment of the SSFs to the VSMs by frictional contact prevents the ASPS from dislocation from the VSMs during high wind conditions. This form of attachment also prevents the SSFs from rattling against the VSMs during high wind conditions, and thus creating noise in an environment in which sound suppression is the goal.

Acoustic Suppression Panels (ASP) (0900)-(1000)

(86) As generally illustrated in FIG. 9 (0900) and FIG. 10 (1000), the system typically incorporates acoustic suppression panels (ASPS) having a rectangular form factor that comprise a welded structural support frame (SSF) comprising a tubular steel that is covered with acoustic suppression fabric (ASF) typically comprising a cementitious wood fiber such as the TECTUM brand of this material. The structural support frame (SSF) is depicted in more detail in the perspective view of FIG. 10 (1000).

Structural Support Frame (SSF) (1100)-(1200)

(87) The construction of the ASPS must typically meet several criterion, including the ability to rapidly deploy the sound abatement system, provide structural rigidity in high wind conditions, minimize weight, efficiently transport the system, and reduce material costs. To this end, optimal configurations of the present invention incorporate 2-inch square steel tubing for the SSF having dimensions of 20 feet wide by 8 feet or 10 feet high with internal cross supports at the midpoint of these extents. The use of tubular metal of other types is also anticipated. This permits optimal utilization of 20-foot standard tubular steel lengths by using three section lengths (joints) for the horizontal members, one half joint to support each vertical end of the frame, and an additional joint to support the center support. Remaining cutoff sections may then be used to supply diagonal supports as illustrated in FIG. 11 (1100) and FIG. 12 (1200).

(88) This optimal configuration permits the ASPS to be both easily positioned with a crane at the job site, but also efficiently transported on a standard 40-foot flatbed trailer. The use of 20-foot by 8-foot or 20-foot by 10-foot panels permits these panels to be stacked efficiently on a standard 10-foot by 40-foot flatbed trailer.

(89) Note that this SSF configuration also permits the midpoint perimeter of the SSF to be coincident with the placement of vertical I-beams (VIBs) that are driven into the ground around the periphery of the sound abated area if these VIBs are placed at 10-foot intervals. This degree of frequency is necessary given the fact that many sound abatement walls may be 30-40 feet high, and thus experience a significant wind load when populated with the ASPS.

Acoustic Suppression Fabric (ASF) (1300)-(1400)

(90) FIG. 13 (1300) and FIG. 14 (1400) provide additional detail regarding the acoustic suppression fabric (ASF) that may be used in many preferred invention embodiments. This material is generally fabricated in sheets conforming to the desired SSF area and may be attached to the SSF using a variety of methods including screws, eyelets, wire, rope, and flat steel plate mating the ASF material to the SSF via the use of a screw, bolt, or other fastener.

Exemplary Diagonal Fastening Cable Means Overview (1500)

(91) While the present invention may be implemented in many forms, several preferred embodiments make use of diagonal fastening cable means (1501) as depicted schematically in FIG. 15 (1500). This chart and the corresponding Figure references detail a variety of preferred exemplary methodologies of implementing the diagonal fastening cable means for securing the vertical I-beams (VIB) to the acoustic suppression panel (ACP) structural support frames (SSF). While not exhaustive, some preferred DFC (1501) configurations include: J-HOOKcomprising nuts (1510) (or other suitable fasteners), retention plate (1511), J-hooks (1512), and looped cable (1513) (FIG. 17 (1700)-FIG. 20 (2000)); CRIMPED STUDcomprising nuts (1520) (or other suitable fasteners), retention plate (1521), and crimped stud cable (1522) (FIG. 21 (2100)-FIG. 24 (2400)); PREFORMED RETENTION PLATEcomprising nuts (1530) (or other suitable fasteners), preformed retention plate (1531), and crimped stud cable (1532) (FIG. 25 (2500)-FIG. 28 (2800)); PREFORMED RETENTION BARcomprising nuts (1540) (or other suitable fasteners), preformed retention bar (1541), and crimped stud cable (1542) (FIG. 29 (2900)-FIG. 32 (3200)); and CRIMPED STUD RETENTION BARcomprising nuts (1550) (or other suitable fasteners), crimped stud retention bar (1551), and crimped stud cable (1552) (FIG. 33 (3300)-FIG. 36 (3600)).
One skilled in the art will recognize that this list is only exemplary of the present invention teachings.

Exemplary Cable Means Overview (1600)

(92) Within the context of the DFC structures outlined in FIG. 15 (1500), the cable means used in these embodiments may take a wide variety of forms. While the present invention may be implemented in many forms, several preferred embodiments make use of cable means (1601) as depicted schematically in FIG. 16 (1600). This chart and the corresponding Figure references detail a variety of preferred exemplary methodologies of implementing the cable means for securing the vertical I-beams (VIB) to the acoustic suppression panel (ACP) structural support frames (SSF). These configurations are designed to provide for rapid deployment of the ASPS as well as ensure integrity of the sound abatement structure under high wind conditions. While not exhaustive, some preferred cable means (1601) configurations include: FERRULE CABLEcomprising cable (1610) and ferrule (1611) (FIG. 37 (3700)-FIG. 40 (4000)); TRIPLE FERRULE CABLEcomprising double cable (1620) and triple ferrule (1621) (FIG. 41 (4100)-FIG. 44 (4400)); U-BOLT CABLEcomprising cable (1630), U-bolt (1631), nuts (1632), and retainer (1633) (FIG. 45 (4500)-FIG. 48 (4800)); SWAGED EYELETScomprising cable (1640) and swaged eyelets (1641) (FIG. 49 (4900)-FIG. 52 (5200)); and PREFORMED BARcomprising cable (1650) and preformed bar (1651) (FIG. 53 (5300)-FIG. 56 (5600)).
One skilled in the art will recognize that this list is only exemplary of the present invention teachings.

Exemplary Binding Retention Plate Embodiment (1700)-(2000)

(93) A preferred exemplary invention employing a binding retention plate (BRP) is depicted in FIG. 17 (1700)-FIG. 20 (2000). In this preferred embodiment, the diagonal fastening cable (DFC) means is implemented utilizing a looped cable (1731) in conjunction with J-hooks (1732) having a threaded fastening shaft (1733), fasteners (1734), and a binding retention plate (BRP) (1735) typically constructed of angle iron. This configuration permits the VIB (1710) to be frictionally mated to the SSF (1720) by tightening the fasteners (1734) to place a predetermined tension on the looped cable (1731).

(94) Inspection of this diagram illustrates several of the advantages of the present invention over the prior art. Specifically, the web length of the VIB (1710) may be quite large with respect to the cross sectional dimensions of the SSF (1720) as depicted in this scaled example illustrating a typical 12-inch VIB and 22 SSF tubular steel member. This in some circumstances prevents failure of conventional VIB-to-SSF fastening means in high wind conditions. In contrast, the use of a looped cable (1731) in this situation ensures that there is no possibility of the SSF (1720) being dislodged from the VIB (1710) without complete failure of the looped cable (1731).

(95) Note that this embodiment provides for ease of installation in that the J-hooks (1732), fasteners (1734), and retention plate (1735) may be preassembled with the fasteners (1734) loosened to permit engagement of the J-hooks (1732) with the ends of the looped cable (1731) after the looped cable (1731) is positioned to encircle the VIB (1710) and SSF (1720). Once the J-hooks (1732) are engaged with the looped cable (1731), the fasteners (1734) may be tightened to secure the VIB (1710) to the SSF (1720) via tensioning of the looped cable (1731).

(96) As depicted in FIG. 17 (1700), the looped cable (1731) may be looped once around the VIB (1710) and the SSF (1720) to secure the VIB (1710) to the SSF (1720). However, it is also possible in some preferred embodiments for the looped cable (1731) to be looped twice or more around the VIB (1710) and the SSF (1720) to secure the VIB (1710) to the SSF (1720). This multi-loop configuration may in some circumstances permit a single length of looped cable (1731) and associated J-hooks (1732) to operate in a variety of environments where the web length of the VIB (1710) varies. Thus, this configuration permits stocking of a single configuration of looped cable (1731) and J-hook (1732) length to permit application in a wide variety of acoustic suppression environments. This is in contrast with many prior art systems that require mounting hardware to be specifically designed for a given VIB and/or SSF configuration.

Exemplary Crimped Stud Embodiment (2100)-(2400)

(97) A preferred exemplary invention employing a crimped stud in conjunction with a retention plate is depicted in FIG. 21 (2100)-FIG. 24 (2400). In this preferred embodiment depicted in a typical application context in FIG. 21 (2100) and FIG. 22 (2200), the VIB (2110) and SSF (2120) are mated using a diagonal fastening cable (DFC) means. The diagonal fastening cable (DFC) means is implemented utilizing a cable (2131, 2231) incorporating crimped stud ends (2132, 2232) having a threaded fastening shaft (2133, 2233), fasteners (2134, 2234), and a retention plate (2135, 2235) typically constructed of angle iron. As depicted, this permits the cable means (2131, 2231) to eliminate the need for termination in addition to the threading means provided by the J-hooks in the embodiment illustrated in FIG. 17 (1700)-FIG. 20 (2000).

(98) As depicted in FIG. 23 (2300) and FIG. 24 (2400), the crimped stud ends may incorporate a setscrew (2336) or other fastening means to affix the cable, and may incorporate a machined flat surface (2237) for a wrench or other tool to prevent twisting of the cable while the nut or other fastener is tightened on the threaded shaft. While illustrated as a setscrew in this example, the cable could be welded in place using a plug weld, or crimped within the hollow shaft using a hydraulic press or other metal forming apparatus. As depicted in FIG. 23 (2300), the wrench engagement surface may be created by hydraulically pressing the outer surface of the crimping stud to both form the wrench surface (2338) and retain the cable. The advantages to these embodiments include reduced cost as well as elimination of frayed cable ends that may result in operator injury when installing the system.

Exemplary Preformed Retention Plate Embodiment (2500)-(2800)

(99) A preferred exemplary invention employing a crimped stud in conjunction with a preformed retention plate is depicted in FIG. 25 (2500)-FIG. 28 (2800). In this preferred embodiment depicted in a typical application context in FIG. 25 (2500) and FIG. 26 (2600), the diagonal fastening cable (DFC) means is implemented utilizing a cable (2531, 2631) incorporating crimped stud ends (2532, 2632) having a threaded fastening shaft (2533, 2633), fasteners (2534, 2634), and a preformed retention plate (2535, 2635) that conforms to the flange width of the VIB. As depicted, this permits the cable means (2531, 2631) to eliminate the need for termination in addition to the threading means provided by the J-hooks in the embodiment illustrated in FIG. 17 (1700)-FIG. 20 (2000).

(100) An advantage to this configuration is the fact that the preformed retention plate (2535, 2635) permits the use of two DFC means if desired, and also self-aligns to the inner flange of the VIB to aid in the installation process. This configuration also ensures that there is no twist in the retention plate (2535, 2635) after installation of the system, which might result in reduction of tension to the cabling means. Yet another advantage to this configuration is that the profile of the resulting fastening system may be assembled below the plane of the inner flange of the VIB (note that the threaded studs (2533, 2633) lie below the upper surface plane of the preformed retention plate (2535, 2625)) as depicted in FIG. 25 (2500) and FIG. 26 (2600). This feature can be an important safety issue in situations where workers or other individuals may come in contact with the inner wall surface of the sound abatement system. Additionally, this feature lessens the possibility of damaging a threaded stud via impacts with heavy machinery or the like.

Exemplary Preformed Retention Bar Embodiment (2900)-(3200)

(101) A preferred exemplary invention employing a crimped stud in conjunction with a preformed retention bar is depicted in FIG. 29 (2900)-FIG. 32 (3200). In this preferred embodiment depicted in a typical application context in FIG. 29 (2900) and FIG. 30 (3000), the diagonal fastening cable (DFC) means is implemented utilizing a cable (2931, 3031) incorporating crimped stud ends (2932) having a threaded fastening shaft (2933, 3033), fastener (2934, 3034), and a preformed retention bar (2935, 3035) that conforms to the flange width of the VIB. As depicted, this permits the cable means (2931, 3031) to eliminate the need for termination in addition to the threading means provided by the J-hooks in the embodiment illustrated in FIG. 17 (1700)-FIG. 20 (2000).

(102) An advantage to this configuration is the fact that the preformed retention bar (2935, 3035) can be attached to one looped end (3036) of the cable means so that the entire system is one connected unit. This eases installation of the system in that the installer can place the preformed retention bar (2935, 3035) against the VIB flange and then wrap the cable (2931, 3031) around the VIB (2910)/SSF (2920) combination then insert the threaded fastening shaft (2933, 3033) into the eyelet of the preformed retention bar (2935, 3035) and then tighten the cable by engaging the fastener (2934, 3034). As the installation of the ASP/SSF panels can occur at significant heights, the ability to safely deploy the installation is a significant feature of this embodiment.

Exemplary Crimped Retention Bar Embodiment (3300)-(3600)

(103) A preferred exemplary invention employing a crimped stud in conjunction with a preformed crimped stud retention bar is depicted in FIG. 33 (3300)-FIG. 36 (3600). In this preferred embodiment depicted in a typical application context in FIG. 33 (3300) and FIG. 34 (3400), the diagonal fastening cable (DFC) means is implemented utilizing a cable (3331, 3431) incorporating crimped stud end (3332) having a threaded fastening shaft (3333), fastener (3334), and a preformed retention bar (3335, 3435) that conforms to the flange width of the VIB. As depicted, this permits the cable means (3331, 3431) to eliminate the need for termination in addition to the threading means provided by the J-hooks in the embodiment illustrated in FIG. 17 (1700)-FIG. 20 (2000).

(104) An advantage to this configuration is the fact that the preformed retention bar (3335, 3435) can be crimped (3436) to one end of the cable means (3331, 3431) so that the entire system is one connected unit. This eases installation of the system in that the installer can place the preformed retention bar (3335, 3435) against the VIB flange and then wrap the cable (3331, 3431) around the VIB (3310)/SSF (3320) combination then insert the threaded fastening shaft (3333) into the eyelet of the preformed retention bar (3335) and then tighten the cable by engaging the fastener (3334, 3434). As the installation of the ASP/SSF panels can occur at significant heights, the ability to safely deploy the installation is a significant feature of this embodiment.

Exemplary Ferrule Cable Termination (3700)-(4000)

(105) FIG. 37 (3700)-FIG. 40 (4000) illustrate an exemplary looped cable configuration incorporating a ferrule cable termination methodology. This cable embodiment may be implemented in conjunction with threaded J-hook studs as previously described. The advantages to this approach include the ability to quickly generate custom cable lengths for various VIB/SSF configurations.

Exemplary Ferrule Double Cable Clip Termination (4100)-(4400)

(106) FIG. 41 (4100)-FIG. 44 (4400) illustrate an exemplary looped double cable configuration incorporating an integrated double ferrule cable clip termination methodology. This cable embodiment may be implemented in conjunction with threaded J-hook studs as previously described. The advantages to this approach include the ability to quickly generate custom cable lengths for various VIB/SSF configurations and a doubling of the cable strength as compared to the approach depicted in FIG. 37 (3700)-FIG. 40 (4000).

Exemplary Cable Clamp Termination (4500)-(4800)

(107) FIG. 45 (4500)-FIG. 48 (4800) illustrate an exemplary looped double cable configuration incorporating a cable clamp termination methodology. This cable embodiment may be implemented in conjunction with threaded J-hook studs as previously described. As discussed previously, this double cable design can provide additional cable strength when operating in high wind conditions.

Exemplary Swaged Cable Eyelet Termination (4900)-(5200)

(108) FIG. 49 (4900)-FIG. 52 (5200) illustrate an exemplary looped cable configuration incorporating a swaged cable eyelet termination methodology. This cable embodiment may be implemented in conjunction with threaded J-hook studs as previously described. The advantages to this approach include ease of manufacturing and a more secure capturing of the cable to prevent disconnection of the eyelet structure and the cable during repeated high wind conditions.

(109) Manufacturing of this embodiment is relatively straightforward and may be accomplished using a hydraulic press or other forming machinery. An advantage to this approach is that the swaged eyelet configuration is more resilient to wear than a conventional looped cable configuration, and in areas having consistently high wind conditions, results in higher overall system reliability and resiliency to wear under these circumstances.

Exemplary VSM Pipe Attachment (5300)-(5600)

(110) As generally illustrated in FIG. 53 (5300)-FIG. 56 (5600), the present invention anticipates that pipe or other materials may be used as the VSM material. In FIG. 53 (5300)-FIG. 54 (5400), an exemplary invention embodiment is illustrated using angle iron as a binding retention plate in conjunction with J-hooks and cable having looped ends. Note in this example, the crimped-stud cable ends have yet to be fully tightened to conform the cable to the outer surface of the SSF. FIG. 55 (5500)-FIG. 56 (5600) illustrate an exemplary system embodiment employing crimped stud ends as the attachment mechanism to the angle iron BRP.

(111) As mentioned previously, the ability for the cable ends to be independently tensioned is important to ensure that the overall frictional mate between the VSM and SSF remains sufficient to ensure stability of the acoustic suppression panels in high wind conditions. This capability prevents mate loosening that typically occurs when using bolted frame members as taught by the prior art.

Exemplary VSM Pipe Retention Bar Attachment (5700)-(5800)

(112) As generally illustrated in FIG. 57 (5700)-FIG. 58 (5800), the present invention anticipates that pipe or other materials may be used as the VSM material. In FIG. 57 (5700)-FIG. 58 (5800), an exemplary invention embodiment is illustrated using a preformed retention bar and stud-terminated cable to secure a pipe VSM to the SSF. As previously illustrated, the stud-terminated cable may be replaced with J-hooks and a cable having looped ends in other invention embodiments. This particular embodiment provides secure mating between the VSM and the SSF while permitting independent tensioning of each cable end as attached to the preformed retention bar.

Exemplary Cable Looping (5900)-(6400)

(113) As generally illustrated in FIG. 59 (5900)-FIG. 64 (6400), the present invention anticipates a variety of multi-looped cable configurations in which the cabling means is looped a number of times around the VIB and/or SSF. As illustrated in these drawings, the cable paths are provided as exemplary and illustrated prior to cable tensioning. These options permit both additional cabling strength to be part of the design, but also anticipate situations in which a single cabling means is stocked and adapted to a variety of VIB/SSF perimeter lengths by wrapping the cable around the VIB/SSF combination a multiple number of times as needed to account for the overall thickness variations of these intersecting members.

(114) Within this context of cable looping, the cable may wrap around the VSM/VIB and SSF as generally illustrated in FIG. 59 (5900)-FIG. 60 (6000), or just the SSF (not illustrated but a variant of these illustrations). Additionally, as illustrated in FIG. 61 (6100)-FIG. 62 (6200), the looped cable may cross-over loop the intersection of the VSM/VIB and the SSF, or as illustrated in FIG. 63 (6300)-FIG. 64 (6400), the looped cable may cross-point loop the intersection of the VSM/VIB and the SSF. Within these variations there are also anticipated situations where the cable may loop around the SSF multiple times, or alternatively loop around each of the diagonals of the VSM/VIB and SSF crosspoint intersection.

VSM/VIB System Advantages

(115) It should be noted that the various embodiments of the present invention depicted herein that use steel cable or the like to affix the SSF to the VIB have an advantage over conventional fastening means because the use of J-hooks or similar structures as depicted herein permit the looped cable to be tensioned independently in situations where the SSF is wrapped by the cable, or in situations where the SSF and cable bind by friction. Thus, the J-hook and equivalent configurations permit each leg of the cable to be independently tensioned so that the overall frictional mating between the VIB and SSF is maintained. This advantage is also present in situations where the VIB is a more general vertical support member (VSM) such as a pipe or other cylindrical object that is wrapped by the cable and then frictionally mated to the SSF.

System Summary

(116) The present invention system anticipates a wide variety of variations in the basic theme of construction, but can be generalized as a sound abatement system comprising: (a) a plurality of vertical support members (VSMs); (b) a plurality of acoustic suppression panels (ASPS); and (c) a plurality of diagonal fastening cables (DFCs); wherein the VSMs are positioned vertically in the ground surrounding the perimeter of an area to be provided sound suppression; the ASPS further comprise a structural support frame (SSF) comprising a welded array of tubular metal; the SSF is covered with an acoustic suppression fabric (ASF); the DFC comprises: (1) a cable strap having first and second looped ends; (2) first and second J-hooks each having a hooked end and a threaded end; (3) first and second fasteners; and (4) binding retention plate (BRP) having first and second retention holes; the DFC is configured to affix the ASP to the VSM by looping the cable strap around the SSF and the VSM to force a frictional contact surface between the SSF and the VSM; the DFC is configured to engage the first J-hook hooked end with the first cable looped end; the DFC is configured to engage the second J-hook hooked end with the second cable looped end; the DFC is configured to retain the first J-hook threaded end in the first retention hole of the BRP using the first fastener; the DFC is configured to retain the second J-hook threaded end in the second retention hole of the BRP using the second fastener; and the BRP is configured to make frictional contact with the VSM.

(117) This general system summary may be augmented by the various elements described herein to produce a wide variety of invention embodiments consistent with this overall design description.

Method Summary

(118) The present invention method anticipates a wide variety of variations in the basic theme of implementation, but can be generalized as a sound abatement method wherein the method comprised is performed on a sound abatement system comprising: (a) a plurality of vertical support members (VSMs); (b) a plurality of acoustic suppression panels (ASPS); and (c) a plurality of diagonal fastening cables (DFCs); wherein the VSMs are positioned vertically in the ground surrounding the perimeter of an area to be provided sound suppression; the ASPS further comprise a structural support frame (SSF) comprising a welded array of tubular metal; the SSF is covered with an acoustic suppression fabric (ASF); the DFC comprises: (1) a cable strap having first and second looped ends; (2) first and second J-hooks each having a hooked end and a threaded end; (3) first and second fasteners; and (4) binding retention plate (BRP) having first and second retention holes; the DFC is configured to affix the ASP to the VSM by looping the cable strap around the SSF and the VSM to force a frictional contact surface between the SSF and the VSM; the DFC is configured to engage the first J-hook hooked end with the first cable looped end; the DFC is configured to engage the second J-hook hooked end with the second cable looped end; the DFC is configured to retain the first J-hook threaded end in the first retention hole of the BRP using the first fastener; the DFC is configured to retain the second J-hook threaded end in the second retention hole of the BRP using the second fastener; and the BRP is configured to make frictional contact with the VSM; wherein the method comprises the steps of: (1) driving the VSMs vertically into the ground surrounding the perimeter of a predefined area to be provided sound suppression; (2) preassembling the ASPs to attach the ASF to the outer planar surface of the SSF; (3) arraying the ASPs against the VSMs by repeated application of steps (4)-(8); (4) locating the ASP coincident with the VSM and any previously installed ASPs; (5) positioning the inner planar surfaces of the SSFs comprising the ASPs against the VSMs; (6) affixing the SSFs to the VSMs using the DFCs at each point in which the tubular metal contacts the VSMs; (7) at points where the outer frame edges of the SSF intersect, wrapping the cable strap around both SSF outer frame edges and the VSM to affix both SSF frames to the VSM; and (8) proceeding to step (3) until the perimeter is enclosed by the ASP to a predetermined height.

(119) This general method summary may be augmented by the various elements described herein to produce a wide variety of invention embodiments consistent with this overall design description.

Alternative System Summary

(120) An alternative present invention system anticipates a wide variety of variations in the basic theme of construction, but can be generalized as a sound abatement system comprising: (a) a plurality of vertical support members (VSMs); (b) a plurality of acoustic suppression panels (ASPS); and (c) a plurality of diagonal fastening cables (DFCs); wherein the VSMs are positioned vertically in the ground surrounding the perimeter of an area to be provided sound suppression; the ASPS further comprise a structural support frame (SSF) comprising a welded array of tubular metal; the SSF is covered with an acoustic suppression fabric (ASF); the DFC comprises: (1) cable strap comprising steel cable having a first end mechanically coupled to a first threaded rod and a second end mechanically coupled to a second threaded rod; (2) first and second fasteners; and (3) binding retention plate (BRP) having first and second retention holes; the DFC is configured to affix the ASP to the VSM by looping the cable strap around the SSF and the VSM to force a frictional contact surface between the SSF and the VSM; the DFC is configured to retain the first cable strap threaded rod in the first retention hole of the BRP using the first fastener; the DFC is configured to retain the second cable strap threaded rod in the second retention hole of the BRP using the second fastener; and the BRP is configured to make frictional contact with the VSM.

(121) This general system summary may be augmented by the various elements described herein to produce a wide variety of invention embodiments consistent with this overall design description.

Alternative Method Summary

(122) An alternative present invention method anticipates a wide variety of variations in the basic theme of implementation, but can be generalized as a sound abatement method wherein the method comprised is performed on a sound abatement system comprising: (a) a plurality of vertical support members (VSMs); (b) a plurality of acoustic suppression panels (ASPS); and (c) a plurality of diagonal fastening cables (DFCs); wherein the VSMs are positioned vertically in the ground surrounding the perimeter of an area to be provided sound suppression; the ASPS further comprise a structural support frame (SSF) comprising a welded array of tubular metal; the SSF is covered with an acoustic suppression fabric (ASF); the DFC comprises: (1) cable strap comprising steel cable having a first end mechanically coupled to a first threaded rod and a second end mechanically coupled to a second threaded rod; (2) first and second fasteners; and (3) binding retention plate (BRP) having first and second retention holes; the DFC is configured to affix the ASP to the VSM by looping the cable strap around the SSF and the VSM to force a frictional contact surface between the SSF and the VSM; the DFC is configured to retain the first cable strap threaded rod in the first retention hole of the BRP using the first fastener; the DFC is configured to retain the second cable strap threaded rod in the second retention hole of the BRP using the second fastener; and the BRP is configured to make frictional contact with the VSM; wherein the method comprises the steps of: (1) driving the VSMs vertically into the ground surrounding the perimeter of a predefined area to be provided sound suppression; (2) preassembling the ASPs to attach the ASF to the outer planar surface of the SSF; (3) arraying the ASPs against the VSMs by repeated application of steps (4)-(8); (4) locating the ASP coincident with the VSM and any previously installed ASPs; (5) positioning the inner planar surfaces of the SSFs comprising the ASPs against the VSMs; (6) affixing the SSFs to the VSMs using the DFCs at each point in which the tubular metal contacts the VSMs; (7) at points where the outer frame edges of the SSF intersect, wrapping the cable strap around both SSF outer frame edges and the VSM to affix both SSF frames to the VSM; and (8) proceeding to step (3) until the perimeter is enclosed by the ASP to a predetermined height.

(123) This general method summary may be augmented by the various elements described herein to produce a wide variety of invention embodiments consistent with this overall design description.

System/Method Variations

(124) The present invention anticipates a wide variety of variations in the basic theme of construction. The examples presented previously do not represent the entire scope of possible usages. They are meant to cite a few of the almost limitless possibilities.

(125) This basic system and method may be augmented with a variety of ancillary embodiments, including but not limited to: An embodiment wherein the VSMs comprise material selected from a group consisting of: I-beams (VIBs); I-beams (VIBs) having a flange-to-flange web dimension of 12 inches; steel pipe; and steel pipe having a diameter of 3.5 inches. An embodiment wherein the SSF comprises construction parameters selected from a group consisting of: square tubular steel having outer frame dimensions of 8 feet by 20 feet and inner frame dimensions of 4 feet by 10 feet; 2-inch square tubular steel having outer frame dimensions of 8 feet by 20 feet and inner frame dimensions of 4 feet by 10 feet; and 2-inch square tubular steel having outer frame dimensions of 10 feet by 20 feet and inner frame dimensions of 5 feet by 10 feet. An embodiment wherein the ASF comprises material selected from a group consisting of: cementitious wood fiber; and TECTUM brand cementitious wood fiber. An embodiment wherein the BRP comprises material selected from a group consisting of: angle iron; square tubing; flat bar stock; preformed retention plate; preformed retention bar; and crimped retention bar. An embodiment wherein the cable strap is looped multiple times around the SSF and the VSM to affect fixation of the ASP to the VSM. An embodiment wherein the first cable strap looped end and the second cable strap looped end further comprise a cable termination selected from a group consisting of: cable ferrule clip; double cable ferrule clip; cable clamp; and swaged cable eyelet.

(126) One skilled in the art will recognize that other embodiments are possible based on combinations of elements taught within the above invention description.

CONCLUSION

(127) A sound abatement system and method providing for rapid assembly of stacked acoustic suppression walls has been disclosed. The system incorporates vertical support members (VSM) and/or vertical I-beams (VIB) driven into the ground that support an acoustic suppression panel (ACP) array by virtue of diagonal fastening cables (DFC). The DFC in one preferred embodiment utilizes a combination of threaded J-hooks, cable loops, and angle iron to fix the ACP to the VSM/VIB by frictional contact. This system permits rapid installation of the ACPs once the VSM/VIBs are vertically positioned around the perimeter of a job site, and allow the installation of sound containment walls that are capable of withstanding severe wind and weather conditions as are commonly encountered in the oil and gas drilling industry.

(128) Although a preferred embodiment of the present invention has been illustrated in the accompanying drawings and described in the foregoing Detailed Description, it will be understood that the invention is not limited to the embodiments disclosed, but is capable of numerous rearrangements, modifications, and substitutions without departing from the spirit of the invention as set forth and defined by the following claims.