US20170298641A1 - Netting Structure - Google Patents

Netting Structure Download PDF

Info

Publication number
US20170298641A1
US20170298641A1 US15/130,917 US201615130917A US2017298641A1 US 20170298641 A1 US20170298641 A1 US 20170298641A1 US 201615130917 A US201615130917 A US 201615130917A US 2017298641 A1 US2017298641 A1 US 2017298641A1
Authority
US
United States
Prior art keywords
border
coupled
netting structure
rope
outer edge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Abandoned
Application number
US15/130,917
Inventor
John Rexroad
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Pucuda Inc
Original Assignee
Pucuda Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Pucuda Inc filed Critical Pucuda Inc
Priority to US15/130,917 priority Critical patent/US20170298641A1/en
Assigned to Pucuda, Inc. reassignment Pucuda, Inc. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: REXROAD, JOHN, MR.
Publication of US20170298641A1 publication Critical patent/US20170298641A1/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • E04G21/3261Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
    • E04G21/3266Safety nets

Definitions

  • the present invention relates generally to netting structures. More specifically, the invention relates to a netting structure that serves as a safety net used on construction sites to catch debris or construction personnel from falling to the ground.
  • the present invention provides an improved netting structure that eliminates the need to use a metal cable along the perimeter of a beam to support the net that typically requires the net to be clipped to the cable in several locations along its perimeter.
  • the present invention also provides an assembly for guiding ropes used to pull the netting structure in place and secure the netting structure to a building frame.
  • Safety nets are netting structures that are typically installed either around the perimeter of a building or beneath the area of a floor in a building frame where the building is being constructed, refurbished, or repaired. A properly installed netting structure enables the netting to catch any debris or construction personnel from falling to the ground and causing injury or death.
  • FIG. 1 illustrates a basic two-story building frame.
  • a typical netting structure is installed around the inner perimeter of the horizontal beams as personnel work on the building above the net.
  • FIG. 2 illustrates a detailed view of the prior art netting structure.
  • the existing netting structure typically requires a metal cable, or series of metal cables, to first be installed around the inside of the horizontal beams of the building frame as shown.
  • a net is then coupled along to the cable along its length typically by using metal hooks at several locations around the cable. This method of installation creates sag in the mesh of the netting structure based on the tension of cable. It also creates sag by scalloping of the border and the netting structure's mesh between each hook.
  • the sagging in the prior art netting structures is sometimes addressed by installing additional ropes under the mesh or weaving them into the mesh to create pockets between the slack mesh.
  • Each rope will slacken with the perimeter or border of the netting structure if it is attached to a point on the perimeter. If the rope is pulled separately, it requires two additional tie-off points per rope, which is inefficient.
  • These ropes also create points of possible injury or death as a person falling into the net may hit a tensioned rope instead of the mesh. It is also possible to gather the mesh to the border rope with straps, however this does not reduce the border length.
  • netting structures are typically installed high above the ground, they are often hard to reach and require special equipment, scaffolding, or ladders to lift the nets and the personnel who install them to the areas where they are secured to the beams on the building frame. Also, because the netting structures generally are designed have the perimeter of these structures cover as much area of the work area below to prevent even small objects from falling close to the building, it is very difficult for personnel to access the structure to move, maintain, or adjust it without disassembling large parts, or even the entire structure. If personnel need to gain access to the structure to adjust or move the it by loosening it at any point along its perimeter, it may lead to greater sagging or scalloping.
  • Another limitation to the present netting structures is that the nets themselves generally have to be built to fit within the size of the horizontal beams of the building frame.
  • the present invention overcomes the limitations in the prior art addressed above, and provides a solution that is both easy to install and use.
  • the vertical net When installing vertical netting structures on the outside of a building frame to prevent debris and personnel from falling off the side of a horizontal beam, it is desirable for the vertical net to be some distance away from the frame building to allow workers to have freedom to move, and also to allow horizontal beams to possibly be installed into the building frame at a later time.
  • the prior art typically requires a flag pole type design that is secured to a vertical beam where the netting structure attaches to a support point and drapes below the support point as shown in FIG. 3A . Or it requires a separate cantilever arm type system that needs to hold the net out at least 13 feet per standards and regulations.
  • the present invention offers a solution to these limitations that eliminates the need to use flag pole designs and cantilever arms, still enables the vertical netting structure to rest a distance away from the frame structure, and is also easy to install by using pull ropes.
  • netting structures pertain to the hardware used to secure the structures to the building frames, and guide the ropes used to raise the structures in place.
  • a rope is usually tied to one end of an attachment point and then pulled through a large pulley or wooden block and tackle (wooden block and tackle will also be referred to as a “pulley”).
  • a large pulley or wooden block and tackle wooden block and tackle will also be referred to as a “pulley”.
  • the wooden pulleys are similar to those used on a sailing ship to guide ropes to raise sails to their operating position.
  • the pulley is typically coupled to a vertical beam using a clip.
  • pulley attaches to the netting structure.
  • the pulley most often secured to a bracket on a vertical beam of the building structure.
  • An eyebolt is then used to couple the pulley to the bracket.
  • a cable or rope is threaded through the pulley or run through the eye of the eyebolt as secured to a vertical beam.
  • An eyebolt is typically designed and rated for a direct pull load.
  • the eyebolt is often not at the start in a shear side or angle load. This is not a correct engineered system and can lead to injury or death.
  • pulleys are installed in the corners of the building frame. This means when the pulleys are under tension, they are likely being pulled away from the vertical beams even though ideally they should run vertically alongside or underneath the vertical beams.
  • pulley is designed to only allow the diameter of rope to pass through and nothing else. Any knot, splice, hook, or other attachment method would not allow these additional components to pass through the pulley as shown in FIG. 3C and would add additional space between the netting structure and the building frame as shown in FIG. 3B .
  • rollers are able to rotate freely about their respective axes within the rectangular ring.
  • the rectangular ring is of sufficient cross-sectional area to enable objects large enough to pass through its cross-sectional area when a rope is connected to the objects as the rope is being used to pull the netting structure toward a point on the building frame.
  • any shape or size of the elements described below may be adopted as long as the end clamp can be used to secure solar panel modules to the rail support structures and a binding bolt is used to tighten the t-bolt to the guide of the rail support structure. Any combinations of suitable number, shape, and size of the elements described below may be used. Also, any materials suitable to achieve the object of the current invention may be chosen as well.
  • FIG. 1 illustrates a basic two-story building frame.
  • FIG. 2 is a top view of prior art net and connection to a cable.
  • FIG. 3 is a top view of prior art net with additional ropes to hold up sag and slack mesh.
  • FIG. 3A is a prior art shows means of attaching a net/flap to an outrigger flagpole type of support.
  • FIG. 3B is a side view of prior art.
  • FIG. 3C is a side view detail of prior art.
  • FIG. 4 is a top view of an exemplary embodiment of the netting structure.
  • FIG. 5 is a front view of an exemplary embodiment of the netting structure and hardware installed on test frame.
  • FIG. 6 is a top view of details of a corner in FIG. 4 .
  • FIG. 7 is a view of FIG. 6 with a split secondary rope.
  • FIG. 8 is a top and slightly forward view of FIG. 7 with primary border and mesh gathered.
  • FIG. 9 is a bottom and slightly forward view showing an alternate embodiment using a smaller net to protect a partial area.
  • FIG. 10 is a top view of one corner of embodiment on test frame with slight adjustment on only one side.
  • FIG. 11 is a front view of FIG. 8 .
  • FIG. 12 is a top and slightly forward view of FIG. 6 with corner open.
  • FIG. 13 is a top view of details of a corner in FIG. 4 with mesh hung square.
  • FIG. 14 is a top view of an alternate embodiment with flap manufactured attached to embodiment in FIG. 4 .
  • FIG. 15 is the same as FIG. 14 .
  • FIG. 16 is a bottom and slightly forward view of flap and resilient spreaders connected to embodiment in FIG. 4 with snap hooks installed on test frame.
  • FIG. 17 is a bottom and slightly angled view of FIG. 16 .
  • FIG. 18 is a cutaway partial view of a resilient spreader shown in FIG. 16 .
  • FIG. 19 is a forward view of a resilient spreader similar to FIG. 18 that does not require an outer jacket.
  • FIG. 20 is a side view of an alternate embodiment showing the push guide with removable roller, and pivot.
  • FIG. 21 is the same as FIG. 20 except a split ring is substituted for the guide with removable roller and pivot.
  • FIG. 22 is a perspective view of a guide ring attached to a bracket.
  • FIG. 23 is a bottom view of alternate embodiment showed in FIGS. 16 and 17
  • FIG. 24 is a side view of the element in FIG. 21 installed but does not pivot.
  • FIG. 25A is a side view of the guide ring of FIG. 25 .
  • FIG. 25B is a bottom view of the guide ring of FIG. 25 .
  • FIG. 25C is a side view of the guide ring of FIG. 25 .
  • FIG. 26 is a perspective view of the pull point shown in FIG. 29 with a pulley.
  • FIG. 27 is a side view of the netting structure assembled to a building structure.
  • FIG. 28 is an alternate view of FIG. 27 .
  • FIG. 29 is a top view of a pull point.
  • FIG. 30 is a perspective view of a pull point with dual pulleys.
  • FIG. 31 is a perspective view of an assembly showing five pull points arranged on a bracket with dual pulleys.
  • FIG. 32 illustrates an alternate pull point/pulley embodiment.
  • FIG. 33 illustrates a side view of a rope moving through the embodiment in FIG. 32 .
  • FIG. 34 illustrates an alternate embodiment of FIGS. 27 and 28 showing the assembly featuring the guide ring connected to the vertical beam above the pull point.
  • FIG. 4 shows a top view of an exemplary netting structure 100
  • FIG. 5 shows a typical four-column beam building structure 105 with horizontal beams 107 and vertical beams 108 and with the netting structure 100 installed.
  • the netting structure 100 includes a mesh 110 that is coupled to a border rope 120 .
  • the mesh 110 can also be loose around the border rope 120 by weaving the border rope 120 into the mesh 110 .
  • the mesh 110 can be of different forms such as straight or diamond-shaped netting or webbing.
  • the border rope 120 in this embodiment is typically a single rope that encircles the entire outer edge of the mesh 110 and then forms two distinct ropes—a primary corner rope 130 and a secondary corner rope 140 —where the attachment points 150 are located.
  • the outer edge can include the outermost perimeter of the mesh, but it can also include some of the inner portion of the mesh 110 as well and is not restricted to the outermost perimeter of the mesh.
  • the border rope 120 is typically fixed to the mesh 110 along the inner perimeter and along the primary corner rope 130 , although the border rope 120 could be woven through the mesh 110 along the perimeter so that the mesh 110 can move separately along the border rope 120 .
  • the term “rope” can include any suitable cord, twine, or string that is of sufficient strength to remain intact under large pulling forces.
  • the structure 100 can be any suitable shape such as a triangle, trapezoid, or other geometric shape to conform to the shape of the building structure's vertical beams.
  • the shape of the structure 100 is defined by the number and location of the attachment points 150 along its perimeter.
  • the attachment points 150 are generally defined by the point where secondary corner rope 140 is attached to a means for pulling the netting structure 100 toward the building structure 105 .
  • the attachment point 150 is usually where the loop of rope is formed in FIG. 6 , or it can be where the two separate border lines or ropes 143 and 146 are located as shown in FIG. 7 .
  • the border lines are preferably ropes, but can also be a cord, twine, string or rope-like structure that can be used under high tension forces to pull the netting structure 100 into place.
  • FIG. 1 Other embodiments of the structure 100 utilize dual border ropes that encircle the perimeter of the mesh 110 .
  • one rope acts as the primary border rope that is fixed along the entire perimeter of the mesh, while the second rope is fixed only to the inner perimeter of the mesh 110 with the non-fixed portions serving as the attachment points 150 in each corner of the structure 100 .
  • the border rope 120 can also include more than two ropes as long as they are secured to a portion of the mesh 110 along each side of the netting structure 100 .
  • a plurality of clips 160 connect the primary corner rope 130 with the secondary corner rope 140 .
  • the clips 160 are generally snap hooks, rings, quick hooks, or any suitable clip capable of coupling the mesh 110 to the primary and secondary corner ropes 130 and 140 under high stress loads.
  • FIG. 6 shows a detailed view of the attachment point 150 in the structure 100 .
  • the clips 160 are free-floating along the length of the split between the primary corner rope 130 and secondary corner rope 140 .
  • FIG. 7 shows an alternate embodiment where the secondary corner rope 140 is divided into two secondary ropes 143 and 146 respectively. Additional connecting hardware can be added to the open ends of each rope 143 and 146 so that they can be coupled to a pulling means, such as a rope, for tightening.
  • a pulling means such as a rope
  • FIG. 4 shows a top and slightly forward view of FIG. 7 with the primary corner rope 130 and mesh 110 gathered together.
  • the rope 140 is also free moving and allows the rope 140 to self-place along the length to allow tensioning of both sides of the netting structure 100 that are connected to the rope 140 .
  • FIG. 11 is a side view of FIG. 8 and shows the mesh 110 near the attachment point 150 slacking below the plane of the netting structure 100 , while the mesh 110 connected to the border rope 120 remains in tension.
  • FIG. 12 shows the same attachment point 150 with the clips 160 removed from the secondary corner rope 140 (in the embodiment where the secondary corner rope 140 is cut, the clips 160 are removed from the secondary ropes 143 and 146 ).
  • the mesh 110 falls downward and creates an open space 162 in the area nearest the attachment point 150 .
  • FIG. 13 when the clips 160 are connected, the mesh 110 remains in tension everywhere else throughout the netting structure 100 . Even when the clips 160 are removed and an opening 162 is created in the area, the mesh 110 along the border rope 120 will still remain in tension. This enables personnel to access the structure 100 by way of a ladder or other mechanical means to more easily climb through, or work through the open area 162 without disrupting the tension in the mesh 110 .
  • a second netting structure 200 can be added to a side of the netting structure 100 .
  • the second netting structure 200 (also referred to as a “flap”), typically functions as a vertical border net along the outer portion of the construction frame to protect debris and personnel from falling off the side of the frame. It can also be used to span a gap between two horizontal netting structures 100 .
  • the flap 200 is typically raised upward using a pulling rope along the outside area of the construction frame beneath a horizontal beam 107 as shown in FIG. 17 .
  • the flap 200 can either be pre-manufactured as a single structure with the mesh 210 and mesh 110 sharing the border rope 120 , or the flap 200 can be a separate structure such that the mesh 210 is secured to its own flap border rope 220 and subsequently secured to the netting structure 100 along the border rope 120 .
  • the end of the flap border rope 220 that is not connected the border rope 120 is a flap primary corner rope 230 . As shown in the close up view in FIG. 14 , the flap primary corner rope 230 also approaches the attachment point 150 .
  • the flap primary corner rope 230 is coupled to the secondary corner rope 140 by clips 160 in the same manner that the primary corner rope 130 of the netting structure 100 is coupled to the secondary corner rope 140 so that the mesh 210 can be opened and lowered in the same fashion as the mesh 110 .
  • the plane of the mesh 210 also includes a member or rod 270 as shown in FIG. 16 .
  • the rod 270 is generally resilient and spans lengthwise across the mesh 210 from one end of a border of the flap 200 to the opposite side of the flap 200 .
  • the rod 270 serves two primary purposes. First, the rod 270 prevents the mesh 210 from snagging or clumping together before the flap 200 is raised to its destination, and second, when the flap 200 is pulled up by a pulling rope, the beam 107 below causes the rod 270 to bend and hold the netting structure 200 away from the beam on which the worker is positioned as shown in FIGS. 16 and 17 . This enables the flap 200 to flex and conform to the building frame itself. If the horizontal beam 107 is not installed in advance, the rods 270 allow for the beam 107 to be dropped in place from above, and the rods 270 will deflect pushing the mesh 210 away from the beam 107 so the beam 107 can be installed.
  • the rod 270 is embedded within a sleeve 280 as shown in FIG. 18 and is coupled to the border rope 120 on one side and runs perpendicular to the border rope 120 across the mesh 220 to the opposite end 290 of the mesh 210 .
  • Other suitable ways to secure the rod 270 to the netting structure 100 include fixing the sleeve 280 to the mesh 210 itself, or using a clip 160 through a grommet 285 , as shown in FIG. 18 , to one of the loops in the mesh 210 or to the border rope 120 and opposite end 290 .
  • more than one rod 270 is used depending on the size of the plane area of the mesh 210 . If used, multiple rods 270 are typically vertically spaced apart a given distance to provide rigidity throughout the entire plane of the mesh 210 .
  • the rod 270 has a resilient length with a pair of snap hooks 272 or other similar connecting means on each end so that they can be secured to the opposite end 290 and border rope 120 of the flap 200 by way of a clip 160 .
  • FIGS. 20 and 21 An alternate way of raising the flap 200 and keeping it a desired distance from the building frame 105 is by using a push interim support 400 as shown in FIGS. 20 and 21 .
  • the push interim support 400 pushes the flap 200 away from the structure for easier access to the beams 107 and 108 . It differs from the flag pole method in the prior art as shown in FIG. 3A as it directs the flap 200 away from the building frame, while still leaving the push interim support 400 and movement (pull) point 420 above the flap 200 as shown in FIGS. 23 and 24 . This also allows for adjustment in and out depending on the requirement.
  • the embodiment in FIG. 20 of the push interim support 400 includes an adjustable member 405 that further comprises a base connector 430 with a pivot adjustment 425 on one end, and a removable roller structure 500 that contains a rope slot 510 on the other end of the adjustable member 405 .
  • FIG. 21 shows a slightly different embodiment with a split circular rope slot 520 on one end of the adjustable member 405 .
  • the pivot adjustment 425 is beneficial so that the flap 200 can be preinstalled and held flat against the building frame 105 while the beam 107 is being raised in place.
  • the pivot adjustment 425 also allows for the unit to be put in place while the flap 200 is in tension.
  • the flap 200 can be installed in place in a vertical position. Then the flap 200 can be pushed down or pulled up in to an angled or horizontal position. The flap 200 can then later be removed. All operations can be done while the flap 200 and the pull rope 350 remain in tension. This is not possible the prior art options.
  • Exemplary embodiments of guide assemblies used to secure the netting structure 100 or flap 200 in place to the building frame 105 include a guide ring 600 , a roller 700 , and a pulley 800 .
  • FIGS. 22, 25A, 25B, and 25C show a guide ring 600 .
  • the guide ring 600 is typically hollow and circular in the shape of a ring, but it can be of any suitable shape that allows a rope, a rope knot, splice, or clip hardware to pass through it.
  • the guide ring 600 is preferably made of a durable material, such as metal, that can withstand substantial tension forces.
  • the guide ring 600 is coupled to a bracket 610 , which in turn is secured to a vertical beam 108 with a ratchet or other securing means through slot 611 so that the plane of the guide ring 600 is oriented parallel to the ground.
  • the ring 600 and bracket 610 can be homogeneous or constructed in separate parts. When secured to the beam 108 , the ring 600 serves as a guide for a pull rope 350 to pass through along the beam 108 . Multiple rings can be secured to the same bracket 610 if desired.
  • FIG. 29 illustrates a single pull point 700 .
  • the pull point 700 is generally hollow and rectangular in shape.
  • the pull point 700 includes a pair of top rollers 710 and a pair of bottom rollers 715 .
  • the rollers 710 are typically cylindrical structures that are capable of freely rotating around a pin, but any suitable rotational mechanism would be sufficient as well.
  • Each top roller 710 is axially coupled to the inside of the pull point 700 by a pin 720 that enables the top roller 710 to freely rotate in either a clockwise or counter-clockwise direction.
  • the top rollers 710 are preferably arranged so that they are parallel to each other and are axially coupled on opposite sides of the pull point 700 to each other in the same plane as shown.
  • More than two rollers 710 can be added that are within the same plane as long as the inside area of the pull point 700 is large enough to allow ropes, connecting hardware, and even nets without secondary border ropes 140 and mesh 110 to pass through it.
  • the bottom rollers 715 are also axially coupled to the inside of the pull point 700 , but sit either above or below the top rollers 710 and are perpendicular to the top rollers 710 . It is understood by one of ordinary skill that multiple levels of rollers can be added inside the pull point 700 as long as the outer edge 730 of the pull point 700 is deep enough to accommodate the extra layers.
  • the pull point 700 is preferably made of a durable material, such as metal, that can withstand substantial tension forces.
  • the pull point 700 is coupled to a bracket 610 , which in turn is secured typically to the same vertical beam 320 above the guide ring 600 .
  • the bracket 610 is typically secured with a ratchet so that the plane of the pull point 700 is oriented parallel to the ground, but it can also be bolted to the vertical beam 108 as well.
  • the pull point 700 and bracket 610 can be homogeneous or constructed in separate parts. Any arrangement of the top rollers 710 and bottom rollers 715 preferably should provide sufficient open area in the center of the pull point 700 to allow both rope 350 and connecting hardware to pass through the area.
  • the pull point 700 When secured to the beam 108 , the pull point 700 serves as a pulley-like structure that enables a pull rope 350 and certain connecting hardware to pass through the pull point's 700 center area as the rope 350 is being used to raise and secure the netting structure 100 at its attachment points 150 .
  • FIG. 26 shows another exemplary embodiment of the pull point 700 .
  • a pulley 740 is coupled to a side 730 of the pull point 700 .
  • the pulley 740 includes a wheel 750 that is axially coupled to a bracket 760 that sits above the rollers 710 or 715 .
  • the wheel 750 is typically positioned in the center of the side 730 so that any rope that passes through it is centered as it passes through the pull point 700 .
  • the wheel 750 generally has enough surface area so that any knot or clip 160 that is attached to the rope 350 can move be contained within the sides 770 of the wheel 750 .
  • FIG. 27 shows a side view of assembly that uses the guide ring 600 and pull point 700 (that includes pulley 740 ) in combination with each other and secured to the same vertical beam 108 .
  • the pull point 700 is secured above the guide ring 600 on the beam 108 .
  • the purpose of their simultaneous use is to allow rope 350 to efficiently provide tension to the attachment point 150 of the netting structure 100 so that the structure 100 can be as close to the beam 108 as possible and eliminate any open space between horizontal beams 107 and the netting structure 100 .
  • the rope 350 is typically coupled to the attachment point 150 by connecting it to the secondary corner rope 140 , or if the secondary corner rope 140 has been split into two, connecting it to one or both of the separate secondary ropes 143 or 146 .
  • FIG. 28 An alternate embodiment of the assembly in FIG. 27 is shown in FIG. 28 .
  • the rope 350 is first threaded through the guide ring 600 , upward through the pull point 700 , and then downward over the side of the pull point 700 as shown.
  • the rope 350 is not directly next to the vertical beam 108 as it is being pulled downward to bring the netting structure 100 close to the vertical beam 108 .
  • This same configuration of using the pull point 700 and the guide ring 600 can also be used to raise the flap 200 in place as shown in FIGS. 16 and 17 .
  • FIG. 34 An alternate embodiment of FIGS. 27 and 28 is shown in FIG. 34 .
  • FIGS. 30 and 31 show alternate embodiments of the pull point 700 .
  • additional pulleys 740 can be secured to other sides 730 of the pull point 700 .
  • multiple bays of pull points 700 can be placed side-by-side around a bracket 610 . This embodiment utilizing multiple bays of pull points 700 is typically used when multiple netting structures 100 have to be installed on multiple floors. Several ropes can be pulled to raise and lower the netting structures 100 simultaneously.
  • FIG. 32 shows an alternate design of pull point 700 with pull point 703 , which combines the pull point 700 and guide assembly with a series of smaller rollers 770 .
  • the series of rollers 770 carry the rope 350 over a larger radius ( FIG. 33 ) which may provide improved rope loading and can be used as a combined unit or just as a pull point 700 or guide assembly.
  • FIG. 32 also shows how the bracket 610 can be bolted to steel or other surfaces, or strapped.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

In various representative aspects, a netting structure is configured to serve as a safety net used on construction sites to catch debris or construction personnel from falling to the ground. The netting structure eliminates the need to use a metal cable along the perimeter of a beam to support the net that typically requires the net to be clipped to the cable in several locations along its perimeter. An assembly for guiding the ropes used to pull the netting structure in place and secure the netting structure to a building frame is also provided.

Description

    BACKGROUND OF INVENTION Field of the Invention
  • The present invention relates generally to netting structures. More specifically, the invention relates to a netting structure that serves as a safety net used on construction sites to catch debris or construction personnel from falling to the ground. The present invention provides an improved netting structure that eliminates the need to use a metal cable along the perimeter of a beam to support the net that typically requires the net to be clipped to the cable in several locations along its perimeter. The present invention also provides an assembly for guiding ropes used to pull the netting structure in place and secure the netting structure to a building frame.
  • Description of the Related Art
  • Any discussion of the prior art in the specification should in no way be considered as an admission that the prior art is widely known or forms part of common general knowledge in the field.
  • The use of safety nets on construction sites is often desirable. Safety nets are netting structures that are typically installed either around the perimeter of a building or beneath the area of a floor in a building frame where the building is being constructed, refurbished, or repaired. A properly installed netting structure enables the netting to catch any debris or construction personnel from falling to the ground and causing injury or death.
  • FIG. 1 illustrates a basic two-story building frame. A typical netting structure is installed around the inner perimeter of the horizontal beams as personnel work on the building above the net. FIG. 2 illustrates a detailed view of the prior art netting structure. The existing netting structure typically requires a metal cable, or series of metal cables, to first be installed around the inside of the horizontal beams of the building frame as shown. A net is then coupled along to the cable along its length typically by using metal hooks at several locations around the cable. This method of installation creates sag in the mesh of the netting structure based on the tension of cable. It also creates sag by scalloping of the border and the netting structure's mesh between each hook. This scalloping can only be reduced by adding closer hooks, but can be difficult, if not impossible, to eliminate. Furthermore, tightening the net generally requires the mesh and netting structure border to be pulled toward the cable for connection. This can be extremely difficult due to the elevated location of the netting structure and the many connection points that must be made.
  • As shown in FIG. 3, the sagging in the prior art netting structures is sometimes addressed by installing additional ropes under the mesh or weaving them into the mesh to create pockets between the slack mesh. Each rope will slacken with the perimeter or border of the netting structure if it is attached to a point on the perimeter. If the rope is pulled separately, it requires two additional tie-off points per rope, which is inefficient. These ropes also create points of possible injury or death as a person falling into the net may hit a tensioned rope instead of the mesh. It is also possible to gather the mesh to the border rope with straps, however this does not reduce the border length.
  • The installation of these types of netting structures at construction sites can be difficult. Because these structures are typically installed high above the ground, they are often hard to reach and require special equipment, scaffolding, or ladders to lift the nets and the personnel who install them to the areas where they are secured to the beams on the building frame. Also, because the netting structures generally are designed have the perimeter of these structures cover as much area of the work area below to prevent even small objects from falling close to the building, it is very difficult for personnel to access the structure to move, maintain, or adjust it without disassembling large parts, or even the entire structure. If personnel need to gain access to the structure to adjust or move the it by loosening it at any point along its perimeter, it may lead to greater sagging or scalloping.
  • Another limitation to the present netting structures is that the nets themselves generally have to be built to fit within the size of the horizontal beams of the building frame.
  • The present invention overcomes the limitations in the prior art addressed above, and provides a solution that is both easy to install and use.
  • When installing vertical netting structures on the outside of a building frame to prevent debris and personnel from falling off the side of a horizontal beam, it is desirable for the vertical net to be some distance away from the frame building to allow workers to have freedom to move, and also to allow horizontal beams to possibly be installed into the building frame at a later time. The prior art typically requires a flag pole type design that is secured to a vertical beam where the netting structure attaches to a support point and drapes below the support point as shown in FIG. 3A. Or it requires a separate cantilever arm type system that needs to hold the net out at least 13 feet per standards and regulations. The present invention offers a solution to these limitations that eliminates the need to use flag pole designs and cantilever arms, still enables the vertical netting structure to rest a distance away from the frame structure, and is also easy to install by using pull ropes.
  • Other limitations to the present netting structures pertain to the hardware used to secure the structures to the building frames, and guide the ropes used to raise the structures in place. When installing safety nets, if a metal cable is not used to secure the netting structure around the beams of a building frame, a rope is usually tied to one end of an attachment point and then pulled through a large pulley or wooden block and tackle (wooden block and tackle will also be referred to as a “pulley”). Often the wooden pulleys are similar to those used on a sailing ship to guide ropes to raise sails to their operating position. There are several limitations to using this method. One limitation is that the pulley is typically coupled to a vertical beam using a clip. When under tension, a rope that is run through the pulley causes the pulley to move toward the attachment point of the netting structure, which creates a large gap between the beam and the netting structure as shown in FIG. 3B. The larger the length of the pulley, the larger the gap becomes between the bracket and the netting structure.
  • Another issue is how the pulley attaches to the netting structure. The pulley most often secured to a bracket on a vertical beam of the building structure. An eyebolt is then used to couple the pulley to the bracket. A cable or rope is threaded through the pulley or run through the eye of the eyebolt as secured to a vertical beam. An eyebolt is typically designed and rated for a direct pull load. The eyebolt is often not at the start in a shear side or angle load. This is not a correct engineered system and can lead to injury or death. In most cases pulleys are installed in the corners of the building frame. This means when the pulleys are under tension, they are likely being pulled away from the vertical beams even though ideally they should run vertically alongside or underneath the vertical beams.
  • Another limitation is the fact a pulley is designed to only allow the diameter of rope to pass through and nothing else. Any knot, splice, hook, or other attachment method would not allow these additional components to pass through the pulley as shown in FIG. 3C and would add additional space between the netting structure and the building frame as shown in FIG. 3B.
  • It is desirable to provide component hardware that enables safety netting structures to be installed to a building frame that does not create additional open space between the building frame and a safety net when installed under tension, and also to provide attachment and guide hardware that allows ropes with additional knots, splices, hooks, or related attachments to pass through them when raising the netting structures in place that is effective and easy to install.
  • SUMMARY OF THE INVENTION
  • The invention is summarized below only for purposes of introducing embodiments of the invention. The ultimate scope of the invention is to be limited only to the claims that follow the specification.
  • It is an object of this invention to provide a netting structure that is secured to the horizontal beams of a building frame to catch falling debris or personnel within the building structure.
  • It is an object of this invention to provide a netting structure that has a primary border, that is typically a rope, that is coupled to the entire outer edge of the netting structure.
  • It is an object of the present invention to provide a netting structure that has a secondary border, that is typically a rope, that is fixed at two points on the primary border to form an attachment point.
  • It is an object of the present invention to provide a netting structure wherein the primary and secondary borders are coupled by one or more clips.
  • It is an object of the present invention that when the clips are not coupled to the primary and secondary borders, the portion of the netting structure coupled to the primary border near the secondary border, drops downward and creates an opening between the primary and secondary borders.
  • It is an object of the present invention to provide a netting structure wherein the secondary border can be two distinct ropes connected by their respective ends to the primary border at distinct locations along the primary border.
  • It is an object of the present invention to provide a netting structure with a resilient rod that is coupled to two sides of the outer edge of the netting structure.
  • It is an object of the present invention to provide a rectangular ring with two pairs of rollers axially coupled within the inside of the rectangular ring such that each respective pair of rollers is parallel to each other and perpendicular to the other respective pair of rollers.
  • It is an object of the present invention that the rollers are able to rotate freely about their respective axes within the rectangular ring.
  • It is a further object of the present invention to provide a pulley that is axially coupled to a bracket that is connected above the rectangular ring so that the pulley is capable of rotating freely about its axis with the pulley being parallel to at least one of the rollers within the rectangular ring.
  • It is an object of the present invention that the rectangular ring is of sufficient cross-sectional area to enable objects large enough to pass through its cross-sectional area when a rope is connected to the objects as the rope is being used to pull the netting structure toward a point on the building frame.
  • It is an object of the present invention to provide an adjustable member that is connected to the rectangular ring so that the adjustable member can be coupled on one end to a vertical beam of the building structure and allow the adjustable member to move the position of the rectangular ring to and from the vertical beam of the building frame.
  • A person with ordinary skill in the relevant art would know that any shape or size of the elements described below may be adopted as long as the end clamp can be used to secure solar panel modules to the rail support structures and a binding bolt is used to tighten the t-bolt to the guide of the rail support structure. Any combinations of suitable number, shape, and size of the elements described below may be used. Also, any materials suitable to achieve the object of the current invention may be chosen as well.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • A more complete understanding of the present invention may be derived by referring to the detailed description and claims when considered in connection with the following illustrative figures. In the following figures, like reference numbers refer to similar elements and steps throughout the figures.
  • FIG. 1 illustrates a basic two-story building frame.
  • FIG. 2 is a top view of prior art net and connection to a cable.
  • FIG. 3 is a top view of prior art net with additional ropes to hold up sag and slack mesh.
  • FIG. 3A is a prior art shows means of attaching a net/flap to an outrigger flagpole type of support.
  • FIG. 3B is a side view of prior art.
  • FIG. 3C is a side view detail of prior art.
  • FIG. 4 is a top view of an exemplary embodiment of the netting structure.
  • FIG. 5 is a front view of an exemplary embodiment of the netting structure and hardware installed on test frame.
  • FIG. 6 is a top view of details of a corner in FIG. 4.
  • FIG. 7 is a view of FIG. 6 with a split secondary rope.
  • FIG. 8 is a top and slightly forward view of FIG. 7 with primary border and mesh gathered.
  • FIG. 9 is a bottom and slightly forward view showing an alternate embodiment using a smaller net to protect a partial area.
  • FIG. 10 is a top view of one corner of embodiment on test frame with slight adjustment on only one side.
  • FIG. 11 is a front view of FIG. 8.
  • FIG. 12 is a top and slightly forward view of FIG. 6 with corner open.
  • FIG. 13 is a top view of details of a corner in FIG. 4 with mesh hung square.
  • FIG. 14 is a top view of an alternate embodiment with flap manufactured attached to embodiment in FIG. 4.
  • FIG. 15 is the same as FIG. 14.
  • FIG. 16 is a bottom and slightly forward view of flap and resilient spreaders connected to embodiment in FIG. 4 with snap hooks installed on test frame.
  • FIG. 17 is a bottom and slightly angled view of FIG. 16.
  • FIG. 18 is a cutaway partial view of a resilient spreader shown in FIG. 16.
  • FIG. 19 is a forward view of a resilient spreader similar to FIG. 18 that does not require an outer jacket.
  • FIG. 20 is a side view of an alternate embodiment showing the push guide with removable roller, and pivot.
  • FIG. 21 is the same as FIG. 20 except a split ring is substituted for the guide with removable roller and pivot.
  • FIG. 22 is a perspective view of a guide ring attached to a bracket.
  • FIG. 23 is a bottom view of alternate embodiment showed in FIGS. 16 and 17
  • FIG. 24 is a side view of the element in FIG. 21 installed but does not pivot.
  • FIG. 25A is a side view of the guide ring of FIG. 25.
  • FIG. 25B is a bottom view of the guide ring of FIG. 25.
  • FIG. 25C is a side view of the guide ring of FIG. 25.
  • FIG. 26 is a perspective view of the pull point shown in FIG. 29 with a pulley.
  • FIG. 27 is a side view of the netting structure assembled to a building structure.
  • FIG. 28 is an alternate view of FIG. 27.
  • FIG. 29 is a top view of a pull point.
  • FIG. 30 is a perspective view of a pull point with dual pulleys.
  • FIG. 31 is a perspective view of an assembly showing five pull points arranged on a bracket with dual pulleys.
  • FIG. 32 illustrates an alternate pull point/pulley embodiment.
  • FIG. 33 illustrates a side view of a rope moving through the embodiment in FIG. 32.
  • FIG. 34 illustrates an alternate embodiment of FIGS. 27 and 28 showing the assembly featuring the guide ring connected to the vertical beam above the pull point.
  • DETAILED DESCRIPTION OF THE INVENTION
  • FIG. 4 shows a top view of an exemplary netting structure 100 and FIG. 5 shows a typical four-column beam building structure 105 with horizontal beams 107 and vertical beams 108 and with the netting structure 100 installed. The netting structure 100 includes a mesh 110 that is coupled to a border rope 120. The mesh 110 can also be loose around the border rope 120 by weaving the border rope 120 into the mesh 110. The mesh 110 can be of different forms such as straight or diamond-shaped netting or webbing. The border rope 120 in this embodiment is typically a single rope that encircles the entire outer edge of the mesh 110 and then forms two distinct ropes—a primary corner rope 130 and a secondary corner rope 140—where the attachment points 150 are located. The outer edge can include the outermost perimeter of the mesh, but it can also include some of the inner portion of the mesh 110 as well and is not restricted to the outermost perimeter of the mesh. The border rope 120 is typically fixed to the mesh 110 along the inner perimeter and along the primary corner rope 130, although the border rope 120 could be woven through the mesh 110 along the perimeter so that the mesh 110 can move separately along the border rope 120. The term “rope” can include any suitable cord, twine, or string that is of sufficient strength to remain intact under large pulling forces.
  • Although the netting structure 100 shown is rectangular in shape, the structure 100 can be any suitable shape such as a triangle, trapezoid, or other geometric shape to conform to the shape of the building structure's vertical beams. The shape of the structure 100 is defined by the number and location of the attachment points 150 along its perimeter. The attachment points 150 are generally defined by the point where secondary corner rope 140 is attached to a means for pulling the netting structure 100 toward the building structure 105. In an embodiment that employs a single secondary rope 140, the attachment point 150 is usually where the loop of rope is formed in FIG. 6, or it can be where the two separate border lines or ropes 143 and 146 are located as shown in FIG. 7. The border lines are preferably ropes, but can also be a cord, twine, string or rope-like structure that can be used under high tension forces to pull the netting structure 100 into place.
  • Other embodiments of the structure 100 utilize dual border ropes that encircle the perimeter of the mesh 110. In a dual border rope configuration, one rope acts as the primary border rope that is fixed along the entire perimeter of the mesh, while the second rope is fixed only to the inner perimeter of the mesh 110 with the non-fixed portions serving as the attachment points 150 in each corner of the structure 100. The border rope 120 can also include more than two ropes as long as they are secured to a portion of the mesh 110 along each side of the netting structure 100. Near each attachment point 150, a plurality of clips 160 connect the primary corner rope 130 with the secondary corner rope 140. The clips 160 are generally snap hooks, rings, quick hooks, or any suitable clip capable of coupling the mesh 110 to the primary and secondary corner ropes 130 and 140 under high stress loads.
  • FIG. 6 shows a detailed view of the attachment point 150 in the structure 100. The clips 160 are free-floating along the length of the split between the primary corner rope 130 and secondary corner rope 140.
  • FIG. 7 shows an alternate embodiment where the secondary corner rope 140 is divided into two secondary ropes 143 and 146 respectively. Additional connecting hardware can be added to the open ends of each rope 143 and 146 so that they can be coupled to a pulling means, such as a rope, for tightening. With the two ropes 143 and 146, each side of the netting structure 100 connected to the ropes 143 or 146 can be independently pulled toward a point on one of the horizontal beams 107 on the building structure 105 as shown in FIG. 9. In that case, the rope 143 or 146 can be pulled to bring the perimeter of the structure 100 closer to a side of the work area where protection and safety is necessary, and away from a side where it's not needed as shown in FIG. 10.
  • FIG. 4 shows a top and slightly forward view of FIG. 7 with the primary corner rope 130 and mesh 110 gathered together. In the case where only one secondary corner rope 140 is used, the rope 140 is also free moving and allows the rope 140 to self-place along the length to allow tensioning of both sides of the netting structure 100 that are connected to the rope 140. FIG. 11 is a side view of FIG. 8 and shows the mesh 110 near the attachment point 150 slacking below the plane of the netting structure 100, while the mesh 110 connected to the border rope 120 remains in tension.
  • FIG. 12 shows the same attachment point 150 with the clips 160 removed from the secondary corner rope 140 (in the embodiment where the secondary corner rope 140 is cut, the clips 160 are removed from the secondary ropes 143 and 146). In this exemplary embodiment, with the clips 160 removed, the mesh 110 falls downward and creates an open space 162 in the area nearest the attachment point 150. As shown in FIG. 13, when the clips 160 are connected, the mesh 110 remains in tension everywhere else throughout the netting structure 100. Even when the clips 160 are removed and an opening 162 is created in the area, the mesh 110 along the border rope 120 will still remain in tension. This enables personnel to access the structure 100 by way of a ladder or other mechanical means to more easily climb through, or work through the open area 162 without disrupting the tension in the mesh 110.
  • In another embodiment, a second netting structure 200, as shown in FIGS. 14 and 15, can be added to a side of the netting structure 100. As shown in FIGS. 16 and 17, the second netting structure 200 (also referred to as a “flap”), typically functions as a vertical border net along the outer portion of the construction frame to protect debris and personnel from falling off the side of the frame. It can also be used to span a gap between two horizontal netting structures 100. The flap 200 is typically raised upward using a pulling rope along the outside area of the construction frame beneath a horizontal beam 107 as shown in FIG. 17. The flap 200 can either be pre-manufactured as a single structure with the mesh 210 and mesh 110 sharing the border rope 120, or the flap 200 can be a separate structure such that the mesh 210 is secured to its own flap border rope 220 and subsequently secured to the netting structure 100 along the border rope 120. The end of the flap border rope 220 that is not connected the border rope 120 is a flap primary corner rope 230. As shown in the close up view in FIG. 14, the flap primary corner rope 230 also approaches the attachment point 150. The flap primary corner rope 230 is coupled to the secondary corner rope 140 by clips 160 in the same manner that the primary corner rope 130 of the netting structure 100 is coupled to the secondary corner rope 140 so that the mesh 210 can be opened and lowered in the same fashion as the mesh 110.
  • In the flap 200, the plane of the mesh 210 also includes a member or rod 270 as shown in FIG. 16. In the exemplary embodiment, the rod 270 is generally resilient and spans lengthwise across the mesh 210 from one end of a border of the flap 200 to the opposite side of the flap 200. The rod 270 serves two primary purposes. First, the rod 270 prevents the mesh 210 from snagging or clumping together before the flap 200 is raised to its destination, and second, when the flap 200 is pulled up by a pulling rope, the beam 107 below causes the rod 270 to bend and hold the netting structure 200 away from the beam on which the worker is positioned as shown in FIGS. 16 and 17. This enables the flap 200 to flex and conform to the building frame itself. If the horizontal beam 107 is not installed in advance, the rods 270 allow for the beam 107 to be dropped in place from above, and the rods 270 will deflect pushing the mesh 210 away from the beam 107 so the beam 107 can be installed.
  • In the exemplary embodiment, the rod 270 is embedded within a sleeve 280 as shown in FIG. 18 and is coupled to the border rope 120 on one side and runs perpendicular to the border rope 120 across the mesh 220 to the opposite end 290 of the mesh 210. Other suitable ways to secure the rod 270 to the netting structure 100 include fixing the sleeve 280 to the mesh 210 itself, or using a clip 160 through a grommet 285, as shown in FIG. 18, to one of the loops in the mesh 210 or to the border rope 120 and opposite end 290. Generally, more than one rod 270 is used depending on the size of the plane area of the mesh 210. If used, multiple rods 270 are typically vertically spaced apart a given distance to provide rigidity throughout the entire plane of the mesh 210.
  • An alternate embodiment of the rod 270 is shown in FIG. 19. The rod 270 has a resilient length with a pair of snap hooks 272 or other similar connecting means on each end so that they can be secured to the opposite end 290 and border rope 120 of the flap 200 by way of a clip 160.
  • An alternate way of raising the flap 200 and keeping it a desired distance from the building frame 105 is by using a push interim support 400 as shown in FIGS. 20 and 21. The push interim support 400 pushes the flap 200 away from the structure for easier access to the beams 107 and 108. It differs from the flag pole method in the prior art as shown in FIG. 3A as it directs the flap 200 away from the building frame, while still leaving the push interim support 400 and movement (pull) point 420 above the flap 200 as shown in FIGS. 23 and 24. This also allows for adjustment in and out depending on the requirement.
  • The embodiment in FIG. 20 of the push interim support 400 includes an adjustable member 405 that further comprises a base connector 430 with a pivot adjustment 425 on one end, and a removable roller structure 500 that contains a rope slot 510 on the other end of the adjustable member 405. FIG. 21 shows a slightly different embodiment with a split circular rope slot 520 on one end of the adjustable member 405. The pivot adjustment 425 is beneficial so that the flap 200 can be preinstalled and held flat against the building frame 105 while the beam 107 is being raised in place. The pivot adjustment 425 also allows for the unit to be put in place while the flap 200 is in tension. The flap 200 can be installed in place in a vertical position. Then the flap 200 can be pushed down or pulled up in to an angled or horizontal position. The flap 200 can then later be removed. All operations can be done while the flap 200 and the pull rope 350 remain in tension. This is not possible the prior art options.
  • Exemplary embodiments of guide assemblies used to secure the netting structure 100 or flap 200 in place to the building frame 105 include a guide ring 600, a roller 700, and a pulley 800.
  • FIGS. 22, 25A, 25B, and 25C show a guide ring 600. The guide ring 600 is typically hollow and circular in the shape of a ring, but it can be of any suitable shape that allows a rope, a rope knot, splice, or clip hardware to pass through it. The guide ring 600 is preferably made of a durable material, such as metal, that can withstand substantial tension forces. The guide ring 600 is coupled to a bracket 610, which in turn is secured to a vertical beam 108 with a ratchet or other securing means through slot 611 so that the plane of the guide ring 600 is oriented parallel to the ground. The ring 600 and bracket 610 can be homogeneous or constructed in separate parts. When secured to the beam 108, the ring 600 serves as a guide for a pull rope 350 to pass through along the beam 108. Multiple rings can be secured to the same bracket 610 if desired.
  • FIG. 29 illustrates a single pull point 700. The pull point 700 is generally hollow and rectangular in shape. The pull point 700 includes a pair of top rollers 710 and a pair of bottom rollers 715. The rollers 710 are typically cylindrical structures that are capable of freely rotating around a pin, but any suitable rotational mechanism would be sufficient as well. Each top roller 710 is axially coupled to the inside of the pull point 700 by a pin 720 that enables the top roller 710 to freely rotate in either a clockwise or counter-clockwise direction. The top rollers 710 are preferably arranged so that they are parallel to each other and are axially coupled on opposite sides of the pull point 700 to each other in the same plane as shown. More than two rollers 710 can be added that are within the same plane as long as the inside area of the pull point 700 is large enough to allow ropes, connecting hardware, and even nets without secondary border ropes 140 and mesh 110 to pass through it. The bottom rollers 715 are also axially coupled to the inside of the pull point 700, but sit either above or below the top rollers 710 and are perpendicular to the top rollers 710. It is understood by one of ordinary skill that multiple levels of rollers can be added inside the pull point 700 as long as the outer edge 730 of the pull point 700 is deep enough to accommodate the extra layers.
  • Like the guide ring 600, the pull point 700 is preferably made of a durable material, such as metal, that can withstand substantial tension forces. The pull point 700 is coupled to a bracket 610, which in turn is secured typically to the same vertical beam 320 above the guide ring 600. The bracket 610 is typically secured with a ratchet so that the plane of the pull point 700 is oriented parallel to the ground, but it can also be bolted to the vertical beam 108 as well. The pull point 700 and bracket 610 can be homogeneous or constructed in separate parts. Any arrangement of the top rollers 710 and bottom rollers 715 preferably should provide sufficient open area in the center of the pull point 700 to allow both rope 350 and connecting hardware to pass through the area. When secured to the beam 108, the pull point 700 serves as a pulley-like structure that enables a pull rope 350 and certain connecting hardware to pass through the pull point's 700 center area as the rope 350 is being used to raise and secure the netting structure 100 at its attachment points 150.
  • FIG. 26 shows another exemplary embodiment of the pull point 700. A pulley 740 is coupled to a side 730 of the pull point 700. The pulley 740 includes a wheel 750 that is axially coupled to a bracket 760 that sits above the rollers 710 or 715. The wheel 750 is typically positioned in the center of the side 730 so that any rope that passes through it is centered as it passes through the pull point 700. The wheel 750 generally has enough surface area so that any knot or clip 160 that is attached to the rope 350 can move be contained within the sides 770 of the wheel 750.
  • FIG. 27 shows a side view of assembly that uses the guide ring 600 and pull point 700 (that includes pulley 740) in combination with each other and secured to the same vertical beam 108. The pull point 700 is secured above the guide ring 600 on the beam 108. The purpose of their simultaneous use is to allow rope 350 to efficiently provide tension to the attachment point 150 of the netting structure 100 so that the structure 100 can be as close to the beam 108 as possible and eliminate any open space between horizontal beams 107 and the netting structure 100. The rope 350 is typically coupled to the attachment point 150 by connecting it to the secondary corner rope 140, or if the secondary corner rope 140 has been split into two, connecting it to one or both of the separate secondary ropes 143 or 146. This can be done by knotting the ropes together, or by coupling them with a clip 160. The rope 350 is then threaded through the center of the pull point 700 and then downward so that it is threaded through the guide ring 600 as shown. The clip 160 typically can fit through the pull point 700 and the guide ring 600. When the rope 350 is pulled downward (typically by a person standing on the ground or by mechanical means by using a ratchet for example, the secondary corner rope 140 is pulled in tension toward the pull point 700 as shown. In this configuration, the rope 350 and the secondary corner rope 140 engage the wheel 750 and rollers 710 so that when they rotate, the ropes move upward and downward with nearly no friction. This allows the netting structure 100 to be pulled right up against the pull point 700 and as close to the vertical beam 108 as possible. The pull point 700 and guide ring 600 prevent the rope 350 from moving outward and maintains vertical alignment with the vertical beam 108.
  • An alternate embodiment of the assembly in FIG. 27 is shown in FIG. 28. In this configuration, the rope 350 is first threaded through the guide ring 600, upward through the pull point 700, and then downward over the side of the pull point 700 as shown. In this case, the rope 350 is not directly next to the vertical beam 108 as it is being pulled downward to bring the netting structure 100 close to the vertical beam 108. This same configuration of using the pull point 700 and the guide ring 600 can also be used to raise the flap 200 in place as shown in FIGS. 16 and 17. An alternate embodiment of FIGS. 27 and 28 is shown in FIG. 34.
  • FIGS. 30 and 31 show alternate embodiments of the pull point 700. As illustrated, additional pulleys 740 can be secured to other sides 730 of the pull point 700. Additionally, multiple bays of pull points 700 can be placed side-by-side around a bracket 610. This embodiment utilizing multiple bays of pull points 700 is typically used when multiple netting structures 100 have to be installed on multiple floors. Several ropes can be pulled to raise and lower the netting structures 100 simultaneously.
  • FIG. 32 shows an alternate design of pull point 700 with pull point 703, which combines the pull point 700 and guide assembly with a series of smaller rollers 770. The series of rollers 770 carry the rope 350 over a larger radius (FIG. 33) which may provide improved rope loading and can be used as a combined unit or just as a pull point 700 or guide assembly. FIG. 32 also shows how the bracket 610 can be bolted to steel or other surfaces, or strapped.
  • In the preceding description, and for the purposes of explanation, numerous specific details are provided to thoroughly understand the various aspects of the invention. It will be understood, however, by those skilled in the relevant arts, that the present invention may be practiced without these specific details. In other instances, known structures and devices are shown or discussed more generally in order to avoid obscuring the invention. In many cases, a description of the operation is sufficient to enable one to implement the various forms of the invention, particularly when the operation is to be implemented in software. It should be noted that there are many different and alternative configurations, devices and technologies to which the disclosed embodiments may be applied. The full scope of the invention is not limited to the example(s) that are described below.

Claims (26)

What is claimed is:
1. A netting structure comprising:
a. a net further comprising an outer edge;
b. a primary border coupled to the outer edge of the net;
c. a secondary border extending from a first point on the primary border to a second point on the primary border wherein the secondary border forms an attachment point.
2. The netting structure in claim 1 further comprising a clip wherein the clip is coupled to the primary border and the secondary border of the netting structure.
3. The netting structure in claim 1 wherein the primary border is a rope.
4. The netting structure in claim 1 wherein the secondary border is a rope.
5. The netting structure in claim 1 further comprising a second secondary border extending from a third point on the primary border to a fourth point on the primary border wherein the secondary border forms a second attachment point.
6. The netting structure in claim 1 further comprising a resilient rod wherein:
a. the resilient rod further comprises a first end and a second end; and
b. the first end of the resilient rod is coupled to a first side of the outer edge and the second end of the resilient rod is coupled to a second side opposite the first side of the outer edge.
7. A netting structure comprising:
a. a net further comprising an outer edge;
b. a primary border coupled to the outer edge of the net;
c. a first border line further comprising a first end and a second end wherein the first end is coupled to a first point on the primary border and the second end forms an attachment point;
d. a second border line further comprising a first end and a second end wherein the first end is coupled to a second point on the primary border and the second end forms an attachment point.
8. The netting structure in claim 7 further comprising a clip wherein the clip is coupled to the primary border and the first border line of the netting structure.
9. The netting structure in claim 7 further comprising a clip wherein the clip is coupled to the primary border and the second border line of the netting structure.
10. The netting structure in claim 7 wherein the primary border is a rope.
11. The netting structure in claim 7 wherein the first and second border lines are ropes.
12. The netting structure in claim 7 further comprising a third border line further comprising a first end and second end wherein the first end is coupled to a third point on the primary border and wherein the second end forms a third attachment point.
13. The netting structure in claim 7 further comprising a resilient rod wherein:
a. the resilient rod further comprises a first end and a second end; and
b. the first end of the resilient rod is coupled to a first side of the outer edge and the second end of the resilient rod is coupled to a second side opposite the first side of the outer edge.
14. A netting structure comprising:
a. a net further comprising an outer edge;
b. a primary border coupled to the outer edge of the net;
c. a secondary border coupled to a portion of the outer edge of the net such that the secondary border surrounds the primary border such that the portion of the secondary border that is not coupled to the outer edge forms an attachment point.
15. The netting structure in claim 14 further comprising a clip wherein the clip is coupled to the primary border and the secondary border of the netting structure along the portion of the secondary border that is not coupled to the outer edge of the netting structure.
16. The netting structure in claim 14 wherein the primary border is a rope.
17. The netting structure in claim 14 wherein the secondary border is a rope.
18. The netting structure in claim 14 further comprising a resilient rod wherein:
a. the resilient rod further comprises a first end and a second end; and
b. the first end of the resilient rod is coupled to a first side of the outer edge and the second end of the resilient rod is coupled to a second side opposite the first side of the outer edge.
19. A guide for securing a netting structure to a building frame comprising:
a. a rectangular ring; the rectangular ring further comprising four sides such that the four sides each further comprise an inner side and forming a hollow area within the four sides;
b. a first pair of rollers each further comprising a first and second end such that the first and second ends of the first pair of rollers are axially coupled parallel to each other to opposite inner sides of the rectangular ring.
20. The guide of claim 19 further comprising:
a. a second pair of rollers each further comprising a first and second end such that the first and second ends of the second pair of rollers are axially coupled parallel to each other to opposite inner sides of the rectangular ring and perpendicular to the first pair of rollers such that the first and second pair of rollers are able to rotate freely around a central axis.
21. The guide of claim 19 further comprising:
a. a guide ring further comprising a loop with a hollow central area wherein the guide ring is coupled to a vertical beam and the rectangular ring is coupled to the vertical beam such that the hollow central area of the guide ring and the hollow area within the four sides of the rectangular ring align vertically along the vertical beam along the same axis.
22. The guide of claim 19 further comprising:
a. a pulley; and
b. a bracket coupled to a top edge of the rectangular ring such that the pulley is axially coupled to the bracket so that:
i. the pulley is able to rotate freely around a central axis; and
ii. the pulley is positioned above one of the first or second pair of rollers.
23. The guide of claim 19 further comprising an adjustable member further comprising a first end such that the adjustable member is coupled the first end.
24. The guide of claim 19 further comprising a pivot adjustment such that the pivot adjustment is coupled to a second end of the adjustable member.
25. The guide of claim 22 further comprising a:
a. second pulley and
b. a second bracket coupled to the top edge of the rectangular ring such that the second pulley is axially coupled to the bracket so that:
i. the pulley is able to rotate freely around a central axis; and
ii. the pulley is positioned above a second of the first or second pair of rollers.
26. The guide of claim 20 further comprising:
a. a guide ring further comprising a loop with a hollow central area wherein the guide ring is coupled to a vertical beam and the rectangular ring is coupled to the vertical beam such that the hollow central area of the guide ring and the hollow area within the four sides of the rectangular ring align vertically along the vertical beam along the same axis.
US15/130,917 2016-04-15 2016-04-15 Netting Structure Abandoned US20170298641A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US15/130,917 US20170298641A1 (en) 2016-04-15 2016-04-15 Netting Structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US15/130,917 US20170298641A1 (en) 2016-04-15 2016-04-15 Netting Structure

Publications (1)

Publication Number Publication Date
US20170298641A1 true US20170298641A1 (en) 2017-10-19

Family

ID=60037964

Family Applications (1)

Application Number Title Priority Date Filing Date
US15/130,917 Abandoned US20170298641A1 (en) 2016-04-15 2016-04-15 Netting Structure

Country Status (1)

Country Link
US (1) US20170298641A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109229006A (en) * 2018-10-24 2019-01-18 江苏飞达安全装备科技有限公司 A kind of sliceable protective net
US10240357B2 (en) * 2016-11-09 2019-03-26 Safety Guys, LLC Working deck netting system and related methodology
US20220145614A1 (en) * 2018-11-30 2022-05-12 Bahler Ip, Llc Building system and method thereof

Citations (47)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US448101A (en) * 1891-03-10 Fire-escape
US2294509A (en) * 1940-08-22 1942-09-01 Moeller William Lifesaving net
US2450595A (en) * 1947-04-21 1948-10-05 Jones Alex Fire net for buildings
US2533520A (en) * 1946-05-14 1950-12-12 William B Shimp Lifesaving net
US3527319A (en) * 1969-08-15 1970-09-08 Pedley Knowles & Co Safety net
US3949834A (en) * 1975-03-19 1976-04-13 Arthur Nusbaum Safety net and adjustable support therefor
US4074791A (en) * 1976-03-16 1978-02-21 Inman Johnny K Emergency fire net
US4732234A (en) * 1987-09-08 1988-03-22 Morley Brickman Perimeter safety net system for multi-story buildings under construction
US4815562A (en) * 1988-03-28 1989-03-28 Sinco, Inc. Debris barrier
US4830382A (en) * 1988-12-09 1989-05-16 Outaboundz Usa Inc. Portable volleyball net support system
US4856615A (en) * 1988-09-20 1989-08-15 Arthur Nusbaum Safety net arrangement for multi-floor buildings under construction, and method
US4944365A (en) * 1989-08-01 1990-07-31 Universal Builders Supply, Inc. Safety net system
US4982813A (en) * 1990-06-08 1991-01-08 Sinco, Incorporated Shock absorbing safety net
US4986389A (en) * 1990-06-13 1991-01-22 Westerbeke Fishing Gear Co., Inc. Slidable safety net assembly
US5161641A (en) * 1991-10-29 1992-11-10 Arthur Nusbaum Jointly movable safety net and curtain arrangement for multi-floor buildings under construction
US5197239A (en) * 1991-05-14 1993-03-30 Sinco Incorporated Containment system
US5299654A (en) * 1992-02-28 1994-04-05 Sinco Incorporated Safety net support system
US5429206A (en) * 1992-08-20 1995-07-04 Nussel, Inc. Safety net arrangement for elevated structures and method
US5573125A (en) * 1995-02-22 1996-11-12 The Sinco Group, Inc. Horizontal retracting pallet rack guard
US5582266A (en) * 1994-09-15 1996-12-10 Rexroad; John Safety/debris net system
US5779227A (en) * 1997-02-25 1998-07-14 Elkins; R. Wayne Crowd control barrier
US5787955A (en) * 1996-01-25 1998-08-04 Dargie; Roger A. Secure tamper resistant safety net support system and assembly
US5966877A (en) * 1997-05-13 1999-10-19 Hawes; Ray Rapidly deployable protective and structural cover system
US6000498A (en) * 1997-10-01 1999-12-14 Rexroad; John Safety/debris net system
US6068085A (en) * 1998-05-14 2000-05-30 Sinco Inc. Adjustable safety net methods and apparatus
US6098750A (en) * 1997-11-24 2000-08-08 Bay Nets, Inc. Safety system
US6161648A (en) * 1997-10-01 2000-12-19 Rexroad; John Safety/debris net system
US6186274B1 (en) * 1996-11-25 2001-02-13 Bay Nets, Inc. Safety system
US6226945B1 (en) * 1999-01-26 2001-05-08 Butler Manufacturing Company, Inc Safety mesh roof facing system
US20020104710A1 (en) * 2000-12-27 2002-08-08 Thompson Michael W. Scaffold safety net
US20030075385A1 (en) * 2001-10-24 2003-04-24 Walls Jason D. Construction safety screen system
US6857504B1 (en) * 2001-12-21 2005-02-22 Brantner Jerome Roof retaining apparatus
US20060112532A1 (en) * 2004-11-29 2006-06-01 John Rexroad Method for using shrinking net system
US20060201744A1 (en) * 2005-03-14 2006-09-14 Susan Curtis Elevator shaft safety net system
US20090090060A1 (en) * 2007-10-01 2009-04-09 Kennett Gmbh Doorvalbeveiliging
US20090120718A1 (en) * 2006-11-15 2009-05-14 O'gorman Dennis Multi-level safety net support system for high-rise construction
US20090159369A1 (en) * 2006-02-13 2009-06-25 Mccarthy Steve Working platform
US7654045B2 (en) * 2008-03-22 2010-02-02 StormBlok Systems, Inc. Weather protection barrier for a frangible opening of a building
US20110011677A1 (en) * 2009-07-16 2011-01-20 Mrm Holdings Limited Fall arrest safety net
US20120055738A1 (en) * 2010-09-07 2012-03-08 James Larkin Construction safety hanger
US8376086B1 (en) * 2010-08-17 2013-02-19 Rosalina R. Moyer Safety net
US8468927B2 (en) * 2008-04-16 2013-06-25 QinetiQ North America, Inc. Vehicle and structure shield with a cable frame
US8568071B2 (en) * 2011-12-30 2013-10-29 Otis D. Dier Railcar safety system
US20140102829A1 (en) * 2012-10-15 2014-04-17 Jim Stearns Fall protection system
US20140105522A1 (en) * 2009-07-16 2014-04-17 Mrm Hk Ltd Fall arrest safety net
US20150211247A1 (en) * 2014-01-24 2015-07-30 Henry Gembala Construction safety screen system
US9174107B2 (en) * 2012-01-06 2015-11-03 Todd DETTOR Customizable enclosure system for tennis courts

Patent Citations (48)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US448101A (en) * 1891-03-10 Fire-escape
US2294509A (en) * 1940-08-22 1942-09-01 Moeller William Lifesaving net
US2533520A (en) * 1946-05-14 1950-12-12 William B Shimp Lifesaving net
US2450595A (en) * 1947-04-21 1948-10-05 Jones Alex Fire net for buildings
US3527319A (en) * 1969-08-15 1970-09-08 Pedley Knowles & Co Safety net
US3949834A (en) * 1975-03-19 1976-04-13 Arthur Nusbaum Safety net and adjustable support therefor
US4074791A (en) * 1976-03-16 1978-02-21 Inman Johnny K Emergency fire net
US4732234A (en) * 1987-09-08 1988-03-22 Morley Brickman Perimeter safety net system for multi-story buildings under construction
US4815562B1 (en) * 1988-03-28 1995-10-17 Sinco Inc Debris barrier
US4815562A (en) * 1988-03-28 1989-03-28 Sinco, Inc. Debris barrier
US4856615A (en) * 1988-09-20 1989-08-15 Arthur Nusbaum Safety net arrangement for multi-floor buildings under construction, and method
US4830382A (en) * 1988-12-09 1989-05-16 Outaboundz Usa Inc. Portable volleyball net support system
US4944365A (en) * 1989-08-01 1990-07-31 Universal Builders Supply, Inc. Safety net system
US4982813A (en) * 1990-06-08 1991-01-08 Sinco, Incorporated Shock absorbing safety net
US4986389A (en) * 1990-06-13 1991-01-22 Westerbeke Fishing Gear Co., Inc. Slidable safety net assembly
US5197239A (en) * 1991-05-14 1993-03-30 Sinco Incorporated Containment system
US5161641A (en) * 1991-10-29 1992-11-10 Arthur Nusbaum Jointly movable safety net and curtain arrangement for multi-floor buildings under construction
US5299654A (en) * 1992-02-28 1994-04-05 Sinco Incorporated Safety net support system
US5429206A (en) * 1992-08-20 1995-07-04 Nussel, Inc. Safety net arrangement for elevated structures and method
US5582266A (en) * 1994-09-15 1996-12-10 Rexroad; John Safety/debris net system
US5573125A (en) * 1995-02-22 1996-11-12 The Sinco Group, Inc. Horizontal retracting pallet rack guard
US5787955A (en) * 1996-01-25 1998-08-04 Dargie; Roger A. Secure tamper resistant safety net support system and assembly
US6186274B1 (en) * 1996-11-25 2001-02-13 Bay Nets, Inc. Safety system
US5779227A (en) * 1997-02-25 1998-07-14 Elkins; R. Wayne Crowd control barrier
US5966877A (en) * 1997-05-13 1999-10-19 Hawes; Ray Rapidly deployable protective and structural cover system
US6000498A (en) * 1997-10-01 1999-12-14 Rexroad; John Safety/debris net system
US6161648A (en) * 1997-10-01 2000-12-19 Rexroad; John Safety/debris net system
US6098750A (en) * 1997-11-24 2000-08-08 Bay Nets, Inc. Safety system
US6068085A (en) * 1998-05-14 2000-05-30 Sinco Inc. Adjustable safety net methods and apparatus
US6226945B1 (en) * 1999-01-26 2001-05-08 Butler Manufacturing Company, Inc Safety mesh roof facing system
US20020104710A1 (en) * 2000-12-27 2002-08-08 Thompson Michael W. Scaffold safety net
US20030075385A1 (en) * 2001-10-24 2003-04-24 Walls Jason D. Construction safety screen system
US6857504B1 (en) * 2001-12-21 2005-02-22 Brantner Jerome Roof retaining apparatus
US20060112532A1 (en) * 2004-11-29 2006-06-01 John Rexroad Method for using shrinking net system
US20060201744A1 (en) * 2005-03-14 2006-09-14 Susan Curtis Elevator shaft safety net system
US20090159369A1 (en) * 2006-02-13 2009-06-25 Mccarthy Steve Working platform
US20090120718A1 (en) * 2006-11-15 2009-05-14 O'gorman Dennis Multi-level safety net support system for high-rise construction
US20090090060A1 (en) * 2007-10-01 2009-04-09 Kennett Gmbh Doorvalbeveiliging
US7654045B2 (en) * 2008-03-22 2010-02-02 StormBlok Systems, Inc. Weather protection barrier for a frangible opening of a building
US8468927B2 (en) * 2008-04-16 2013-06-25 QinetiQ North America, Inc. Vehicle and structure shield with a cable frame
US20110011677A1 (en) * 2009-07-16 2011-01-20 Mrm Holdings Limited Fall arrest safety net
US20140105522A1 (en) * 2009-07-16 2014-04-17 Mrm Hk Ltd Fall arrest safety net
US8376086B1 (en) * 2010-08-17 2013-02-19 Rosalina R. Moyer Safety net
US20120055738A1 (en) * 2010-09-07 2012-03-08 James Larkin Construction safety hanger
US8568071B2 (en) * 2011-12-30 2013-10-29 Otis D. Dier Railcar safety system
US9174107B2 (en) * 2012-01-06 2015-11-03 Todd DETTOR Customizable enclosure system for tennis courts
US20140102829A1 (en) * 2012-10-15 2014-04-17 Jim Stearns Fall protection system
US20150211247A1 (en) * 2014-01-24 2015-07-30 Henry Gembala Construction safety screen system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10240357B2 (en) * 2016-11-09 2019-03-26 Safety Guys, LLC Working deck netting system and related methodology
CN109229006A (en) * 2018-10-24 2019-01-18 江苏飞达安全装备科技有限公司 A kind of sliceable protective net
US20220145614A1 (en) * 2018-11-30 2022-05-12 Bahler Ip, Llc Building system and method thereof
US11761196B2 (en) * 2018-11-30 2023-09-19 Bahler Ip, Llc Building system and method thereof

Similar Documents

Publication Publication Date Title
US10125507B2 (en) Fall protection system
US8443471B2 (en) Rope and fastener assembly
US20200347625A1 (en) Safety net and safety net components for multi-storey building construction
US20170298641A1 (en) Netting Structure
US11131106B2 (en) Containment shroud system
US11401668B1 (en) Method of suspending a platform from a bridge main cable
AU2006269837B2 (en) Working platform
US20060090961A1 (en) Safety net system
US10022572B2 (en) System for assembly of provisional horizontal lifelines
US8627619B2 (en) Rigging deck module
US20120180714A1 (en) Automatic retractable boat cover
KR20130096169A (en) Side protection system
KR102148450B1 (en) Personal anchorage connector and method of preventing worker from dropping by using the same
US20050269158A1 (en) System for suspending structures from trees
US6070371A (en) Large structure enshrouder
US11326361B2 (en) Building debris containment system
KR101640141B1 (en) Sliding belt of assembly bong for building the steel tower, installation method for the assembly bong thereof
KR200442509Y1 (en) Helicopter safety net to make with the Glassfiber Reinforced Plastic
JP2007145509A (en) Simple boom device
US7726634B2 (en) System and method for tensioning and locking a safety strand
KR102157194B1 (en) Apparatus for prevent fall of gang form
WO2021053863A1 (en) Handrail device and work machine comprising same
JPH0746135Y2 (en) Protective net device
CZ291727B6 (en) Safety net for catching persons and/or objects during building and/or assembly work
KR200277868Y1 (en) A net support frame under construction

Legal Events

Date Code Title Description
AS Assignment

Owner name: PUCUDA, INC., CONNECTICUT

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:REXROAD, JOHN, MR.;REEL/FRAME:038299/0661

Effective date: 20160415

STPP Information on status: patent application and granting procedure in general

Free format text: NON FINAL ACTION MAILED

STPP Information on status: patent application and granting procedure in general

Free format text: RESPONSE TO NON-FINAL OFFICE ACTION ENTERED AND FORWARDED TO EXAMINER

STPP Information on status: patent application and granting procedure in general

Free format text: FINAL REJECTION MAILED

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION