The present invention relates temporary structures used in construction and demolition.
When the interiors of Yachts and other high-end vehicles/crafts are being refitted, not all surfaces and interiors are demolished. Because these remaining high-end fixtures and surfaces are vulnerable to damage from debris and loose articles from demolition, it is important to include protections against such damage. While no solution exists in the marine industry, systems in general construction and building include scaffolding and plastic tarps, typically duct taped together to contain dust. However, this setup does not protect flooring, walls, and other surfaces from heavier debris, and damage can occur if something is dropped. Typically, builders may include cardboard squares on the floor, however these squares can slide and scrape the floors they're intended to protect. In addition, when leaving these protected areas, there is typically no protection for rooms being left unaltered. That is, the scaffolding, tarps, and cardboard only exist in the construction area.
When the interiors of Yachts and other high-end vehicles, crafts, buildings, and the like are being refitted, the rooms being demolished and remodeled are typically nestled down a maze of corridors and stairways. Thus, a need exists in the market for a temporary protective structure that is configurable to tunnel through unaltered areas of a structure under renovation and provide enhanced protection for the surfaces outside the tunnel so that damage does not occur.
The invention disclosed herein provides a temporary protective structural system. The system includes a plurality of frame members including at least a first frame member and at least a second frame member. In some embodiments, each frame member in the plurality of frame members is a unitary frame element comprising a pair of opposing studs and integrated top plate connecting the pair of opposing studs at an upper integration point. In other embodiments, each frame member in the plurality of frame members is comprised of an adjustable frame element including a pair of opposing studs and integrated two-part top plate connecting the pair of opposing studs at an upper integration point. The system also includes a plurality of noggings connecting a first stud of the pair of opposing studs of the first frame member in the plurality of frame members with a first stud of the pair of opposing studs of the second frame member in the plurality of frame members, and a plurality of noggings connecting a second stud of the pair of opposing studs of the first frame member in the plurality of frame members with a second stud of the pair of opposing studs of the second frame member in the plurality of frame members, thereby forming at least one free-standing tunnel module. A plurality of ceiling joists is also included, wherein the ceiling joists connect the top plate of each of the first frame members to a top plate of each of the second frame members, thereby securing the at least one free-standing tunnel module. At least one vertical wall panel is secured to an exterior area of the at least one free-standing tunnel module, thereby vertically enclosing the at least one free-standing tunnel module. At least one horizontal ceiling panel is secured to an exterior ceiling area of the at least one free-standing tunnel module. In addition, at least one horizontal floor panel is included, whereby the at least one horizontal ceiling panel and the at least one floor panel horizontally enclose the at least one free-standing tunnel module.
The invention disclosed herein also provides a temporary protective structural system with adjustable width is provided. The temporary protective structural system with adjustable width includes a plurality of frame members having at least a first frame member and second frame member, wherein each frame member in the plurality of frame members is comprised of an adjustable frame element including a pair of opposing studs and integrated two-part top plate connecting the pair of opposing studs at an upper integration point. The temporary protective structural system with adjustable width further includes a plurality of noggings connecting a first stud of the pair of opposing studs of the first frame member in the plurality of frame members with a first stud of the pair of opposing studs of the second frame member in the plurality of frame members, and a plurality of noggings connecting a second stud of the pair of opposing studs of the first frame member in the plurality of frame members with a second stud of the pair of opposing studs of the second frame member in the plurality of frame members, thereby forming at least one free-standing tunnel module. The temporary protective structural system with adjustable width further includes a plurality of ceiling joists connecting the two-part top plate of each of the first frame members to a two-part top plate of each of the second frame members, thereby securing the at least one free-standing tunnel module. The temporary protective structural system with adjustable width further includes at least one vertical wall panel secured to an exterior area of the at least one free-standing tunnel module, thereby vertically enclosing the at least one free-standing tunnel module. The temporary protective structural system with adjustable width further includes at least one horizontal ceiling panel secured to an exterior ceiling area of the at least one free-standing tunnel module, and at least one horizontal floor panel, whereby the at least one horizontal ceiling panel and the at least one floor panel horizontally enclose the at least one free-standing tunnel module.
The invention disclosed herein also provides a method of providing surface protection during at least construction and demolition is disclosed. The method of providing surface protection during at least construction and demolition comprises providing at least one horizontal floor panel, securing the at least one horizontal floor panel to a floor, providing a plurality of frame members including at least a first frame member and at least a second frame member, whereby the providing of the plurality of frame members further includes implementing a unitary frame construction comprising a pair of opposing studs and integrating a top plate connecting the pair of opposing studs at an upper integration point. The method of providing surface protection during at least construction and demolition further comprises providing a plurality of noggings and configuring the plurality of noggins to form at least one free-standing tunnel module when in combination with the plurality of frame members. The method of providing surface protection during at least construction and demolition further includes securing the at least one free-standing tunnel module by providing a plurality of ceiling joists, whereby the securing of the at least one free-standing tunnel module further comprises connecting the top plate of each of the first frame members to a top plate of each of the second frame members, thereby securing the at least one free-standing tunnel module. The method of providing surface protection during at least construction and demolition further includes enclosing the at least one free-standing tunnel module by providing at least one vertical wall panel and securing the at least one vertical wall panel to the at least one free-standing tunnel module, thereby vertically enclosing the at least one free-standing tunnel module, and securing at least one horizontal ceiling panel to a ceiling area of the at least one free-standing tunnel module.
It is an object of the present invention to provide a system capable of being readily assembled and disassembled with minimal pieces outside the overall system.
It is yet another object of the present invention is to provide a modular system that can be used to create a protective tunnel from a demolition or construction area to the outside of the structure where the threat of damage is no longer present.
It is a further object to provide a system that incorporates cushioned material to shield exposed surfaces of the structure.
The drawings and specific descriptions of the drawings, as well as any specific or alternative embodiments discussed, are intended to be read in conjunction with the entirety of this disclosure. The invention may be embodied in many different forms and should not be construed as being limited to the embodiments set forth herein; rather, these embodiments are provided by way of illustration only and so that this disclosure will be thorough, complete and fully convey understanding to those skilled in the art. The above and yet other objects and advantages of the present invention will become apparent from the hereinafter set forth Brief Description of the Drawings, Detailed Description of the Invention, and Claims appended herewith.
The invention herein provides a solution for protecting and maintaining the safety and integrity of unaltered fixtures and surfaces during demolition and construction. The invention includes a uniquely configured frame element with members connecting several frame elements to create a frame skeleton. Several protective panels surrounding the skeletal frame are incorporated to provide for protection and containment. This unique arrangement, in combination, is capable of solving the above issues plaguing current methods of protection during construction.
As stated above, when the interiors of Yachts and other high-end vehicles/crafts are being refitted, not all surfaces and interiors are demolished. Because these remaining high-end fixtures and surfaces are vulnerable to damage from debris and loose articles from demolition, it is important to include protections against such damage. While no solution exists in the marine industry, systems in general construction and building include scaffolding and plastic tarps, typically duct taped together to contain dust. However, this setup does not protect flooring, walls, and other surfaces from heavier debris, and damage can occur if something is dropped. Typically, builders may include cardboard squares on the floor, however these squares can slide and scrape the floors they're intended to protect. In addition, when leaving these protected areas, there is typically no protection for rooms being left unaltered. That is, the scaffolding, tarps, and cardboard only exist in the construction area.
When the interiors of Yachts and other high-end vehicles/crafts are being refitted, the rooms being demolished and remodeled are typically nestled down a maze of corridors and stairways. Thus, a need exists in the market for a temporary protective structure that is configurable to tunnel through unaltered areas of a vehicle or craft under renovation and provide enhanced protection for the surfaces outside the tunnel so that damage does not occur.
The current invention solves these problems by implementing a post 104 and beam 106 system with interconnecting members 108/110 for the skeletal frame and accompanying protective panels 112/114/116/118. The combination of these elements creates modules 120, which can be linked end to end to create a tunnel system capable of protecting sensitive surfaces.
The system incorporates numerous features to protect the surfaces of the location under renovation. It begins with incorporation of linear protective sheets 112/114/116/118 to cover at least the flooring 10, as well as sensitive areas like walls 12, stairs 14, and railings 16, as shown in
Once the protective sheets are in place, a skeletal frame may be constructed for the tunnel element of the system, as shown in
The U-shaped frame elements 102, noggins 108, and ceiling joists 110 all connect through complemental notches cut into each component. Once pressed into place, the elements for a tunnel module 120. Footings 134 may also be used to help the modules stand independently. These tunnels are modular and may be arranged in series to provide a continuous tunnel from a starting point inside a construction zone, to an end point beyond areas at risk of damage.
Panels 112/114/116 may be installed enclosing the modular tunnel frames once the tunnel frames are secured, as shown in
On final construction shown in
The system and method for a temporary protective structure for use in construction and demolition of the present invention may be used to provide a system capable of being readily assembled and disassembled with minimal pieces outside the overall system, provide a modular system that can be used to create a protective tunnel from a demolition or construction area to the outside of the structure where the threat of damage is no longer present, and provide a system that incorporates cushioned material to shield exposed surfaces of the structure. This apparatus and system are particularly shown in
In an exemplary embodiment, a temporary protective structural system 100 is provided. The temporary protective structure 100 includes plurality of frame members 102 including at least a first frame member 102a and at least a second frame member 102b. Each frame member 102 in the plurality of frame members is a unitary frame element comprising a pair of opposing studs 104/104a/104b and integrated top plate 106 connecting said pair of opposing studs 104a/104b at an upper integration point 102c, as shown in
The temporary protective structure 100 also includes a plurality of noggings 108 connecting a first stud 104a of the pair of opposing studs 104a/104b of the first frame member 102a in the plurality of frame members 102 with a first stud 104a of the pair of opposing studs 104a/104b of the second frame member 102b in the plurality of frame members 102, as may be appreciated in
The temporary protective structure 100 also includes a plurality of ceiling joists 110 connecting the top plate 106 of each of the first frame members 102a to a top plate 106 of each of the second frame members 102b, thereby securing the at least one free-standing tunnel module 120.
To enclose the temporary protective structure 100, at least one vertical wall panel 112 is secured to an exterior area, as shown in
In some embodiments of the temporary protective structural system 100 a plurality of said free-standing tunnel modules 120 are placed end to end to form an elongate modular tunnel system, as shown in
In some embodiments of the temporary protective structural system 100, footings 134 are placed under each stud 104 in the pair of opposing studs 104a/104b of the frame members 102/102a/102b, thereby structurally bracing said free-standing tunnel module 120, as shown in
In some embodiments of the temporary protective structural system 100, a screwless securement between the top plates 106 and the ceiling joists 110 are used, as may be appreciated in
In some embodiments of the temporary protective structural system 100, a screwless securement between the noggins 108 and the studs 104 are used, whereby the different members 108/104/104a/104b each fit together to help support one another without a fixed connection point. In these embodiments, each stud 104 includes at least one horizontal notch 128 with an outer opening 146, as shown in
In some embodiments a screwless securement between the noggins 108 and the studs 104 similar to the securement above are used, however, in this embodiment, the notches are inverse of the above embodiment. While the exact arrangement may not be shown in the drawings, the nogging remains the same, and the stud 104 merely includes notches opening from an inner portion rather than an outer portion. Each stud 104 includes at least one horizontal notch 128 with an inner opening. Each nogging 108 includes a horizontal notch 130 at each distal end, wherein each notch 130 has an outer opening 144. At least one horizontal notch 128 of each of the studs 104 is configured for complemental engagement with the horizontal notch 130 in the nogging 108, whereby the at least a first frame member 102a and the at least a second frame member 102b are thereby connected when each of the outer openings of the horizontal notches 130 of the noggings 108 are slid into complemental horizontal notches 128 with inner openings of the studs 104.
In some embodiments of the temporary protective structural system 100, a geometry of each nogging 108 is identical to a geometry of each ceiling joist 110 to provide for simplicity and interchangeability.
In some embodiments of the temporary protective structural system 100, the ceiling panels 116, wall panels 112, and floor panels 114 are constructed of a corrugated or fluted material 156 thereby configuring the ceiling panels 116, wall panels 112, and floor panels 114 for cushion against impacting objects. In some embodiments, the ceiling joists 110, noggings 108, and frame members 102 are all constructed of the corrugated or fluted material 156. The corrugated or fluted material 156 may be made of a fluted plastic sheet.
In some embodiments an adhesive tape 160 seals seams between panels 112/114/116, including seams existing between one or more of the ceiling panels 116, wall panels 112, and floor panels 114 when multiple panels are incorporated, and the tape 160 seals seams between the free-standing tunnel modules 120 when multiple free-standing tunnel modules 120 are incorporated.
In some embodiments of the temporary protective structural system 100, the system further includes a plurality of the protection panels 112/114/116 that are included with an adhesive area 162 for attaching the protection panels 112/114/116 to surfaces outside of the free-standing tunnel module 120, as shown in
In some embodiments of the temporary protective structural system 100, geometries of each of the protection panels 112/114/116, wall panels 112, ceiling panels 116, and floor panels 114 are identical in geometry to provide for simplicity and interchangeability. In some embodiments, the wall panels 112 also include a fold line 111 to allow the wall panels 112 to provide a wrapping effect for securement. In some embodiments, the ceiling panels 116 also include a fold line 138 to allow the ceiling panels 116 to provide a wrapping effect for securement around the outside of the tunnel module 120.
In some embodiments of the temporary protective structural system 100, the system further includes a plurality of foldable protection panels 118 with an adhesive area 162 for attaching the protection panels to surfaces of stairs. In some embodiments, each foldable protection panel 118 in the plurality of foldable protection panels has a gripping element 122 adhesively affixed to an upper surface of the each foldable protective panel 118 to provide traction, as shown in
In some embodiments of the temporary protective structural system 100, the system 100 further includes a plurality of structural fasteners 180/184 configured to secure the noggins 108 or the ceiling joists 110 to additional noggins 108 or ceiling joists 110 in a plurality of noggins 108 or ceiling joists 110. In some embodiments, the plurality of structural fasteners are pegs 180 configured to secure the noggins 108 to additional noggins 108 to provide for horizontally angulated tunnel systems, as shown conceptually in
In some embodiments of the temporary protective structural system 100, the system further includes a plurality of structural fasteners 184 configured to secure the noggins 108 or the ceiling joists 110 to the studs 104. In some embodiments, the plurality of structural fasteners 184 are configured to secure the noggins 108 or the ceiling joists 110 to the studs 114. The structural fasteners comprise an elongate anchor body 174 having an engagement cap 172 at a proximal end and an engagement hook 168 at a distal end, and an engagement stem 170 protruding from the anchor body 174 in a direction perpendicular to an axis on which the engagement hook 168 and the engagement cap 172. The engagement hook 168 is configured to engage with one of the nogging 108, as shown in
In some embodiments, the engagement stem 170 and the engagement cap 172 of the anchor body 174 terminate in a frustoconical nub, as may be seen in
While the anchor system is shown in
Some embodiments of the structural fasteners resemble a U-shaped fastener with a center channel for containing the stud, an apex with a stopper lip, and a pair of hooks at an inner end of each leg of the U-shaped fastener, wherein the pair of hooks are configured for a geometry to snugly receive a sidewall of the nogging or ceiling joist member. In some embodiments, the apex of the U-shaped fastener includes a protruding neck with a circumferential lip for complemental insertion and securement through an anchor aperture located within a wall panel. In some embodiments, the plurality of structural fasteners configured to secure the noggins or the ceiling joists to the studs comprise a linear horizontal platform with a perpendicularly facing protruding neck with a circumferential lip for complemental insertion and securement through an anchor aperture located within a stud at a first end, and a vertical lip configured for engagement into a slot of a wall panel at an opposite end.
In another exemplary embodiment, a temporary protective structural system 100 with adjustable width is provided, as shown in
In another exemplary embodiment, a method of providing surface protection during at least construction and demolition is disclosed. The method of providing surface protection during at least construction and demolition comprises providing at least one horizontal floor panel 114, securing the at least one horizontal floor panel 114 to a floor 10, providing a plurality of frame members 102 including at least a first frame member 102a and at least a second frame member 102b, whereby the providing of the plurality of frame members further includes implementing a unitary frame construction comprising a pair of opposing studs 104a/104b and integrating a top plate 106 connecting the pair of opposing studs 104a/104b at an upper integration point 102c. The method of providing surface protection during at least construction and demolition further comprises providing a plurality of noggings 108 and configuring the plurality of noggins 108 to form at least one free-standing tunnel module 120 when in combination with the plurality of frame members 102. The method of providing surface protection during at least construction and demolition further includes securing the at least one free-standing tunnel module 120 by providing a plurality of ceiling joists 110, whereby the securing of the at least one free-standing tunnel module 120 further comprises connecting the top plate 106 of each of the first frame members 102a to a top plate 106 of each of the second frame members 102b, thereby securing the at least one free-standing tunnel module 120. The method of providing surface protection during at least construction and demolition further includes enclosing the at least one free-standing tunnel module 120 by providing at least one vertical wall panel 112 and securing the at least one vertical wall panel 112 to the at least one free-standing tunnel module 120, thereby vertically enclosing the at least one free-standing tunnel module 120, and securing at least one horizontal ceiling panel 116 to a ceiling area of the at least one free-standing tunnel module 120.
In some embodiments of the method of providing surface protection during at least construction and demolition, the step of configuring the plurality of noggins 108 to form at least one free-standing tunnel module 120 and the providing the plurality of noggings 108 further includes connecting a first stud 104a of the pair of opposing studs 104a/104b of the first frame member 102a in the plurality of frame members 102a/102b with a first stud 104a of the pair of opposing studs 104a/104b of the second frame member 102b in the plurality of frame members 102a/102b, and connecting a second stud 104b of the pair of opposing studs 104a/104b of the first frame member 102a in the plurality of frame members 102a/102b with a second stud 104b of the pair of opposing studs 104a/104b of the second frame member 102b in the plurality of frame members 102a/102b, thereby forming the at least one free-standing tunnel module 120.
In some embodiments, the method of providing surface protection during at least construction and demolition further includes placing the plurality of the free-standing tunnel modules 120 end to end to form an elongate modular tunnel system, as shown in
In some embodiments, the method further includes configuring of the tunnel modules 120 for dust-free containment by sealing and connection points within each tunnel module 120 in the plurality of tunnel modules 120 by applying adhesive tape 160 to the seams and connection points, and sealing seams and connection points between each of the plurality of free-standing tunnel modules 120 by applying adhesive tape 160 to the seams and connection point. The connection points within each tunnel module 120 would include spaces between the floor 114 and the wall panels 112, as well as between the wall panels 112 and the ceiling panels 116, while connection points between modules would involve spaces between adjacent wall panels 112, adjacent ceiling panels 116, adjacent floor panels 114, and the like.
In some embodiments, the method of providing surface protection during at least construction and demolition further includes configuring a screwless securement between each stud in the pair of opposing studs 104a/104b and each noggin 108 in the plurality of noggins 108 by incorporating at least a pair of notches 128 into each stud 104a/104b and at least a pair of notches 130 into each noggin 108 for complemental engagement between the noggins 108 and each stud 104/104a/104b, whereby once slid together the studs 104a/104b and the noggins 108 support one another forming a non-fixed structural support, as may be appreciated in
In some embodiments, the method of providing surface protection during at least construction and demolition further includes configuring a screwless securement between the top plate 106 and each ceiling joist 110 in the plurality of ceiling joists 110 by incorporating at least a pair of notches 126 into the top plate 106 and at least a pair of notches 132 into each ceiling joist 110 for complemental engagement between the ceiling joists 110 and the top plate 106, as may be appreciated in
In some embodiments, the method of providing surface protection during at least construction and demolition further includes configuring the noggins 108 and the ceiling joists 110 for interchangeability by implementing an identical geometry of the noggins 108 and the ceiling joists 110, as may be appreciated in
In some embodiments, the method of providing surface protection during at least construction and demolition further includes configuring each horizontal floor panel 114, each frame member 102, each nogging 108, each ceiling joist 110, each vertical wall panel 112, and each horizontal ceiling panel 116 for structural righty and cushion-ability by implementing a fluted plastic material 156.
In some embodiments, the method of providing surface protection during at least construction and demolition further includes providing a plurality of anchor apertures 182 in each horizontal floor panel 114, each frame member 102, each nogging 108, each ceiling joist 110, each vertical wall panel 112, and each horizontal ceiling panels 116, wherein each horizontal floor panel 114, each frame member 102, each nogging 108, each ceiling joist 116, each vertical wall panel 112, and each horizontal ceiling panel 116 each have at least a pair of anchor apertures 182 therein. The embodiment also includes providing a plurality of securement pegs 180, as shown in
In some embodiments, the method of providing surface protection during at least construction and demolition further includes providing a plurality of anchor apertures 182 in each horizontal floor panel 114, each frame member 102, each nogging 108, each ceiling joist 110, each vertical wall panel 112, and each horizontal ceiling panels 116. Each horizontal floor panel 114, each frame member 102, each nogging 108, each ceiling joist 110, each vertical wall panel 112, and each horizontal ceiling panels 116 each have at least a pair of anchor apertures 182 therein. This embodiment further includes providing a plurality of securement anchors 184. Each anchor aperture 182 in the plurality of anchor apertures 182 is configured to engage with a securement anchor 184 of the plurality of securement anchors 184 to provide a non-fixed structural connection between complemental components.
In some embodiments of the method of providing surface protection during at least construction and demolition, the anchors are specifically configured to secure the different components, but still be versatile enough to be used in different arrangements. To accomplish this, the structural fasteners comprise an elongate anchor body 174 having an engagement cap 172 at a proximal end and an engagement hook 168 at a distal end, and an engagement stem 170 protruding from the anchor body 174 in a direction perpendicular to an axis on which the engagement hook 168 and the engagement cap 172. The engagement hook 168 is configured to engage with one of the nogging 108, as shown in
To provide a removable securement, the engagement stem 170 and the engagement cap 172 of the anchor body 174 terminate in a frustoconical nub, as may be seen in
While there has been shown and described above the preferred embodiment of the instant invention it is to be appreciated that the invention may be embodied otherwise than is herein specifically shown and described and that certain changes may be made in the form and arrangement of the parts without departing from the underlying ideas or principles of this invention as set forth in the Claims appended herewith.