The subject matter disclosed herein generally relates to a thatch shade structure and more specifically to a wind damage resistant modulating thatch shade structure.
Thatch shade structures are frequently used at coastal locations, such as beaches, island resorts, and restaurants, to provide a tropical and serene ambiance while effectively shielding individuals from intense sunlight.
Several factors must be considered when constructing a conventional thatch shade structure, including but not limited to material availability, structural design, and environmental conditions. Strong winds associated with extreme climate events, such as hurricanes, typhoons, tropical storms, or tornados, may accelerate deterioration of existing thatch shade structures due to unsustainable wind uplift being exerted on the structure, thereby causing a loss of structural integrity or structural failure of the structure.
Consequently, constructing and maintaining a thatch shade structure in locations with severe climates may be challenging. Accordingly, there is a need for a thatch shade structure that may be resistant to wind damage.
The following is a concise summary of the disclosure presented herein with the primary aim of providing a preliminary understanding of certain aspects of the disclosure. It should be noted, however, that this summary is not intended to serve as a comprehensive overview of the disclosure, nor does it seek to identify or describe any critical or significant elements of the disclosure or the boundaries of its scope. Its sole purpose is to provide a rudimentary understanding of the disclosure's concepts and features, which will be expounded upon in greater detail in the ensuing sections.
The present disclosure is generally directed towards to a wind damage resistant modulating thatch shade structure, hereinafter referred to as a “thatch shade structure”, that permits flows of wind to pass through it, advantageously preventing the thatch shade structure from wind damage, being blown away or tipping over, and thus, withstanding gusty winds or turbulence. The disclosure generally comprises at least one post, a frame, a plurality of longitudinal rods, and a plurality of thatch shingles. The frame is coupled to the post, and at least one rod of the plurality of the longitudinal rods are connected to one another forming at least one longitudinal rod arrangement. The at least one longitudinal rod arrangement is coupled to the frame. Each thatch shingle of the plurality of thatch shingles is pivotally attached to at least one of the longitudinal rods.
As a result, when winds blow laterally or from underneath the thatch shade structure, one or more of the plurality of thatch shingles may modulate, thereby allow the wind to escape through spaces, advantageously strengthening the structure's resilience to uplift wind pressures. It is anticipated that components of the frame, the number of posts and the longitudinal rod arrangements may vary in number and in geometry according to the type of the thatch shade structure, which may include, but is not limited to, an umbrella, a canopy, or a gazebo.
An exemplary, nonlimiting embodiment of the present disclosure provides a thatch shade structure, comprising a post, a frame coupled to the post, and a plurality of thatch shingles pivotally connected to the frame by a plurality of longitudinal rods.
The post may be installed in an upright position by insertion into a base or into the ground. The post has a top end, a bottom end, and a peripheral wall.
The disclosed frame comprises a rafter tie bracket, a plurality of ribs, a plurality of stretchers, a plurality of longitudinal brackets. The rafter tie bracket has a central portion and a plurality of extensions prolonging radially along a periphery of the central portion. Each of the plurality of extensions extends from the central portion about a predetermined angle. The rafter tie bracket further comprises a plurality of mounting holes. The central portion of the rafter tie bracket is coupled to the top end of the post. Each of the plurality of ribs has a proximal end and a distal end. The proximal end of each of the ribs is coupled to each of the plurality of extensions of the rafter tie bracket respectively, such that the ribs of the plurality of ribs are dimensioned radially along the peripheral wall of the post, and each of the plurality of ribs is positioned in a predetermined angle relative to the post. Further, adjacent ribs are coupled to one another by at least one longitudinal bracket on the distal end. Each of the plurality of longitudinal brackets is preferably arched, according to an angular separation of the adjacent ribs. The plurality of ribs and the plurality of longitudinal brackets may form a variety of geometric configurations, but preferably forming a conical configuration for the presently described embodiment. Each of the plurality of stretchers is connected to the peripheral wall of the post on one end and connected to one of the plurality of ribs on the other end to provide additional support. In addition, both ends of each of the plurality of stretches, and both ends of each of the plurality of longitudinal brackets may be bent about a predetermined angle.
It is anticipated that the frame may also be formed by rafters and trusses if used in other roofing structures. It is additionally anticipated that the number and geometry of the longitudinal brackets, the rafter tie bracket, stretchers, rafters, and pole may each be modified for use with other types of roofing structures.
Each of the plurality of thatch shingles further comprises a pivot connector and a thatch segment coupled to the pivot connector. The pivot connector is further pivotally coupled to at least one of the longitudinal rods to advantageously allow the thatch shingle to modulate about the respective at least one longitudinal rod and create pass-through spaces for the wind. It is preferable that the pivot connector is a longitudinal loop, and the thatch segment is attached to a length of the longitudinal loop. The longitudinal loop is closed along the length of the longitudinal loop forming a through-hole. Advantageously, as a result, an exemplary user may effortlessly slide the longitudinal loops onto the longitudinal rods for installation of the respective thatch shingle.
The rods in the plurality of longitudinal rods are connected to one another on their two ends, forming an arrangement. The arrangement may comprise the plurality of longitudinal rods connected to each other to form a plurality of concentric rings which have different diameters and share the central portion of the rafter tie bracket as the center. Further, the rings of the plurality of rings are spaced apart from one another in a predetermined distance. However, it is anticipated that the arrangement comprises the plurality of longitudinal rods connected to each other to form other enclosed shapes, such as, but not limited to, an oval, a triangle, a square, a rectangle, or a pentagon. Further, the enclosed shapes may or may not be arranged concentrically. It is also anticipated that the plurality of longitudinal rods may be arranged in rows, instead of enclosed shapes.
The following detailed description and accompanying drawings provide a provisional disclosure of an exemplary embodiment for the purpose of facilitating one of ordinary skill in the relevant art to make and use the disclosure. As such, the detailed description and illustration of the one or more exemplary embodiments presented herein are purely exemplary in nature and are not intended to limit the scope of the disclosure or its protection in any manner. It is further noted that the drawings may not be to scale, and in some cases, certain details may be omitted which are not necessary for an understanding of the present disclosure, such as conventional details of fabrication and assembly.
In one aspect, the disclosure is generally directed to a wind damage resistant modulating thatch shade structure, hereinafter referred to as the “thatch shade structure” 1, that permits wind to pass through, advantageously preventing it from wind uplift damage, such as losing roofing material, being blown away or tipping over, while also withstanding gusty winds or turbulence.
Referring to
An exemplary, nonlimiting embodiment of the present disclosure provides a thatch shade structure 1, as shown in
The post 10 preferably has a cylindrical profile having a consistent diameter from top to bottom, and may be inserted into a base (not shown) or into the ground in an upright position. The post 10 has a top end, bottom end, and a peripheral wall. It is anticipated that the post 10 may be in a variety of configurations, such as a square post, a tapered post, an octagonal post, or other geometric configurations of post.
Referring to
With continuing reference to
Referring to
The plurality of longitudinal rods 40 are detachably connected to one another at their corresponding ends forming an arrangement. In the non-limiting exemplary embodiment, as depicted in
Referring back to
Typically, the wind above the thatch shade structure 1 moves faster than the wind below the thatch shade structure 1, which causes the pressure above the thatch shade structure 1 to be less than the pressure below the thatch shade structure 1, according to the Bernoulli effect. Therefore, the pressure difference may cause air underneath the thatch shade structure 1 to flow upwards, potentially damaging or carrying away the thatch shade structure 1. An advantage of the pivot connector 41 being rotatably connected to the longitudinal rods 33 is that when the wind flows upwards, the plurality of thatch shingles 50 modulate and create spaces between adjacent thatch shingles 40 of the plurality of thatch shingles 40, which allows the wind to pass through these created spaces and reduce wind uplift pressure. Consequently, the resilience of the thatch shade structure 1 to strong winds is increased. Further, another advantage is that the thatch shingles 50 of the plurality of thatch shingles 50 are easily detachable from the pivot connector 51. In circumstances where some thatch shingles 50 are damaged and need to be replaced, the exemplary user may effortlessly disassemble the longitudinal rods 40, slide the damaged thatch shingles 50 out, and slide another new thatch shingles 50 onto the longitudinal rods 40.
While the exemplary embodiment of the present disclosure has been disclosed, certain modifications may be made by those skilled in the art to modify the disclosure without departing from the spirit of the disclosure.
This application claims the benefits of U.S. Provisional Application No. 63/548,373 filed Nov. 13, 2023, the disclosure of which is herein incorporated by reference.
| Number | Date | Country | |
|---|---|---|---|
| 63548373 | Nov 2023 | US |