STRUCTURAL SUPPORT AND ASSEMBLY OF STRUCTURAL SUPPORTS
20210388612 · 2021-12-16
Inventors
Cpc classification
E04C2/521
FIXED CONSTRUCTIONS
E04C2002/3477
FIXED CONSTRUCTIONS
E04B5/023
FIXED CONSTRUCTIONS
E04B1/6162
FIXED CONSTRUCTIONS
International classification
E04B5/02
FIXED CONSTRUCTIONS
E04B1/61
FIXED CONSTRUCTIONS
Abstract
A structural support includes a first side-wall, a second side-wall, a first planar wall, and a second planar wall. The structural support further includes internal walls that are disposed between the first side-wall and the second side wall, and extend from a first inner surface of the first planar wall to a second inner surface of the second planar wall. The first side-wall, the second side-wall, the first planar wall, and the second planar wall define connector components. The internal walls define a plurality of channels between the connector components.
Claims
1. A structural support comprising: a first side-wall; a second side-wall; a first planar wall; a second planar wall; internal walls disposed between the first side-wall and the second side wall, and extending from a first inner surface of the first planar wall to a second inner surface of the second planar wall, wherein the first side-wall, the second side-wall, the first planar wall, and the second planar wall define connector components; and wherein the internal walls define a plurality of channels between the connector components.
2. The structural support of claim 1, wherein each of the connector components is configured to receive more than one other type of connector component in a single interconnection.
3. The structural support of claim 2, wherein each of the connector components defines an aperture sub-component configured to fasten the structural support to at least one of the more than one other type of connector.
4. The structural support of claim 2, wherein the more than one other type of connector component includes: one connector component provided as an adaptor having a body that defines a plurality of apertures; and another connector component provided as a bolt sized to extend through the apertures of the body of the adaptor.
5. The structural support of claim 1, wherein the connector components includes: first connector components that extend along a longitude of the structural support from respective longitudinal ends of thereof; and second connector components that include slot sub-components defined by respective openings in the first and second side walls.
6. The structural support of claim 1, wherein the channels are configured to receive planar extensions for raising and moving the structural support to a predetermined location.
7. The structural support of claim 1, wherein the structural support is a first structural support, and wherein the connector components are configured to connect the first structural support to a second structural support at one of the first side wall and the second side wall.
8. The structural support of claim 7, wherein the connector components are configured to connect the first structural support to a third structural support at one of a first longitudinal end and a second longitudinal end of the first structural support.
9. An assembly suitable for supporting a building, the assembly comprising: structural supports interconnected in a configuration corresponding to footprint of the building, each structural supporting including: a first side-wall, a second side-wall, a first planar wall, and a second planar wall (together “first and second walls”), the first and second walls defining first and second connector components; and internal walls disposed between the first side-wall and the second side wall, and extending from a first inner surface of the first planar wall to a second inner surface of the second planar wall, the internal walls defining a plurality of channels between the connector components; third connector components configured to be received by the first and second connector components; and fourth connector component configured to be received by the third connector components and be secured to aperture sub-components of the first and second connector components.
10. The assembly of claim 9, wherein the channels are configured to receive planar extensions for raising and moving the assembly to a predetermined location.
11. The assembly of claim 9, wherein each of the first and second connector components is configured to receive at least one third connector component and at least one fourth connector component.
12. The assembly of claim 9, wherein each of the first and second connector components define an aperture sub-component configured to fasten a respective structural support to at least one third connector component and at least one fourth connector component.
13. The assembly of claim 9, wherein at least one of the third connector components includes an adaptor having a body, and wherein the body defines at least one aperture.
14. The assembly of claim 14, wherein at least one of the fourth connector components includes a bolt sized to extend through the at least one aperture.
15. The assembly of claim 9, wherein at least one of the first connector components extends along a longitude of respective structural support from respective longitudinal ends of thereof.
16. The assembly of claim 15, wherein at least one of the second connector components includes slot sub-components defined by openings in respective first and second side walls of the respective structural support.
17. A method of assembling a foundation assembly, the method comprising: providing a first structural support; providing a second structural support; positioning a third connector component within a first connector slot sub-component of a first connector component of the first structural support; aligning a first third connector aperture with: a first aperture sub-component defined by a first planar wall of the first structural support, and a second aperture sub-component defined by a second planar wall of the first structural support; positioning a fourth connector component through the first aperture sub-component and the third connector aperture and securing the fourth connector component to a wall that defines the second aperture sub-component; and positioning the third connector component within a first connector slot sub-component of a first connector component of the second structural support.
18. The method of claim 17, further comprising: aligning a second third connector aperture with: a first aperture sub-component defined by a first planar wall of the second structural support, and a second aperture sub-component defined by a second planar wall of the second structural support; and positioning a fourth connector component through the first aperture sub-component and the third connector aperture and securing the fourth connector component to a wall that defines the second aperture sub-component.
19. The method of claim 18, further comprising: positioning another third connector component within a second connector slot sub-component of a second connector component of the first structural support; aligning another first third connector aperture with another first aperture sub-component defined by the first planar wall, and another second aperture sub-component defined by the second planar wall of the first structural support; and positioning another fourth connector component through the other first aperture sub-component and the other third connector aperture and securing the other fourth connector another second aperture sub-component.
20. The method of claim 19, further comprising positioning the other third connector component within a second connector slot sub-component of a second connector component of a third structural support.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
[0012]
[0013]
[0014]
[0015]
[0016]
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[0021]
DESCRIPTION OF THE EXAMPLES
[0022] Reference will now be made in detail to the present examples, including examples illustrated in the accompanying drawings. Wherever possible, the same reference numbers will be used throughout the drawings to refer to the same or like parts.
[0023]
[0024]
[0025]
[0026] The partitioned wall 332 illustrated in
[0027] With the third connector components 480 secured to the structural support 300 illustrated in
[0028]
[0029] As shown in
[0030]
[0031] As illustrated in
[0032] With third connector components 480 secured to first connector components 560 at the proximal end 302, the structural support 300 can be attached to another structural support along said proximal end 302. This other structural support may receive, in respective first connector slot sub-components 564, portions of third connector components 480 extending from/through the proximal end 302 of the structural support 300. With additional fourth connector components 309, these third connector components 480, and thus the structural support 300, may be secured to first connector components 560 of the other structural support.
[0033]
[0034] Each first channel 335A may defined by respective side and partitioned walls 340, 332. Further, each first channel 335A may include first connector components 560 and a portion of each second connector component 370 (i.e., one pair of first and second aperture sub-components 372A, 372B) defined by a respective group of side, partitioned, and internal walls 340, 332, 330. Each second channel 335B may be defined by respective partitioned and internal walls 332, 330. Further, each second channel 335B may include a portion of each second connector component 370 (i.e., one pair of first and second aperture sub-components 372A, 372B) defined by a respective group of side, partitioned, and internal walls 340, 332, 330.
[0035] Any of third channels 635 may be used to house pre-wiring and pre-tubing for electrical, plumbing, and mechanical systems. In addition, depending on a size (e.g., length) of third connector components 480 used, the second channels 335B may also be utilized to house pre-wiring and pre-tubing. As a result, the structural supports 300 can provide segments of a foundation that are pre-wired or pre-tubed, and make overall construction of a non-permanent building, including various electrical, mechanical, and data focused systems quicker, easier, and more efficient.
[0036]
[0037] In another example, structural supports 710 may be designed with anchoring systems rated for any wind speed requirement for a pre-engineered building, such as a non-permanent metal building. As assembled into a foundation, the anchoring systems provided on the individual structural supports 710 may be strategically used to allow the foundation to be anchored into the ground to a level of security that would be required for any weather condition.
[0038]
[0039] The structural supports illustrated in
[0040] Further, structural supports described herein may be both produced individually or pre-assembled in sections of multiple supports, and transported to jobsites with only minimal lead times. A builder may order and receive delivery of a specified number of structural supports for a construction project within a relatively small window of time. More importantly, the builder may time delivery so that window of time is overlapped by short-term rental period for equipment that may be used to move the structural supports around a construction site, such as forklifts. Normally, these types of equipment are being used, but not optimally utilized (e.g., have periods of downtime), during their respective short-term rental periods for other tasks at the beginning of a project when a foundation is normally installed.
[0041]
[0042] In terms of installing a foundation such as the foundation assembly 900, or other foundation assemblies described herein—change orders or other situations that arise during certain types of projects, for example design-build projects, may require some level of ad-hoc provisioning of material, equipment, and labor that is costly and may derail and overall project schedule. However, in coupling transportability with short lead times for fabrication, the structural supports may be delivered in a matter of weeks. Further, once delivered, they may be erected in a day with little effort and labor. Thus, the structural supports of the present disclosure may enable builders and project managers to address unforeseen issues during early build out stages without losing labor man hours or getting significantly off-schedule.
[0043] Other features of, or provided by, the structural supports according to the present disclosure include their being considered, under certain building and other regulatory codes, a “mobile building” or a tool, and thus, obviating the need for storm water retention that may be required for code compliance in some areas. Using forklifts and channels defined by the supports, a non-permanent building, for example a metal building, may be moved in its entirety, and places in another location where it is needed. The supports provide for a portability of entire non-permanent building, with little labor, effort, and minimal coordination. Such metal buildings become more of an option to customers wanting a port-able building that may be reused in different locations.
[0044] Other examples of the disclosure will be apparent to those skilled in the art from consideration of the specification and practice of the examples disclosed herein. Though some of the described methods have been presented as a series of steps, it should be appreciated that one or more steps may occur simultaneously, in an overlapping fashion, or in a different order. The order of steps presented are only illustrative of the possibilities and those steps may be executed or performed in any suitable fashion. Moreover, the various features of the examples described here are not mutually exclusive. Rather any feature of any example described herein may be incorporated into any other suitable example. It is intended that the specification and examples be considered as exemplary only, with a true scope and spirit of the disclosure being indicated by the following claims.