Patent Application
20220333397
A column of a structure is generally attached to foundations through a base connection. The column and the base connection are designed to resist forces that may arise from wind or earthquake loading. The structure including the column and the base connection may be configured to resist severe earthquake loads by relying on ductility to prevent catastrophic failure of the structure. For example, parts of the structure may be configured to yield in a controlled manner to accommodate the large swaying associated with severe earthquake shaking. In some structures, the column is configured to yield at or near the base connection to accommodate the large swaying.
It is difficult to repair a yielded column thus making the structure impractical to repair after the column has yielded. In other words, the structure that relies on the column yielding may result in a structure that is safe for severe earthquakes (i.e., the building will not collapse) but are not resilient (i.e., the structure may have to be demolished after the earthquake because the yielded column is difficult to repair).
Embodiments are directed to base connections, structures including base connections, kits for forming the base connections and/or structures, and method of repairing yielded base connections. In an embodiment, a base connection is disclosed. The base connection includes a base plate including a top surface and a bottom surface opposite the top surface. The top surface is configured to be adjacent to a terminal end of a column and the bottom surface adjacent to a foundation. The base connection also includes one or more anchor rods attached to the base plate. The one or more anchor rods are configured to secure the base plate to the foundation. The base connection also includes at least one structural fuse configured to be attached to the column and attached to the base plate. The at least one structural fuse includes a plate with at least one cutout formed therein. The at least one cutout is configured to form one or more yield regions extending therefrom that are configured to preferentially yield relative to other regions of the plate.
In an embodiment, a structure is disclosed. The structure includes a column, a foundation, and a base connection. The base connection includes a base plate including a top surface and a bottom surface opposite the top surface. The top surface adjacent to a terminal end of a column and the bottom surface adjacent to a foundation. The base connection also includes one or more anchor rods attached to the base plate. The one or more anchor rods securing the base plate to the foundation. The base connection also includes at least one structural fuse attached to the column and the base plate. The at least one structural fuse including a plate with at least one cutout formed therein. The at least one cutout is configured to form one or more yield regions extending therefrom that are configured to preferentially yield relative to other regions of the plate.
In an embodiment, a kit is disclosed. The kit includes a base plate including a top surface and a bottom surface opposite the top surface, the top surface configured to be adjacent to a terminal end of a column and the bottom surface configured to be adjacent to a foundation. The kit further includes at least one structural fuse configured to be attached to the column and the base plate. The at least one structural fuse includes a plate with at least one cutout formed therein. The at least one cutout is configured to form one or more yield regions extend therefrom that are configured to preferentially yield relative to other regions of the plate.
In an embodiment, a method of repairing a yielded structural fuse is disclosed. The method includes detaching the yielded structural fuse from a column and a base plate. The base connection include the base plate including a top surface and a bottom surface opposite the top surface. The top surface adjacent to a terminal end of the column and the bottom surface adjacent to a foundation. The base connection also includes one or more anchor rods attached to the base plate. The one or more anchor rods secure the base plate to the foundation. The base connection further includes at least one structural fuse including a plate with at least one cutout formed therein. The at least one cutout configured to form one or more yield regions extend therefrom that are configured to preferentially yield relative to other regions of the plate. The at least one structural fuse includes the yielded structural fuse. The method also includes attaching a new structural fuse to the column and the base plate. The new structural fuse includes a new plate with at least one new cutout formed therein. The at least one new cutout is configured to form one or more new yield regions extending therefrom that are configured to preferentially yield relative to other regions of the plate.
Features from any of the disclosed embodiments may be used in combination with one another, without limitation. In addition, other features and advantages of the present disclosure will become apparent to those of ordinary skill in the art through consideration of the following detailed description and the accompanying drawings.
The drawings illustrate several embodiments of the present disclosure, wherein identical reference numerals refer to identical or similar elements or features in different views or embodiments shown in the drawings.
Embodiments are directed to base connections, structures including base connections, kits for forming the base connections and/or structures, and methods of repairing yielded base connections. An example base connection includes a base plate including a top surface and a bottom surface opposite the top surface. During use, the top surface of the base plate may be adjacent to a terminal end of a column and the bottom surface may be positioned adjacent to a foundation. The base plate further includes one or more anchor rods that are attached to the base plate and secure the base plate to the foundation. The base connection also includes at least one structural fuse that, during use, connects the column to the base plate. The structural fuse includes a plate with at least one cutout formed therein. The cutout is configured to form one or more yield regions extending therefrom.
The structural fuses disclosed herein are configured to preferentially absorb and dissipate energy from a load by preferentially yielding. As used herein, “yield,” “yielding,” and “yielded” may refer to failing, fracturing, plastically deforming, damaging or otherwise yielding an element (e.g., structural fuse) in a manner that may or may not require the replacement of the element after failure. Examples of loads that may cause yielding of the structural fuses include loads caused by a seismic event or wind. The structural fuses may absorb and dissipate some of the energy of loads applied to the structure that includes the base connection which may prevent or avoid yielding of the column that may otherwise result from the load. As such, the structural fuses disclosed herein may move yielding from the column to the structural fuses.
The base connection that includes the structural fuse is an improvement over a base connection that does not include the structural fuse (i.e., a base connection that includes a base plate and anchor rods). Several examples of base connections that do not include structural fuses are provided. In an example, the base connection that does not include the structural fuse may include a column welded to the base plate. In such an example, the base plate, the anchor rods, and the foundation are configured to be stronger than the column. That way, the column will yield rather than yielding the base plate, the anchor rods, or the foundation. When the column is relatively strong, a very thick base plate, numerous heavy anchor rods, and a substantial foundation are required in order to ensure that the base plate, anchor rods, and foundation are stronger than the column which may significantly increase project budgets. Regardless, the yielded column is difficult to remove and replace thereby making repairing the structure difficult or impractical after the column yields. In an example, the base connection that does not include the structural fuse may include a column welded to the base plate. In such an example, the base plate and/or the anchor rods of the base connection may be configured to yield instead of the column. However, similar to yielding the column, the base plate and the anchor rods may be difficult or impractical to repair after yielding since such repairs may require lifting the column off the base plate or removing portions of the foundation. In an example, the base connection that does not include the structural fuse may include one or more angles that attach the column to the base plate. The angles may be configured to yield. The yielded angle may be more easily repaired than if the column, the base plate, or the anchor rods yielded. However, attaching the column to the base plate using the angles results in a structure that is not stiff and is only partially restrained. In an example, the base connection that does not include the structural fuse may include at least one flange plate with slotted holes that attach the column to the base plate. In such an example, the flange plate may be bolted to the column and the bolts may slip in the slotted holes to accommodate the column swaying. In other words, the base connection relies on friction to dissipate energy. The flange plate with the slotted holes may prevent yielding of the base connection and the column thereby preventing the need to repair the base plate and the column. However, the flange plate with the slotted holes may have unreliable post-slip stiffness, poor strength, unpredictable bolt slip resistance, and the force required to cause the bolts to slip may change over time.
As previously discussed, the base connections that include a structural fuse are an improvement over base connections that do not include the structural fuse. For example, the structural fuses disclosed herein are configured to yield when a sufficiently large load is applied to the structure that includes the base connection. Yielding the structural fuse may prevent yielding of the base plate, the anchor rods, and the column. Unlike yielding the column, the base plate, and the anchor rods, repairing the yielded structural fuse may be relatively simple thereby causing such as structure that includes the structural fuse to be resilient (i.e., the structure does not need to be demolished after the structural fuse yields). Configuring the structural fuse to preferentially yield prevents the need to use very thick base plates, numerous heavy anchor rods, and substantial foundations, even when the base connection is attached to a relatively strong column. Further, the structural fuse may allow the stiffness of the connection between base connection and the column to qualify as a fully-restrained connection. The fully-restrained connection allows lighter beams and columns to be used in the structure than if the connection between the base connection and the column was a partially-restrained connection while maintaining the required overall stiffness. Finally, the expected load that causes the structural fuses to yield may be easier to predict than the expected load that causes the bolts to slip in the slotted holes of the flange plate. In particular, the load that causes the structural fuse to yield may be reliably predicted and will not change over time. Thus, the base connections including at least one structural fuse is an improvement over base connections that do not include a structural fuse.
In an embodiment, the column 102 includes an I-beam. In such an embodiment, the column 102 includes two flanges 116 with a web 118 extending between the two flanges 116. The structural fuse 112 may be attached (e.g., bolted, riveted, welded, etc.) to one or both of the two flanges 116. In an embodiment, the column 102 may include a structural beam other than an I-beam, such as a T-beam, an angle, a hollowed sectioned structural beam, or any other suitable structural beam.
The base plate 108 includes a top surface 124 and a bottom surface 126 opposite the top surface 124. The top surface 124 of the base plate 108 is configured to be adjacent to (e.g., directly contact) a terminal end 128 of the column 102. Generally, the top surface 124 extends outwardly from all of the outer edges of the terminal end 128 of the column 102. In other words, the base plate 108 is wider than the column 102. Extending the top surface 124 outwardly from all of the outer edges of the terminal end 128 of the column 102 better distributes the weight of the column 102 and the rest of the structure 100 attached to the column 102 (not shown) across the base plate 108. Further, extending the top surface 124 outwardly from all of the outer edges of the terminal end 128 of the column 102 provides portions of the base plate 108 in which anchor holes 130 may be formed. The bottom surface 126 is configured to be adjacent to the outer surface 132 of the foundation 106.
The base plate 108 may exhibit any suitable shape. In an example, the base plate 108 may exhibit a generally square, a generally rectangular, a generally circular, or a generally oval shape. In some examples, the base plate 108 may not include at least one cutout formed therein that weakens a portion of the base plate 108, similar to the cutout 140 of the structural fuse 112, since such a cutout formed in the base plate 108 may increase the likelihood that the base plate 108 yields. As previously discussed, repairing a yielded base plate 108 may be difficult or impractical.
As previously discussed, the anchoring rods 110 are configured to secure the base plate 108 to the foundation 106. In an embodiment, as illustrated, the anchoring rods 110 are configured to extend through the anchor holes 130 formed in the base plate 108 and disposed in the foundation 106 (e.g., the foundation 106 is formed around the anchor rods 110). The anchor rods 110 may include one or more threads formed thereon. The threads allow one or more nuts 134 to be secured to the anchor rods 110. In an example, at least one of the nuts 134 may be disposed outside of the foundation 106. In such an example, the nut 134 may exhibit a lateral dimension (e.g., diameter) that is greater than the lateral dimension of the anchor holes 130. As such, the nuts 134 may be disposed on the anchor rods 110 after the anchor rods 110 are disposed through the anchor holes 130 thereby securing the base plate 108 to the anchor rods 110. In an example, at least one of the nuts 134 are disposed in the foundation 106 which may better inhibit pullout of the anchor rods 110 from the foundation 106 than if the anchor rods 110 did not include the nuts 134 disposed in the foundation 106.
The base connection 104 may include any suitable number of anchor rods 110. For example, in the illustrated embodiment, the base connection 104 may include 6 anchor rods 110. However, the base connection 104 may include more than 6 anchor rods 110 (e.g., 7, 8, 9, 10, 11, 12, or more than 12) or fewer than 6 anchor rods 110 (e.g., 1, 2, 3, 4, or 5). As previously discussed, configuring the structural fuse 112 to preferentially yield allows the base connection 104 to include fewer anchor rods 110 than if a similar base connection was used that did not include the structural fuse 112, all other conditions the same, since the presence of the structural fuse 112 does not require the anchor rods 110 to be configured to resist yielding (e.g., the anchor rods 110, collectively, do not need to be stronger than the column 102, the base plate 108, etc.). The fewer anchor rods 110 makes forming the base connection 104 easier and cheaper.
The structural fuse 112 is configured to be attached to the column 102 and the base plate 108. As such, as best shown in
In an embodiment, the structural fuse 112 directly contacts the column 102. Directly contacting the structural fuse 112 to the column 102 may allow a spacer to be omitted from the base connection 104 that would otherwise need to be positioned between the structural fuse 112 and the column 102. Omitting the spacer decreases the complexity and cost of attaching the base connection 104 to the column 102. Omitting the spacer may also increase the stiffness of the connection between the column 102 and the base connection 104 (e.g., between the column 102 and the structural fuse 112). In other words, omitting the space may make the connection between the column 102 and the base connection 104 more fully restrained. In an embodiment, the structure 100 includes at least one spacer (not shown) between the structural fuse 112 and the column 102.
The structural fuse 112 includes at least one plate 139. The structural fuse 112 includes at least one cutout 140 formed in the plate 139. The cutout 140 is configured to weaken the plate 139 such that the plate 139 yields in selected regions of the plate 139. For example, the cutout 140 is configured such that the plate 139 yields in one or more yield regions 142 (illustrated in
In an embodiment, the cutout 140 may include an opening formed in the plate 139 that extends through the plate 139. The cutout 140 does not attach the structural fuse 112 to the column 102 or the flange plate 114. When the cutout 140 extends through the plate 139, the cutout 140 is distinguishable from the bolt holes 122 that are configured to receive the bolts 120 or rivets by the size of the cutout 140. In an example, the cutout 140 exhibits a maximum length or area that is significantly larger (e.g., at least 2 times larger, at least 5 times larger, or at least 10 times larger) than the bolt holes 122 and the maximum length may be about 1.5 cm or greater (e.g., about 2 cm or greater, about 3 cm or greater, about 4 cm or greater, about 5 cm or greater, about 7.5 cm or greater, or 10 cm or greater). The cutout 140 may be significantly larger than the bolt holes 122 since the cutout 140 is configured to selectively weaken the plate 139 whereas the bolt holes 122 are configured to have a negligible effect on the strength of the plate 139. In an example, the cutout 140 may be distinguishable from the bolt holes 122 because the cutout 140 exhibits a non-circular shape (e.g., elongated or square shape) while the bolt holes 122 are circular. In an embodiment, the cutout 140 may include a selectively thinned region of the plate 139.
The cutout 140 may extend inwardly from an edge 144 of the plate 139 or may be completely surrounded from the plate 139. In an example, the at least one cutout 140 may include a single cutout 140 that is completely surrounded by the plate 139. In an example, the at least one cutout 140 includes a single cutout 140 that extends inwardly from one edge 144 of the plate 139. In an example, the at least one cutout 140 includes a plurality of cutouts 140. In such an example, the plurality of cutouts 140 may extend inwardly from at least one edge 144 of the plate 139, be completely surrounded by the plate 139, or both (e.g., at least one cutout 140 extends inwardly from the edge 144 while at least one other cutout 140 is surrounded by the plate 139).
The cutout 140 may exhibit any suitable shape. Generally, the shape of the cutout 140 exhibits a generally rounded shape, such as circular or oblong shape, to prevent stress concentrators which may cause the structural fuse 112 to fail or plastically deform at unsatisfactory low loads. However, the cutout 140 may exhibit a non-rounded shape, such as a rectangular or square shape. The stress concentrators (e.g., corners) of such non-rounded shapes may allow for more control over which portions of the plate 139 are the yield regions 142. In an example, the cutout 140 may exhibit a longitudinally extending shape, such as an oblong, ellipsoid, or rectangular shape. The longitudinally extending shape may weaken region of the plate 139 that are aligned with the longitudinal axis of the longitudinally extending shape of the cutout 140 thereby allowing for more control of which portions of the plate 139 are the yield region 142. That is, the yield regions 142 are the portions of the plate 139 that are aligned with the longitudinal axis of the cutout 140.
As previously discussed, the at least one cutout 140 may include a plurality of cutouts 140. In an embodiment, at least some of the plurality of cutouts 140 may be arranged on the plate 139 in at least one generally straight line. Arranging the plurality of cutouts 140 in a generally straight line causes the yield region 142 to be aligned and positioned on the generally straight line. As such, arranging the plurality of cutouts 140 in a generally straight line may allow for better control of which portions of the plate 139 that are yield region 142. However, as illustrated in
As previously discussed, the plate 139 includes at least one yield region 142. The yield region 142 are portions of the plate 139 that are weakened by the cutout 140 such that the yield region 142 preferentially yield when a load is applied to the plate 139. In an example, the at least one cutout 140 includes a plurality of cutouts 140 and the yield region 142 is between adjacent ones of the cutouts 140. In such an example, the yield region 142 is between the adjacent cutouts 140 because the adjacent cutouts 140 weaken a portion of the plate 139 between the cutouts 140. For instance, the yield region 142 is between the cutout 140 and the edge 144 of the plate 139 nearest the cutout 140.
The direction that the yield region 142 extends from the cutout 140 effects which load applied to the structural fuse causes the yield region 142 to yield. For example, only loads that are generally parallel to the direction that the yield region 142 extends from the cutout 140 may cause the yield region 142 to yield. When a load is applied to the structural fuse 112 that is obliquely angled relative to the yield region 142, the obliquely angled load may be broken into a first load component that is generally parallel to the direction that the yield region 142 extends from the cutout 140 and a second load component that is perpendicular to the first load. The first load component may cause the yield region 142 to yield while the second load component is unlikely to cause the yield region 142 to yield.
The strength of the structural fuse 112 (e.g., the load that the structural fuse 112 may withstand without yielding) may be adjusted by controlling the thickness of the plate 139, the spacing d between adjacent cutouts 140, the length L of the cutouts 140 that is the maximum lateral dimension of the cutouts 140, and the width W of the cutouts 140 measure perpendicularly to the length L. Generally, increasing the thickness, increasing the spacing d, decreasing the length L, and decreasing the width W increase the strength of the structural fuse 112, and vice versa. In an example, the thickness of the plate 139 may be selected to be about 0.25 cm or greater, about 0.5 cm or greater, about 0.75 cm or greater, about 1 cm or greater, about 1.25 cm or greater, about 1.5 cm or greater, about 2 cm or greater, about 2.5 cm or greater, about 3 cm or greater, about 4 cm or greater, about 5 cm or greater, about 6 cm or greater, about 7 cm or greater, about 8 cm or greater, or in ranges of about 0.25 cm to about 0.75 cm, about 0.5 cm to about 1 cm, about 0.75 cm to about 1.25 cm, about 1 cm to about 1.5 cm, about 1.25 cm to about 2 cm, about 1.5 cm to about 2.5 cm, about 2 cm to about 3 cm, about 2.5 cm to about 4 cm, about 3 cm to about 5 cm, about 4 cm to about 6 cm, about 5 cm to about 7 cm, or about 6 cm to about 8 cm. In an example, the spacing d may be selected to about 2 cm or greater, about 3 cm or greater, about 4 cm or greater, about 5 cm or greater, about 6 cm or greater, about 7 cm or greater, about 8 cm or greater, about 10 cm or greater, about 12.5 cm or greater, about 15 cm or greater, about 20 cm or greater, about 25 cm or greater, or in ranges of about 2 cm to about 4 cm, about 3 cm to about 5 cm, about 4 cm to about 6 cm, about 5 cm to about 7 cm, about 6 cm to about 8 cm, about 7 cm to about 10 cm, about 8 cm to about 12.5 cm, about 10 cm to about 15 cm, about 12.5 cm to about 20 cm, or about 15 cm to about 25 cm. In an example, the width W of the cutouts 140 may be selected to be about 1 cm or greater, about 1.5 cm or greater, about 2 cm or greater, about 2.5 cm or greater, about 3 cm or greater, about 4 cm or greater, about 5 cm or greater, about 6 cm or greater, about 7.5 cm or greater, about 10 cm or greater, about 12.5 cm or greater, about 15 cm or greater, about 20 cm or greater, about 25 cm or greater, or in ranges of about 1 cm to about 2 cm, about 1.5 cm to about 2.5 cm, about 2 cm to about 3 cm, about 2.5 cm to about 4 cm, about 3 cm to about 5 cm, about 4 cm to about 6 cm, about 5 cm to about 7.5 cm, about 6 cm to about 10 cm, about 7.5 cm to about 12.5 cm, about 10 cm to about 15 cm, about 12.5 m to about 20 cm, or about 15 cm to about 25 cm.
Referring back to
The flange plate 114 is configured to be attached to or integrally formed with the base plate 108. The flange plate 114 is also configured to be attached to the structural fuse 112. The flange plate 114 may be attached to the base plate 108 and the structural fuse 112 using any suitable technique. In an example, as illustrated, the flange plate 114 is configured to be attached to the base plate 108 via welding which may make the base connection 104 more stiff. However, it is noted that the flange plate 114 may be attached to the base plate 108 using bolts or rivets (e.g., the flange plate 114 is an angle) or any other suitable techniques. In an example, as illustrated, the flange plate 114 may be attached to the structural fuse 112 using one or more bolts 120 or rivets. In such an example, the flange plate 114 may define one or more bolt holes 122 that correspond to one or more of the bolt holes 122 formed in the structural fuse 112 (e.g., the bolts holes 122 of the second connection portion 138). Connecting the flange plate 114 to the structural fuse 112 with bolts 120 or rivets may facilitate removal of the structural fuse 112 from the base connection 104 when the structural fuse 112 yields. However, it is noted that that the flange plate 114 may be welded or otherwise attached to the structural fuse 112. In an embodiment, the flange plate 114 may be omitted from the base connection 104 when, for example, the structural fuse 112 is directly attached to the base plate 108.
The flange plate 114 may define an opening 146. The opening 146 may extend from an edge 148 of the flange plate 114. The flange plate 114 may exhibit a generally U-like shape when the opening 146 extends inwardly from the edge 148. Alternatively, the flange plate 114 may completely enclose the opening 146. The opening 146 of the flange plate 114 may be configured such that the first connection region 136 of the structural fuse 112 is not covered by the flange plate 114. As such, the opening 146 may allow access to the first connection region 136 when the structural fuse 112 is attached to the flange plate 114 and allow the structural fuse 112 to be attached or detached from the column 102. The opening 146 may also allow the structural fuse 112 to be attached to the column 102 with bolts 120 or other attachment mechanisms that would protrude outwardly from the structural fuse 112 without needing to form a recess in the flange plate 114 to accommodate such attachment mechanisms. In an embodiment, the flange plate 114 may define at least one recess that is configured to accommodate bolts 120, rivets, or another attachment mechanism that extend outwardly from the structural fuse 112 instead of the opening 146.
In an embodiment, the connection between the column 102 and the base connection 104 is sufficiently stiff to qualify as fully restrained connection. The fully restrained connection may allow for smaller columns to be attached to the base connection 104 than if the connection between the column 102 and the base connection 104 was only a partially restrained connection. In an embodiment, the connection between the column 102 and the base connection 104 is only a partially restrained connection.
In an embodiment, as previously discussed, a spacer (e.g., plate) between the column 102 and the structural fuse 112 may be omitted from the structure 100. Such a spacer may be omitted since the structural fuses disclosed herein are unlikely to buckle when in compression. Further, the spacer may be omitted since the structural fuse 112 directly contact the column 102 which makes the connection between the column 102 and the structural fuse 112 more stiff. In an embodiment, a cover plate that covers all or substantially all of the structural fuse 112 and is distinct from the flange plate 114 may be omitted from the structure 100. The cover plate may be omitted because the structural fuses disclosed herein are unlikely to buckle when compressed and the cover plate may interfere with the flange plate 114. In an embodiment, one or more post-tensioned bars may be omitted from the structure 100 since such post-tensioned bars are not necessary. In an embodiment, flange plates with slotted holes may be omitted from the structure 100 since the structural fuse 112 is configured to yield thereby absorbing and dissipating energy without needing bolt slips.
In an embodiment, the base connection 104 may include at least one shear tab 150 that is configured to connect the base plate 108 to the web 118 of the column 102. The shear tab 150 is distinct from the structural fuse 112 and the flange plate 114.
As previously discussed, the structural fuse 112 is configured to yield when a sufficiently large load is applied to the structure 100.
As illustrated in
After the structural fuse 112 yields, the structure 100 may be repaired.
After block 405, the method 400 may include block 410, which recites “attaching a new structural fuse to the column 102 and the base plate 108.” The new structural fuse may include any of the structural fuses disclosed herein. For example, the new structural fuse may be the same, substantially similar to, or different than the yielded structural fuse 112 before the yielded structural fuse 112 yielded. Attaching the new structural fuse to the column 102 and the base plate 108 may include at least one of bolting, riveting, welding, or otherwise attaching the new structural fuse to the column 102 and, either directly or indirectly via the flange plate 114, to the base plate 108. In an embodiment, the new structural fuse may be attached to the column 102 and the base plate 108 (e.g., indirectly via the flange plate 114) using the same method as the yielded structural fuse 112. In an embodiment, the new structural fuse may be attached to the column 102 and the base plate 108 using a method that is different than the yielded structural fuse 112.
The structural fuse illustrated in
As previously discussed, one or more portions of the structure 500 may be configured to yield to absorb and dissipate energy from the load L applied to the structure 500 to prevent catastrophic failure of the structure 500. Examples of portions of the structure 500 that are configured to yield are indicated with circles on
In an embodiment, at least a portion of the structures disclosed herein (e.g., the base connections disclosed herein) may be provided as a kit. The kit may include at least a portion of base connection. The base connection may include, for example, the base plate, one or more anchoring rods, and the structural fuse. The kit may also include one or more nuts for the anchor rods. The kit may further include at least one flange plate when the structural fuse is attached to the base plate using the flange plate. The flange plate may be provided as being attached (e.g., welded) to the base plate or separate from the base plate. The kit may also include the column to which the base connection is attached. The kit may be provided with one or more components thereof attached together and/or one or more components thereof not attached together. The components of the kit may be the same or substantially similar to any of the components (e.g., columns, base plates, anchor rods, structural fuses, flange plate, etc.) disclosed herein.
While various aspects and embodiments have been disclosed herein, other aspects and embodiments are contemplated. The various aspects and embodiments disclosed herein are for purposes of illustration and are not intended to be limiting.
Terms of degree (e.g., “about,” “substantially,” “generally,” etc.) indicate structurally or functionally insignificant variations. In an example, when the term of degree is included with a term indicating quantity, the term of degree is interpreted to mean±10%, ±5%, or +2% of the term indicating quantity. In an example, when the term of degree is used to modify a shape, the term of degree indicates that the shape being modified by the term of degree has the appearance of the disclosed shape. For instance, the term of degree may be used to indicate that the shape may have rounded corners instead of sharp corners, curved edges instead of straight edges, one or more protrusions extending therefrom, is oblong, is the same as the disclosed shape, etc.
| Number | Date | Country | |
|---|---|---|---|
| 63174663 | Apr 2021 | US |
