ADJUSTABLE AND REUSABLE ANCHORING SYSTEM

Description

CROSS REFERENCE

This application claims the benefit of U.S. Provisional Application No. 63/653,400 filed on May 30, 2024, which is incorporated by reference herein in its entirety.

TECHNICAL FIELD

The technical field generally relates to an anchoring system for positioning anchor bolts used on construction sites to erect or align structural components, and more specifically relates to a reusable anchoring system.

BACKGROUND

Metal rods, such as steel anchor rods, are typically embedded in wet concrete to create anchors, reinforcing the concrete and strengthening the structure constructed above the anchors. The anchor rods define reference points for construction sites and can form the link between the concrete and the steel of the constructed structure. Therefore, the location, position, and/or orientation of these anchor rods can have a serious impact on the construction process and the resulting completed structure.

Conventional anchoring tools can be quite expensive to acquire and are generally single-use tools, making the construction process, where many anchoring sites are required, even more expensive. Known issues of conventional anchoring tools include a lack of modularity, complexity in use, complex installation and modification/adaptation to various construction jobs/sites, among others. This can result in wasted, broken or ineffective materials, wasted man-power, construction errors due to inappropriately positioned anchoring systems, and wasted time.

There is thus a need for a technology that overcomes at least some of the drawbacks of what is known in the field.

SUMMARY

According to an aspect of the present disclosure, an anchoring template for positioning anchor bolts relative to each other and within a formwork for pouring concrete is provided. The anchoring template includes a rail assembly comprising a first set of rails extending in a first direction and a second set of rails extending in a second direction transverse to the first direction, such that the rail assembly defines a two-dimensional grid above the formwork; a plurality of bolt sockets, each bolt socket having a bolt housing connectable to at least one rail in the two-dimensional grid, each bolt housing having a hole defined therethrough for receiving an anchor bolt; supports configured to maintain the rail assembly and the plurality of bolt sockets elevated and/or spaced from a support structure to enable the anchor bolts to extend through the bolt sockets such that a portion of each anchor bolt extends below the rail assembly and the bolt sockets and into the formwork, and such that another portion of each anchor bolt extends above the rail assembly and the bolt sockets; and fasteners adapted to extend through the bolt sockets and the rails in order to secure each bolt socket in position relative to the rail assembly, thereby securing the anchor bolts in position in the two-dimensional grid and within the formwork as concrete is poured within the formwork to embed the anchor bolts therein.

According to a possible embodiment, the bolt sockets comprise intersection sockets slidably connectable to a pair of rails including a rail of the first set of rails and a rail of the second set of rails, each bolt housing of the intersection sockets being slidable along corresponding pairs of rails to enable adjusting a position of the corresponding intersection socket.

According to a possible embodiment, the bolt housing comprises one or more housing channels defined along the bolt housing and configured to receive respective rails of the rail assembly therein.

According to a possible embodiment, the bolt housing of the intersection sockets comprises a pair of housing channels extending across the bolt housing transversely relative to each other, thereby defining an intersection point.

According to a possible embodiment, the pair of housing channels enable the pair of rails to overlap one another when positioned in respective housing channels.

According to a possible embodiment, each rail comprises a slot defined through a thickness thereof, and wherein the slots are adapted to overlap each other and the intersection point to allow the fastener to extend therethrough for securing the bolt socket in position relative to the rails.

According to a possible embodiment, at least some of the rails include a centering hole defined at a center thereof, and wherein the bolt sockets comprise centering sockets securable to the centering hole of a corresponding rail in order to have a hole and anchor bolt positioned at the center of the rail.

According to a possible embodiment, the rails comprise graduated markers defined at regular intervals along their lengths, and wherein the bolt housings comprise positional indicators adapted to align with one of the graduated markers in order to have the bolt housing be in a known position relative to the rail.

According to a possible embodiment, the bolt housing is manually slidable along each rail of the pair of rails, and wherein the fastener is manually operable to secure the bolt socket and the pair of rails together.

According to a possible embodiment, the supports include a plurality of legs removably connectable to the rail assembly, each leg having a proximal end connectable to one rail of the rail assembly and a distal end adapted to engage the support structure.

According to a possible embodiment, the support structure corresponds to at least one of a ground surface, the formwork, steel profiles, steel supports and wooden supports.

According to a possible embodiment, the anchoring template further includes bolt adapters configured to engage the hole of the bolt housing, each bolt adapter having an inner diameter smaller than a diameter of the hole to enable connection of smaller anchor bolts to the bolt housing.

According to a possible embodiment, the hole of the bolt housing includes an inner protrusion, and wherein each bolt adapter includes an adapter head having a flange adapted to abut against a top surface of the bolt housing, and further includes adapter legs extending from the adapter head and adapted to engage the hole and hook onto the inner protrusion to connect the bolt adapter to the bolt housing.

According to a possible embodiment, the anchoring template further comprises surveying equipment configured to dynamically monitor the location of the components of the anchoring template before, during and after the concrete is poured within the formwork.

According to another aspect, an anchoring template for positioning anchor bolts used at a pouring site in concrete pouring operations is provided. The anchoring template includes a rail assembly comprising a plurality of rails intersecting one another to define a two-dimensional grid; an intersection bolt socket slidably connectable to at least two rails of the rail assembly to enable adjusting a position of the intersection bolt socket in the two-dimensional grid, the intersection bolt socket having a hole defined through a thickness thereof and configured to receive an anchor bolt therethrough; a centering bolt socket connectable to a given rail of the rail assembly in a center thereof, the centering bolt socket having a centering hole defined through a thickness thereof and configured to receive a centered anchor bolt therethrough; and fasteners adapted to extend through the intersection bolt socket, the centering bolt socket and respective rails to secure the intersection bolt socket, the centering bolt socket, the anchor bolt and the centered anchor bolt in position relative to the rail assembly during the concrete pouring operations.

According to a possible embodiment, the anchoring template further includes supports configured to stabilize and maintain the rail assembly, the intersection bolt socket and the centering bolt socket elevated and/or spaced from a support structure to enable the anchor bolt and the centered anchor bolt to extend through respective bolt sockets such that a portion of the anchor bolts extends below the rail assembly and the bolt sockets to be embedded in concrete.

According to a possible embodiment, the intersection bolt socket and the centering bolt socket are removably connectable to the anchor bolt and the centered anchor bolt, such that, following the concrete pouring operations at a first pouring site, the intersection bolt socket and the centering bolt socket can be disconnected from embedded anchor bolts to enable removal of the rail assembly, the intersection bolt socket, the centering bolt socket and the supports from the first pouring site, and wherein the rail assembly, the intersection bolt socket, the centering bolt socket and the supports are re-usable at a second pouring site.

According to a possible embodiment, the rail assembly, the intersection bolt socket, the centering bolt socket and the supports are manually connectable to one another, and wherein the fastener is manually operable to secure the intersection bolt socket, the centering bolt socket and the rails together.

According to a possible embodiment, the support structure corresponds to at least one of a ground surface, a formwork, steel profiles, steel supports and wooden supports.

According to a possible embodiment, the supports include support legs adapted to be secured to the support structure to prevent movement of the rail assembly, the intersection bolt socket and the centering bolt socket before, during and after the concrete is poured.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view of an anchoring template, according to a possible embodiment.

FIG. 2 is a top view of the anchoring template shown in FIG. 1, showing a rail assembly defining a 2-dimensional grid, according to an embodiment.

FIG. 3A is a perspective view of a rail of the rail assembly shown in FIG. 1, showing graduated markers defined along a length thereof, according to an embodiment.

FIG. 3B is an enlarged view of a portion of FIG. 3A, showing a slot and distal holes defined through a thickness of the rail, according to an embodiment.

FIG. 4 is an enlarged view of a portion of the anchoring template shown in FIG. 1, showing a pair of rails coupled to an intersection bolt socket, according to an embodiment.

FIG. 5 is a perspective view of the intersection bolt socket shown in FIG. 4, showing a hole for receiving an anchor bolt adjacent to a pair of housing channels intersecting one another, according to an embodiment.

FIG. 6 is a perspective view of a centering bolt socket secured to a center of a rail of the rail assembly, according to an embodiment.

FIG. 7 is an exploded view of the intersection bolt socket shown in FIG. 5, showing a bolt adapter adapted to engage the hole of the bolt housing, according to an embodiment.

FIG. 8 is an exploded view of the centering bolt socket shown in FIG. 6, showing a bolt adapter adapted to engage the hole of the bolt housing, according to an embodiment.

FIG. 9 is a cross-sectional view of the intersection bolt socket shown in FIG. 5, showing the bolt adapter hooked onto an inner protrusion within the hole, according to an embodiment.

FIG. 10 is a cross-sectional view of the centering bolt socket shown in FIG. 6, showing the bolt adapter hooked onto an inner protrusion within the hole, according to an embodiment.

FIG. 11 is a perspective exploded view of a rail of the rail assembly, showing a support leg removably connectable to a channel of the rail, according to an embodiment.

FIG. 12 is a front view of an end of the rail shown in FIG. 11, showing the support leg engaged within the channel and secured therein using a fastener, according to an embodiment.

FIG. 13 is a top perspective view of an alternate embodiment of the anchoring template, showing positioning targets coupled to components of the anchoring template.

FIG. 14 is a perspective view of an alternate embodiment of the anchoring template.

FIG. 15 is a perspective view of a rail of the anchoring template shown in FIG. 14, showing a U-shaped body of the rail, according to an embodiment.

FIG. 16 is a perspective view of a bolt socket of the anchoring template shown in FIG. 14, showing a bolt housing and a rail-engaging member connected together, according to an embodiment.

FIG. 17 is a top elevation view of the bolt socket shown in FIG. 16, showing a coupling member extending between the bolt housing and the rail-engaging member, according to an embodiment.

FIG. 18 is a side elevation view of the bolt socket shown in FIG. 16, showing the bolt housing and the rail-engaging member extending substantially parallel to one another, according to an embodiment.

FIG. 19 is a perspective view of the anchoring template shown in FIG. 14 with additional rails and bolt sockets, with anchor bolts connected to respective bolt sockets, according to an embodiment.

FIG. 20 is a perspective view of a centering socket of the anchoring template, showing a substantially flat alignment plate and perpendicular rail-engaging member portions, according to an alternate embodiment.

FIG. 21 is a top elevation view of the centering socket shown in FIG. 20, showing the rail-engaging member portions being parallel to respective sides of the alignment plate, according to an embodiment.

FIG. 22 is a side elevation view of the centering socket shown in FIG. 20, showing the alignment plate connected between the rail-engaging member portions, according to an embodiment.

FIG. 23 is a perspective view of an anchoring template with centering rails secured to a formwork, and a centering socket, additional rails and bolt sockets connected to the centering rails, according to an embodiment.

FIG. 24 is a perspective view of the anchoring template shown in FIG. 23, showing anchor bolts extending through respective bolt sockets and concrete poured into the formwork, according to an embodiment.

FIGS. 25 and 26 are perspective views of detections means operable to detect the positioning targets, showing a static detection system (FIG. 25) and a mobile detection system (FIG. 26), according to possible embodiments.

FIG. 27 is a flowchart of a method for implementing the anchoring template, in accordance with an embodiment.

FIGS. 28 to 31 are alternative embodiments of the anchoring template.

FIGS. 32A to 32E are perspective views of alternate embodiments of the bolt sockets.

FIG. 33 is a top view of an anchoring template according to an alternate embodiment, showing bolt sockets coupled around an outer perimeter of the rail assembly.

FIG. 34 is a top view of the anchoring template shown in FIG. 33, showing bolt sockets coupled around an inner perimeter of the rail assembly, according to an embodiment.

FIG. 35 is a top view of an anchoring template according to an alternate embodiment, showing the rail assembly in an extended configuration with bolt sockets on both sides of the rail assembly.

FIG. 36 is a top view of the anchoring template shown in FIG. 35, showing the rail assembly in a retracted configuration with bolt sockets on both sides of the rail assembly.

FIGS. 37 to 44 are schematic representations of the anchoring template connected to different support structures, according to possible embodiments.

DETAILED DESCRIPTION

As will be explained below in relation to various embodiments, the present disclosure describes apparatuses, systems and methods for the construction of buildings, and more particularly to the construction and/or erection of structural components of a building, such as columns or beams, among others. More specifically, the systems and methods described herein are for positioning anchor rods in a simpler, safer, easier, faster, more accurate, more effective, more functional, more reliable and/or more versatile manner than what is possible with other conventional devices.

In one aspect, the present disclosure relates to an adjustable and reusable anchoring template (or “anchoring system”) and corresponding parts for positioning anchors, such as anchor bolts (which can also be referred to as anchor rods), at desired locations prior to securing the anchors in place, for example, using concrete. For instance, during the construction of a building, columns are erected which require anchors at a base thereof. These anchors traditionally include anchor bolts extending vertically and which are supported in place by pouring concrete into a formwork surrounding the anchor bolts. The anchoring template includes bolt sockets configured to hold respective anchor bolts. The bolt sockets are slidably mounted on rails, thereby enabling various configurations of the anchoring template via the sliding motion of the bolt sockets along the rails.

The assembled bolt sockets and rails are configured to be connected to various structures and in various configurations to allow for positioning the anchor bolts at any given installation location. For example, the bolt sockets and/or the rails can be coupled to metallic and/or wooden supports (e.g., a formwork, an adjacent structure, etc) to enable positioning the anchor bolts in the desired configuration. Once the bolt sockets are in the desired locations/positions (e.g., in the desired configuration), the anchor bolts can be connected to respective bolt sockets, and the anchoring templated can be installed at the installation site, which positions the anchor bolts at the desired locations/positions. The anchor bolts can extend through the bolt sockets, with a portion thereof extending on either side of the anchoring template. The anchor bolts can then be secured in place (e.g., on the construction site and/or relative to the other bolts) at one end thereof by pouring concrete. Once secured in concrete, the anchoring template can be disconnected from the anchor bolts and/or the supports, and can therefore be reused at another location.

With reference to FIGS. 1 and 2, an anchoring template 10 (or anchoring system) is shown according to a possible embodiment. The anchoring template 10 includes guides, or rails 12, and bolt sockets 14 operatively coupled to the rails 12. More specifically, in this embodiment, the bolt sockets 14 can be slidably mounted on a rail 12 such that the bolt socket 14 can be positioned at any suitable location along a length of the rail 12. As will be described further below, the bolt sockets 14 are configured to receive respective anchor bolts 5. The anchoring template 10 can include a plurality of rails 12 connected to one another to form a grid 15 extending in a plane (i.e., a 2-D plane). As such, it is appreciated that one or more bolt sockets 14 are connectable along the rails 12 at desired locations and are therefore provided on the grid 15 (e.g., in a common 2-D plane). It should therefore be understood that the anchor bolts can be positioned at the desired locations (e.g., throughout the grid) to enable forming an anchoring base for erecting structures, such as columns, walls, foundations, equipment, etc.

Now referring to FIGS. 3A and 3B, in addition to FIGS. 1 and 2, the rail 12 can include an elongated body 16 and can be hollow to define a channel 18 along at least a portion of its length. In some embodiments, the rail 12 also includes one or more slots 20 defined through a thickness of the elongated body 16. The slots 20 are shaped and sized to enable connecting a component to the rail 12 (e.g., the bolt socket) and adjusting its position along the rail by sliding it along the slot. In the illustrated embodiment, the rail 12 includes a pair of slots 20 axially aligned with one another and generally parallel to a longitudinal axis (A) of the elongated body. However, it is appreciated that other configurations are possible and may be used, such as having a single slot 20, having three or more slots 20, having slots extending transversely across the elongated body 16, etc. The rails 12 can have different lengths relative to one another, such as any suitable length between 50 mm and 1000 mm, for example. As will be described further below, the rails 12 can include positional markers 26 configured to facilitate positioning a component along the rail in the desired position.

As seen in FIGS. 4 and 5, the bolt socket 14 can include a bolt housing 22 with a socket or hole 23 defined therethrough adapted to receive an anchor bolt 5 (shown in FIG. 4). The illustrated bolt housing 22 is generally rectangular or box-shaped, and the hole 23 extends transversely through a thickness thereof. However, it should be noted that other configurations are possible, such as having any other suitable shaped housing (e.g., circular, triangular, etc.), having the hole 23 defined through only a portion of the housing such that it does not extend all the way through the housing, among other possibilities. It should be understood that the hole 23 is shaped and sized to assist in maintaining a desired orientation of the anchor bolt extending therethrough. In this embodiment, the housing is adapted to be substantially parallel to a ground surface such that the anchor bolt is maintained in a substantially vertical configuration/orientation.

In this embodiment, the bolt housing 22 is provided with intersecting housing channels 24 shaped and sized to receive respective rails 12 therein. For instance, a first housing channel 24a can receive a rail 12 from the first set of rails 12a, and a second housing channel 24b can receive a rail 12 form the second set of rails 12b. The channels 24 extend transversely relative to each other, thereby defining an intersection point. In this embodiment, the channels 24 extend perpendicularly relative to each other, although other configurations are possible. The intersection point can be defined at any suitable location on the bolt housing, such as aligned with the center of the bolt housing, for example. In this embodiment, the intersection point is offset relative to the center but generally aligned with the hole 23 (e.g., the hole for the anchor bolt 5) along a diagonal of the bolt housing.

As seen in FIGS. 1, 2 and 4, the grid 15 of the anchoring template 10 can be formed by connecting a plurality of rails 12 to one another and/or to bolt sockets 14. The connection can be accomplished via any suitable means, such as via mechanical fasteners 19, including nuts and bolts, for example. In this embodiment, a first set of rails 12a (e.g., bottom rails) can be disposed adjacent one another in a first plane, and a second set of rails 12b (e.g., top rails) can be disposed on top of the first set of rails 12a in a second plane. In some embodiments, the mechanical fasteners 19 can extend through the slots 20 of the rails 12 to connect the first and second sets of rails together. In the illustrated embodiments, the rails 12 of the first set of rails 12a are generally parallel to one another (e.g., in the first plane), and the rails 12 of the second set of rails 12b are generally parallel to one another (e.g., in the second plane). Moreover, the first and second sets of rails are transverse (e.g., perpendicular) relative to each other to form a two-dimensional grid 15, although other configurations are possible.

It is noted that the first plane (in which the first set of rails are disposed) and the second plane (in which the second set of rails are disposed) are substantially parallel to one another. As such, it is understood that the grid 15 is also parallel thereto, and can extend in the first plane, in the second plane, or in a median plane defined between the first and second planes. It is further noted that, in some embodiments, the first plane and the second plane correspond to a common plane. In other words, the rails of the first and second sets of rails can be adapted to engage one another so as to extend in the common plane.

In some embodiments, the bolt housing 22 can be provided with a fastener hole 25 extending at least partially therethrough. The fastener hole 25 can be shaped and adapted to align with the slot 20 when the rails are positioned in respective housing channels 24. As such, the mechanical fastener 19 can extend through the pair of rails 12 (e.g., through the slot 20) and into (or through) the fastener hole 25, thereby connecting the rails 12 to the bolt housing 22. As seen in FIG. 5, the fastener hole 25 can be positioned at the intersection point between the housing channels 24. As such, the mechanical fastener 19 can extend through respective slots 20 of the overlapping rails 12 and the fastener hole 25.

It is noted that the anchoring template 10 can be modular, where any suitable number of sets of rails can be connected to each other to define the grid 15, and that each set of rails can include any suitable number of rails. Similarly, any suitable number of bolt sockets 14 can be coupled to the rails, such that a corresponding number of anchor bolts 5 can be positioned and secured in place. Each bolt socket 14 can be positioned within the grid 15 at a desired location by sliding along a first rail (e.g., along the x-direction), and sliding along a second rail (e.g., along the y-direction) prior to being secured in position. Alternatively, or additionally, entire rails can be displaced along the x- or y-direction, thereby displacing each bolt socket 14 engaged therewith. More specifically, in this embodiment, the rails of the first set of rails can be displaced in a direction parallel to the longitudinal axis of the rails from the second set of rails, and vice-versa. In other words, the rails of the first set of rails can be displaced in the x-direction, and the rails of the second set of rails can be displaced in the y-direction.

It is noted that, prior to being fastened/secured, the rails 12 can be adapted to slide along respective housing channels 24, thereby adjusting the position of the bolt socket 14 along the rail. For example, the mechanical fastener 19 can be installed to extend through the rail slots 20 and the fastener hole 25 but remain loosely connected to enable movement of the rails. Then, when the bolt socket 14 is in the desired location, the mechanical fastener 19 can be tightened to secure the bolt socket 14 in place relative to the rails 12. The position of the bolt socket 14 can be adjusted relative to both rails in this manner in order to adjust the position of the bolt socket 14 within the grid 15. In some embodiments, the slots 20 of each rail 12 can be elongated to enable adjustments of the position of the bolt socket 14 along the rails. In other words, prior to tightening the mechanical fastener 19, the bolt socket 14 can be slid along the rails by having the mechanical fastener slide along the slots 20. As such, it is appreciated that the position/location of the bolt socket 14 can be adjusted by a distance generally equivalent to a length of the slot 20 defined in the corresponding rail.

In some embodiments, the housing channels 24 can have respective depths to facilitate having the rails 12 overlap one another. For example, the first channel 24a can be deeper than the second channel 24b such that the rail from the first set of rails 12a can be positioned below the rail from the second set of rails 12b. However, it is appreciated that the housing channels 24 can have the same depth, which can facilitate manufacturing of the bolt housing. In some embodiments, the bolt housing 22 has a predetermined thickness to allow for typical wood pieces to be secured to an underside of the rails for securing the anchoring template 10 to a support structure, such as the formwork, for example. It is noted that “typical wood pieces” can include wood of any size which is traditionally used on construction sites, such as 1×4, 1×6, 2×2, 2×4, 2×6, 2×8, 4×4, 4×6, 6×6 (dimensions in inches), etc. and among other possibilities and other components, such as plywood, for example.

In this embodiment, the rails 12 can include positional marks 26, similar to a ruler, which can include both imperial and metric sides, and the bolt housing 22 can be provided with positional indicators 28, such as a line, an arrow, an indent, etc. The positional indicators 28 can be aligned with a desired one of the positional marks 26 along the rails to have the bolt socket 14 be in the desired location relative to the rail. It should be noted that the bolt housing 22 includes a pair of positional indicators 28 adjacent respective housing channels 24 such that the bolt socket 14 can be positioned relative to the rails of the first and second sets of rails. Once each positional indicator 28 is aligned with the desired positional mark 26 of each rail, the fastener 19 is operated to assemble and secure the rails and the bolt socket 14 together. As such, the hole for the anchor bolt is in the desired location/position (e.g., across the grid).

In some embodiments, the rails 12 can be provided with a leveling mechanism 27, such as spirit levels, operable and configured to facilitate installing the anchoring template parallel to the ground (e.g., to “level” the anchoring template). The leveling mechanism 27 can be integrated to the structure of each rail, or removably connected thereto. As such, each rail of the rail assembly can be manually installed, with the leveling mechanism 27 providing visual information regarding the orientation of the rails relative to the ground (or supporting) surface. In some embodiments, and as seen in FIGS. 4 and 5, the bolt housings 22 can alternatively, or additionally, be provided with respective leveling mechanisms 27 to provide further indication of the orientation of the anchoring template. In some embodiments, and as seen in FIG. 5, the bolt housing 22 can also be provided with a measuring nook 29 configured to enable a tape measure (not shown) to hook onto the bolt housing 22 for measuring a distance, such as a distance along an adjacent rail and/or to a known location, for example.

It should be noted that, since the bolt housing 22 is adapted to be coupled to a pair of rails 12, the bolt housing 22 is suitable to be positioned in corners of the anchoring template 10. This type of bolt socket 14 can therefore be referred to as corner sockets or intersection sockets 30. In this embodiment, the intersection sockets 30 are adapted to be coupled between a pair of rails in a manner ensuring the rails are perpendicular to one another. With reference to FIG. 6, in addition to FIGS. 1 and 2, the bolt sockets 14 can include different types of bolt sockets, such as the intersection sockets 30 for positioning anchor bolts 5 at intersecting rails 12 and centering sockets 32 for positioning anchor bolts 5 along a given rail 12. As will be described further below, the centering sockets 32 can be used to locate and/or identify a center of the anchoring template.

In this embodiment, the centering sockets 32 include the hole 23 to enable an anchor bolt 5 to be connected thereto, and one or more fastener holes 25 to enable the centering socket 32 to be connected to the rail 12 using fasteners 19. The centering socket 32 can be positioned along the rail 12 using the positional marks 26 of the rail. In some embodiments, the positional marks 26 include a “zero” defined at a center of the rail, with increasing marks on both sides thereof. The centering socket 32 can also include a centering indicator configured to be aligned with the zero of the rail, thereby centering the centering socket 32, and the anchor bolt coupled thereto, on the rail 12. The centering indicator can correspond to a line, an arrow, an indent, etc., to assist in aligning the centering socket 32 with the center (e.g., the “zero”) of the rail 12. As seen in FIG. 3A, each rail 12 can include centering holes 21 defined on either side of the center (C), on the “0” positional mark 26. The centering socket 32 can therefore be secured to the rail by mechanical fasteners 19 extending through the fastener holes 25 and the centering holes 21. It is appreciated that the center (C) of each rail 12 is easily identified and that positioning and securing the centering sockets 32 on the center is similarly facilitated.

As seen in FIGS. 7 to 10, the bolt sockets 14 can include bolt adapters 40 configured to enable the bolt sockets 14 to hold and retain different sizes of anchor bolts. The bolt adapters 40 are adapted to engage the hole 23 to adjust the size (e.g., the diameter) of the hole 23 to enable anchor bolts of various sizes to be retained therein. It should be noted that the bolt adapters 40 are adapted to reduce the size of the hole 23 to allow for smaller anchor bolts to be held by the bolt socket 14. In this embodiment, the bolt adapter 40 includes an adapter head 42 having a flange 44 extending outwardly therefrom and adapted to abut against a top surface of the bolt housing 22 upon engagement of the bolt adapter 40 in the hole 23. It is thus noted that the flange 44 can limit the depth at which the bolt adapter 40 can be inserted into the hole. The adapter head 42 illustratively has an outer diameter (OD) which generally matches the diameter of the hole 23, and an inner diameter (ID) which generally matches the diameter of the desired anchor bolt.

The adapter head 42 can be secured to the hole 23 via interference fit, or removably connectable thereto. In some embodiments, the bolt adapter 40 includes adapter legs 46 extending from the adapter head 42. The adapter legs 46 are configured to latch onto the geometry of the hole 23 to connect the bolt adapter 40 to the bolt housing (e.g., within the hole) and prevent accidental and/or undesired removal of the bolt adapter 40 form the hole. In this embodiment, the bolt housing 22 includes an inner protrusion 45 extending into the hole 23, and the adapter legs 46 can include a hook or catch member 48 configured hook onto the inner protrusion 45. The inner protrusion 45 can extend around a complete circumference of the hole 23 to facilitate connecting the catch member 48, although other configurations are possible. The bolt adapter 40 can be disconnected by unlatching the catch member 48 from the inner protrusion 45, thereby allowing removal of the bolt adapter 40 from the hole. For example, the bolt adapter can be manually squeezed and/or deformed to enable disconnection.

As seen in FIGS. 7 to 10, a pair of bolt adapters 40 can be coupled to the bolt housing 22 to assist in maintaining the anchor bolt in the desired orientation (e.g., vertical and/or parallel to the longitudinal axis of the hole). A top bolt adapter 40 and a bottom bolt adapter can be connected to respective ends of the hole 23 and connect to the same inner protrusion 45 (shown in FIGS. 9 and 10). Alternatively, the bolt housing 22 can include a pair of inner protrusions 45 to enable the bolt adapters to connect to respective inner protrusions. It should also be noted that the bolt adapters 40 can be used for both the intersection sockets 30 (FIG. 9) and the centering sockets 32 (FIG. 10). It is thus appreciated that the bolt adapters 40 can be added, removed and/or interchanged as desired, and that the same anchoring template can be used at different sites which can require different sized anchor bolts.

Referring back to FIGS. 1 and 2, with additional reference to FIGS. 11 and 12, in some embodiments, the anchoring template 10 can include supports 50 configured to assist in maintaining the rails 12 of the anchoring template 10 elevated and/or in a desired position, orientation and/or configuration. In this embodiment, the supports 50 include support legs 52 coupled to respective ends of the rails 12 and extending therefrom to engage and rest on the ground surface below. As shown in FIGS. 11 and 12, the support legs 52 can be inserted in respective channels 18 of respective rails 12. Support fasteners 55 can be used to extend through the rails 12 in order to secure the support legs 52 to the rails 12. In this embodiment, and as seen in FIGS. 3B and 11, the rails 12 can be provided with a pair of distal holes 56 configured to receive respective support fasteners 55 therein for securing the support legs 52 to the ends of the rail 12. The distal holes 56 can be threaded to enable engagement of a threaded fastener therein, although other configurations are possible.

The support legs 52 can have any suitable shape configured to engage the channels 18 of the rails 12. In this embodiment, the support legs 52 have a generally complementary shape relative to the channel 18 to assist in having the support legs 52 engage therewith in at least one predetermined configuration. For example, the support legs 52 can have a generally U-shape which is adapted to engage with the channel 18 in a single predetermined configuration. As such, the rail and the support legs 52 can be secured together in predetermined relative positions. With reference to FIGS. 11 and 12, the rails 12 can include support guides 58 extending into the channel 18. The support guides 58 can assist in guiding the support fasteners 55 to extend perpendicularly therein to engage with the support leg 52. The support guides 58 can also prevent insertion of the support leg 52 within the channel 18 in an orientation other than the predetermined configuration, which can facilitate and streamline the installation process. In alternate embodiments, the support legs 52 can be connected to the rails 12 without having to engage the channel 18. For instance, a support leg 52 can be connected to any given rail, such as on a top surface thereof, and secured thereto using the support fasteners 55 inserted into the distal holes 56.

In some embodiments, the supports 50 can be implemented to support the rails and the bolt sockets 14 above a formwork used to surround the anchor bolts and in which concrete is poured to secure the anchor bolts in position. In this embodiment, the supports 50 can be configured to assist in positioning the rails before, during and/or after the concrete has been poured to embed the anchor bolts in place. In other embodiments, the supports 50 can be configured to assist in positioning the rails and the bolt sockets 14 relative to the formwork of a given anchoring site prior to securing the rails to the formwork (e.g., using screws, bolts, etc.). Once secured, the supports 50 can then be removed. In some embodiments, the removed supports 50 can be subsequently used for positioning another anchoring template (e.g., at another anchoring site). In other words, the supports 50 can be removably coupled to the rails 12 to enable repeated use of the supports for different sets of rails and at different sites.

In other embodiments, the supports 50 can provide sufficient support and stability to the anchoring template 10, thereby rendering securing the rails to the formwork optional (i.e., fastening the rails to the formwork may be omitted). It is therefore appreciated that the supports 50 can assist in streamlining the anchoring process, where the anchoring template 10 can be set (e.g., deposited) in position to rest on the support legs 52. Once in position, with the anchor bolts secured to respective bolt sockets 14, concrete can be poured at the anchoring site (e.g., within the formwork). Then, as the concrete hardens, the anchor bolts can be disconnected from the bolt sockets, allowing for the anchoring template to be removed from a first anchoring site and used at a second anchoring site. The supports 50 can be placed in various configurations to enable the anchoring template to adapt to the realities of the field (e.g., of each anchoring site). For instance, the support legs 52 can be telescopically connected to the rails to allow for width, length and/or height adjustments relative to the ground surface and/or the formwork.

With reference to FIG. 13, in some embodiments, the supports 50 can include rail adapters 54 configured to be connected to the ends of the rails 12. The rail adapters 54 enable support legs 52 to be coupled thereto. It should therefore be understood that the support legs 52 can be connected to rails 12 having different shapes (e.g., cross-sectional shapes) and sizes. It is noted that, in this embodiment, the distal holes 56 are defined in the rail adapter 54 as an alternative to, or in addition to the rail itself.

Now referring to FIGS. 14 to 22, alternative embodiments of the anchoring template 10 are illustrated. In this embodiment, the rails 12 have a generally U-shaped configuration such that the channel 18 is open on at least one side. The bolt socket 14 includes a rail-engaging member 64 adapted to be slidably connected to the rail 12 to enable movement of the bolt socket 14 therealong. In this embodiment, the rail-engaging member 64 is generally rectangular (e.g., similar to the bolt housing 22), and is sized to engage the U-shaped channel 18 of the rail 12. It is thus appreciated that sliding the rail-engaging member 64 along the channel 18 displaces the bolt housing 22 along with it in order to position the bolt housing 22 in a desired location along the rail and/or within the grid 15. The rail-engaging member 64 can be selectively secured within the channel 18 using the mechanical fastener 19 such that the bolt socket 14 becomes secured to the rail 12 (e.g., at a desired location). In some embodiments, the rail-engaging members 64 are manually connectable to the rails such that the bolt sockets 14 can be coupled to the rails toolessly (i.e., manually and/or without the use of tools).

It is appreciated that the U-shaped channel 18 and rectangular shape of the rail-engaging member 64 can cooperate to prevent rotational movement of the rail-engaging member 64 when engaged within the channel 18. It is thus noted that, in this embodiment, prior to tightening the mechanical fastener 19, the rail-engaging member 64 can be limited to axial movements along the channel 18. This configuration enables maintaining the bolt housing 22 in the desired orientation, e.g., perpendicular relative to the rail 12. It should also be noted that the rectangular shape of the rail-engaging member 64 enables engagement thereof within the channel in at least four (4) predetermined configurations. More specifically, the rail-engaging member 64 can engage the channel at 90-degree increments (e.g., due to the rectangular shape of the rail-engaging member 64). In some embodiments, the rail-engaging member 64 can engage the channel upside down, thereby enabling engagement thereof within the channel in eight (8) predetermined configurations.

The rail-engaging member 64 is secured to the bolt housing 22 via a coupling member 66 such that the bolt socket 14 can be displaced as a one-piece unit. In some embodiments, the bolt socket 14 can be made of a single piece of material or of a set of pieces joined to each other. In this embodiment, the rail-engaging member 64 is disposed proximate a corner of the bolt housing 22 which enables the bolt socket 14 to be connected to multiple rails 12, such as a pair of rails, similar to previously described embodiments. As seen in FIGS. 17 and 18, the bolt housing 22 and the rail-engaging member 64 can be aligned such that the longitudinal axes (B) and (C) of the hole 23 and the fastener hole 25 are parallel to one another and/or perpendicular to the longitudinal axis (A) of the rail (identified in FIG. 14), although other configurations are possible.

In some embodiment, the rails of the first set of rails 12a can be positioned to have their channels 18 opening upwardly (e.g., standard U-shaped channels), and the rails of the second set of rails 12b can be positioned to have their channels 18 opening downwardly (e.g., inverted U-shaped channels). As such, the rail-engaging members 64 can have a portion thereof (e.g., a first half) engage the channel of a rail from the first set of rails, and another portion (e.g., a second half) engage the channel of a rail from the second set of rails. Furthermore, the mechanical fasteners 19 used to connect the rails to one another can correspond to the same fasteners used to connect the rail-engaging members 64 within the channels 18. Therefore, fastening the rail-engaging member 64 within both channels 18 simultaneously secures the rails together on either side of the rail-engaging member 64. In some embodiments, the rails 12 connected to either side of the rail-engaging member 64 can be adapted to engage (e.g., abut) the coupling member 26 on respective sides thereof.

As seen in FIGS. 20 to 22, the centering socket 32 includes a bolt alignment plate 33 having the hole 23 defined therethrough to position the anchor bolt therein. The rail-engaging member 64 of this embodiment includes a first portion, such as a lower portion 67, and a second portion, such as an upper portion 68 coupled to one another and to the alignment plate 33. As illustrated, the lower portion 67 and the upper portion 68 can have generally rectangular bodies disposed perpendicular relative to one another. In this embodiment, the lower portion 67 is adapted to engage the channel of a lower rail (e.g., a rail from the first set of rails), and the upper portion 68 is adapted to engage the channel of an upper rail (e.g., a rail from the second set of rails). It should thus be understood that the rails are oriented in the same manner as the lower and upper portions 67, 68, e.g., the rails are perpendicular relative to one another.

In this embodiment, the alignment plate 33 is coupled between the lower and upper portions, although it is appreciated that the alignment plate can be connected at any other suitable location. The rail-engaging member 64 also has the fastener hole 25 extending therethrough for enabling connection to the rails. The fastener hole 25 extends through both the lower and upper portions 67, 68, and generally in the center thereof. However, it is appreciated that other configurations are possible.

The components of the anchoring template 10 (e.g., the rails and/or the bolt sockets) can be made according to any suitable manufacturing method, or combination thereof, such as via moulding and 3D printing, for example. These components can be made of plastic(s), metal(s), alloy(s) or any other suitable material or combination(s). In some embodiments, the anchoring template 10 can be made up of rails, bolt sockets 14, including intersection sockets and centering sockets, for example.

With reference to FIGS. 23 and 34, in addition to FIGS. 1 to 22, in order to use the anchoring template for positioning anchor bolts 5 in a desired configuration within a formwork 65, a method can be provided. In some embodiments, the method can include various steps, such as:

• • Determining the number of anchor bolts 5 required;
  • Providing the appropriate number of positioning components (e.g., rails and bolt sockets);
  • Creating the grid using intersection bolt sockets and four or more rails;
  • Connecting additional rails and bolt sockets, as required, including centering sockets;
  • Connecting the first set of rails, the bolt sockets and the second set of rails together using mechanical fasteners in a manner still allowing axial movement of the bolt sockets along the rails;
  • Adjusting the position of the bolt sockets by sliding the corresponding rail of a given set of rails along the rails of the other set of rails (e.g., using the positional marks);
  • Tightening the mechanical fasteners to secure the rails and bolt sockets in place;
  • Confirming/validating the position of each bolt socket (e.g., of each bolt housing and corresponding hole);
  • If required, choosing and connecting bolt adapters to the bolt housings;
  • Coupling an anchor bolt to each bolt socket (this step can be accomplished prior to any preceding steps);
  • Securing the rails to the formwork (e.g., using screws); and
  • Pouring concrete in the formwork configured to enclose an end of the anchor bolts, thereby securing the anchor bolts in position.

It should be noted that the steps listed above can be accomplished in any suitable order and that some steps may be omitted. For instance, the step of securing the rails to the formwork can be omitted if the supports are used to hold the rails and bolt sockets elevated above the formwork.

In some embodiments, the anchoring template is adapted to cooperate with surveying equipment 70, as seen in FIG. 13. The surveying equipment can be used to confirm the location of various components of the anchoring template, including but not limited to the bolt sockets, the intersection sockets, the centering sockets, the anchor bolts, the rails, etc. It should be noted that the location of these components can include at least one of its position relative to other components of the anchoring template and/or relative to the formwork; and its orientation relative to other components of the anchoring template and/or relative to the formwork.

In some embodiments, and with reference to FIGS. 13, 25 and 26, the surveying equipment 70 can be configured to monitor the location of the components of the anchoring template during and/or after the installation process. In this embodiment, the surveying equipment 70 can include positioning targets 72 coupled to respective anchors formed using the anchoring template 10, and detection means 74 operable to detect the positioning targets 72. The detection means 74 can include any suitable method, device and/or system, such as a static detection station 76 or a mobile detection station 78. The static detection station 76 can be moved (e.g., manually) between the various anchoring templates 10, e.g., between the various concrete pouring sites, and operated to confirm that the anchors are (and remain) in the desired/required position before, during and after the pouring of concrete. It is noted that the mobile detection station 78 can move (e.g., autonomously and/or automatically) between the various anchoring templates 10 to gather the desired information.

In some embodiments, and as seen in FIG. 25, the static detection station 76 can include a tripod-mounted laser scanner 77 adapted to be installed over any given anchoring template to monitor the position of each positioning targets (e.g., which are coupled to anchors, bolt sockets, rails, etc.). Alternatively, and as seen in FIG. 26, the mobile detection stations 78 can include a ground-based robotic scanner 79 or aerial robotic scanner, such as a drone (not shown), for example. The detection means 74 is operable to scan the concrete pouring site, and the resulting scan can be used to create a scatter graph (i.e., a graph with a plurality of dots indicating the relative position of each anchor). The position of each anchor can therefore be monitored dynamically and with great precision. A distance between each dot on the scatter graph (i.e., between each anchor) can also be determined and monitored throughout the process. As such, should one or more of the anchors move at any point, for instance, during the pouring of the concrete, corrective actions can be swiftly undertaken to bring the displaced anchors back to their required positions.

Dynamic monitoring of the position of the anchors can be useful since the position of the anchors can change (e.g., accidently) at any given time. Among other possibilities, human error, pouring of the concrete, setting and hardening of the concrete, etc., can lead to a shift in the position of the anchors. These displacements, however minor, can be detected using the detection means 74, and subsequently corrected appropriately. FIG. 27 illustrates a possible implementation of a method 100 for using the anchoring template provided with the surveying equipment operable to dynamically monitor the components of the anchoring template. It is appreciated that the detection means 74 can monitor the position of the components of the anchoring template and send signals indicative of these positions to an external device, such as a computer, smartphone, tablet, etc. The signals can be sent wirelessly or via a wired connection. The detection means can thus be configured to rapidly and precisely calculate distances (e.g., between anchor bolts), detect alignment and/or dimensional defects, among others.

As seen in FIG. 13, the positioning targets 72 can include specific geometries and/or physical components adapted to be detected by conventional means, such as lasers and cameras, for instance. However, it is appreciated that other types of positioning targets 72 can be used and implemented to enable monitoring the position of the anchors. For example, reflective targets or prisms can be used to monitor the position of the anchors and thus improve the accuracy of the anchoring template.

With reference to FIGS. 28 to 31, an exemplary embodiment and configuration of the anchoring template 10 is shown. FIGS. 28 and 29 illustrate the anchoring template 10 include the desired number of rails 12 and bolt sockets 14 arranged in the desired configuration. For instance, the desired configuration can correspond to a predetermined configuration based on specifications of the structure which will be anchored at this location. In the illustrated embodiment, the structure to be erected might require an anchoring base made up of ten (10) anchor bolts to be embedded into concrete. FIGS. 30 and 31 schematically illustrate the process of connecting the anchor bolts 5 to the anchoring template 10. Particularly, and for example, the anchor bolts 5 can engage respective bolt sockets 14 and be secured thereto using a fastener, such as the nuts 6.

FIGS. 32A to 32E illustrate various possible embodiments of the bolt socket 14. As shown, the bolt socket can include (or be devoid of) certain features, including, but not limited to, one or more positional indicators, housing channels having the same depth, housing channels having respective depths, the leveling mechanism, the measuring nook, external walls, etc. FIG. 32A also illustrates the rail adapters 54 coupled to the ends of respective rails.

Now referring to FIGS. 33 to 36, it is noted that the bolt sockets 14 can be coupled to the rails 12 in any suitable manner. For instance, the bolt sockets 14 can be connected to the rails in a manner such that the bolt housings 22 are positioned internally (e.g., within a perimeter defined by the set of rails). This exemplary configuration is illustrated in FIGS. 1, 2 and 34, among others. In other embodiments, the bolt sockets 14 can be connected to the rails in a manner such that the bolt housings 22 are positioned externally (e.g., around the outside of the perimeter defined by the set of rails). This configuration is shown in FIG. 33. In some embodiments, the anchoring template can include a combination of internally and externally positioned bolt housings 22, such as the configurations shown in FIGS. 23, 24, 35 and 36, for example.

It should also be appreciated that the anchoring template is suitable for larger and smaller anchoring sites due to the versatility of the sets of rails. More specifically, the slots defined along the rails enable the mechanical fasteners to slide along the rails such that the rails can be spaced further apart (e.g., FIG. 35) or moved closer to one another (e.g., FIG. 36). Moreover, and with reference to FIGS. 37 to 44, it is noted that the anchoring template 10 remains substantially open once installed, which can facilitate the concrete pouring operations. In other words, the rails and bolt sockets can remain sufficiently spaced from one another to allow for pouring concrete “through” the anchoring template using a concrete pipe 80, for example, from above and/or any one of the sides.

In some embodiments, the anchoring template 10 can be positioned generally horizontally and coupled to a surface below (FIG. 37), such as a formwork, or to a surface above (FIG. 38), such as a ceiling or hanging structure, based on the geometry of the anchoring/pouring site and in order to position the anchor bolts 5 appropriately. It should also be noted that the support legs can have any suitable shape and/or size to facilitate connection of the anchoring template to the required structure and/or surfaces. For example, the legs can be connected to external surfaces of the pouring site (FIG. 39) or internal surfaces of the pouring site (FIG. 40). In some embodiments, the anchoring template 10 can be secured at an angle to enable forming angled concrete bases, as illustrated in FIGS. 41 and 42. FIGS. 43 and 44 illustrate yet other embodiments of support legs 52 connected to various structures to enable securing the anchoring template 10 in the desired configuration. It is also appreciated that many additional implementations are possible using the above-described example embodiments.

It should therefore be appreciated from the present disclosure that the anchoring template provides a precise, reusable and economical template for positioning anchoring with variable layouts in order to replace traditional single-use templates (e.g., wooden and/or steel templates). The anchoring template is configured to improve the quality of anchor rods positioning on site by reducing errors, reducing costs and improving (e.g., reducing) preparation time. In use, the anchoring template generally includes the following steps: preparation of the anchoring template, anchor installation, surveillance and disassembly and storage.

Preparation of the anchoring template can include inserting anchor bolts through the guided openings of the bolt housings, thereby ensuring precise spacing between the anchor bolts and ultimately precise positioning on the construction site. Anchor installation includes positioning the anchoring template on the construction site using the integrated graduated markers. Surveillance makes use of the surveying equipment, where targets are used to align the template using any suitable surveying technique (e.g., a total station, laser scanner, photogrammetry systems, drone image capture, etc.), to verify the accuracy of the installation. Disassembly and storage can begin once the concrete has consolidated, and the anchor bolt installation has been validated. As described herein, the anchoring template can be easily disassembled and stored. The monitoring process can be continued by integrating the data into digital processes. The anchoring template, and gathered data, can be integrated into BIM (Building Information Modelling) workflows, using site digitization through point clouds and 3D models to validate anchor positions before, during and after concrete is poured.

The various implementations of the anchoring system, or anchoring template, and related components provide for a modular, graduated matrix for quick installation of anchor bolts/rods without the need for tools. The anchoring template enables a desired number of anchor bolts to be positioned in a desired configuration prior to being secured in place using concrete. The embedded anchor bolts can then be used for the construction of columns, for example, as part of the construction of a building. The anchoring template is also reusable. More specifically, the anchoring template is not secured nor embedded in place with the anchor bolts, and can therefore be disconnected from an embedded set of anchor bolts to be used for a subsequent set of anchor bolts (e.g., for another column on the construction site). The anchoring template is also adjustable. More specifically, the location of the anchor bolts can be displaced in a grid, such as a 2-D grid parallel to the anchoring/pouring site (e.g., along x- and y-directions), thereby adjusting their location relative to the anchoring site and/or relative to one another. Moreover, the number of anchoring points can be adjusted such that it is possible to add and/or remove the possibility of connecting anchor bolts to the anchoring template, as desired. For instance, a first column can require three (3) anchor bolts, whereas another column can require ten (10) anchor bolts to be properly built. The anchoring template of the present disclosure is adapted to position the anchor bolts for both columns.

The anchoring template can be provided with surveying equipment configured to monitor the location of the anchors during and/or after the installation process. This configuration can enable the implementation of corrective actions during the installation process to avoid, or at least reduce, delays caused by faulty installations. In other words, the anchoring template enables proactive actions on defective installations instead of reactive action after the fact (e.g., after the concrete has dried/hardened). It is appreciated that, by avoiding faulty installations, time is saved, which in turn reduces the costs associated with these installations (e.g., materials, workers, etc.).

The anchoring template can facilitate the installation of anchors for various construction jobs, including the erection of structural columns. Columns are typically built by a plurality of workers, making up a plurality of different teams. Teams of workers typically follow one another, where a first team is required to be done with their tasks to allow for a second team to begin theirs. For example, a first team is deployed to prepare and install the anchors, followed by a second team to install a column on the newly prepared anchors. As such, it is appreciated that, by using a tool (i.e., the anchoring template) which facilitates and accelerates the anchor installation process, each team can accomplish their respective tasks in a simpler, safer, easier, faster, more accurate and more effective manner. It is also noted that the anchoring template described herein can be deployed, installed and used without requiring tools. In other words, in some embodiments, the anchoring template can be installed by hand (i.e., without the use of tools), thus allowing for a faster and/or easier installation.

It is thus noted that the anchoring template can be used to repeatedly position a plurality of structural elements in a simpler, safer, easier, faster, more accurate, more effective, more functional, more reliable and/or more versatile manner than what is possible with other conventional devices. Known templates are generally made of wood or steel and are single-use, which generates waste during construction operations as the templates are discarded after use. The anchoring template described herein is configured to be reused, thereby reducing material waste and contributing to a more sustainable and environmentally friendly construction approach.

The anchoring template can also be used in various sectors. For instance, for civil engineering projects and/or construction, whether for the deep foundations of a skyscraper, the retaining walls of an excavation or complex engineering structures, precise, accurate, and fast anchor positioning is essential to ensure project success. The anchoring template described herein reduces the risk of errors while also controlling costs by ensuring improved alignment. The anchoring template can also be used for industrial infrastructure, such as for the positioning of anchors for tanks (e.g., reservoirs), distiller columns and other equipment whose concrete foundation is critical for proper operation. Similarly, bridges, dams, tunnels and viaducts require highly reliable anchors, which can be provided by the anchoring template, thereby contributing to the longevity and safety of these infrastructures. Modular construction/structures typically rely on the rapid assembly of prefabricated modules. In this sense, the anchoring template described herein provides for precise anchoring, speeds up installation, and reduces costs.

The present disclosure may be embodied in other specific forms without departing from the subject matter of the claims. The described example implementations are to be considered in all respects as being only illustrative and not restrictive. The present disclosure intends to cover and embrace all suitable changes in technology. For example, the anchoring template described herein can be used to facilitate the installation of vertical anchor rods, for example, by ensuring a horizontality of the rails and two-dimensional grid. However, it should also be noted that the anchoring template can be used for the installation of non-vertical anchor rods. The detection means can monitor and ensure that the desired angle of the anchor rods is maintained during each step of the installation process. In some embodiments, the anchoring template can be adjusted to the correct and/or desired dimensions (e.g., on a given construction/pouring site), then used to mark the position of the anchor rods, for example, using a pencil, or to drill a centered hole using a drill bit. The scope of the present disclosure is, therefore, described by the appended claims rather than by the foregoing description. The scope of the claims should not be limited by the implementations set forth in the examples, but should be given the broadest interpretation consistent with the description as a whole.

As used herein, the terms “coupled”, “coupling”, “attached”, “connected” or variants thereof as used herein can have several different meanings depending on the context in which these terms are used. For example, the terms coupled, coupling, connected or attached can have a mechanical connotation. For example, as used herein, the terms coupled, coupling or attached can indicate that two elements or devices are directly connected to one another or connected to one another through one or more intermediate elements or devices via a mechanical element depending on the particular context.

In the present disclosure, an embodiment is an example or implementation of the anchoring template. The various appearances of “one embodiment,” “an embodiment” or “some embodiments” do not necessarily all refer to the same embodiments. Although various features may be described in the context of a single embodiment, the features may also be provided separately or in any suitable combination. Conversely, although the anchoring template may be described herein in the context of separate embodiments for clarity, it may also be implemented in a single embodiment. Reference in the specification to “some embodiments”, “an embodiment”, “one embodiment”, or “other embodiments”, means that a particular feature, structure, or characteristic described in connection with the embodiments is included in at least some embodiments, but not necessarily in all embodiments.

In the above description, the same numerical references refer to similar elements. Furthermore, for the sake of simplicity and clarity, namely so as to not unduly burden the figures with several references numbers, not all figures contain references to all the components and features, and references to some components and features may be found in only one figure, and components and features of the present disclosure which are illustrated in other figures can be easily inferred therefrom.

In addition, although the optional configurations as illustrated in the accompanying drawings comprises various components and although the optional configurations of the anchoring template as shown may consist of certain geometrical configurations as explained and illustrated herein, not all of these components and geometries are essential and thus should not be taken in their restrictive sense, i.e., should not be taken as to limit the scope of the present disclosure. It is to be understood that other suitable components and cooperations thereinbetween, as well as other suitable geometrical configurations may be used for the implementation and use of the anchoring template, and corresponding parts, as briefly explained and as can be easily inferred herefrom, without departing from the scope of the disclosure.