System and method for construction management and equipment location through building information modeling

Abstract

A system, method, and apparatus comprising: generating an architectural model of a building to be constructed at a construction site; identifying, within the architectural model, locations for installing one or more anchoring devices within structural elements of the architectural model; transmitting the architectural model to a portable computing device at the construction site; and identifying a position of the portable computing device relative to the given locations. At least the generating, identifying, transmitting, and identifying steps are performed by at least one processing device including a processor and a memory.

Description

[0001] CROSS-REFERENCE TO RELATED APPLICATIONS

[0002] This application claims the benefit of and priority to U.S. Patent Application Serial No. 16 / 186,247, filed on November 9, 2018, U.S. Provisional Application Serial No. 62 / 794,905, filed on January 21, 2019, and U.S. Provisional Application Serial No. 62 / 794,905, filed on April 30, 2019, the entire contents of each of which are incorporated herein by reference. Technical Field

[0003] The present disclosure relates to a construction system, and more particularly, to a system for installing building equipment using Building Information Modeling (BIM). The present disclosure further relates to a system for installing one or more anchoring devices using BIM software in conjunction with one or more positioning systems. The one or more positioning systems enable precise installation of the anchoring devices at selected locations within a building structure according to the BIM software. Furthermore, the present disclosure allows for the collection of data associated with each anchoring device before or after installation. This data includes, but is not limited to, batch number, manufacturer, installer, installation date, and any other data or metadata that can be tracked for current or historical purposes.

[0004] The present disclosure also relates to anchoring devices. The anchoring devices can be mounted relative to a formwork used to create a concrete support structure. Concrete is deposited in the formwork and solidifies, whereby one or more anchoring devices are embedded in the concrete support structure. The embedded anchoring devices can be easily used to couple with or support construction supplies or equipment (such as piping, cables, pipes, sprinklers, safety wires, or fencing, etc.) within the construction site. Multiple anchoring devices can be mounted relative to the concrete formwork to create a system for organizing building materials in a manner that facilitates all stages of construction, improves efficiency and organization, and significantly reduces costs and work hours. Moreover, the anchoring systems, devices, and methods for implementation will greatly impact current commercial and residential construction practices that include concrete support structures in the form of beams, floors, ceilings, roofs, etc. Background Art

[0005] Currently, during the construction of residential and / or commercial building structures, provisions are made to accommodate various electrical, plumbing, sprinkler, ductwork supplies, and the like that will be incorporated into the final finished unit. In construction involving concrete or concrete structural elements, contractors are often required to drill holes in the cured concrete to insert fasteners, hooks, rods, or the like to couple and run, for example, electrical wires along horizontal beams, vertical beams, or ceiling panels. Inserting fasteners or hooks into cured concrete is a laborious and time-consuming process that can compromise the structural integrity of the concrete and / or structure. Furthermore, multiple contractors (e.g., electricians, plumbers, HVAC personnel) may need to access the beam structure to install additional fasteners, bolts, and the like, which can not only potentially further compromise the integrity of the concrete but also create logistical challenges for each contractor who needs to access the supporting structure before completing work on the site. Summary of the Invention

[0006] The present disclosure relates to novel systems, devices, and methods to assist contractors in residential and commercial construction. The system and associated methods are expected to have a significant impact on the current construction industry. More specifically, the system and method utilize one or more anchors positioned within a formwork, such as a wood, plywood, or any other material, to create a support structure prior to, for example, depositing concrete within the formwork. After the concrete support structure cures, the formwork is removed, and the anchors, now embedded within the support structure, are readily exposed for use in a variety of ways, including but not limited to supporting electrical wiring, plumbing, sprinklers, ductwork, safety harnesses, safety nets, and the like. Multiple anchors can be positioned within the formwork to suit the contractor's needs and can be strategically placed within the formwork prior to pouring concrete to help the contractor organize the layout of specific equipment or supplies. Each anchor can be coupled, as needed, to an unlimited number of construction materials, such as electrical, plumbing, or safety equipment (e.g., safety harnesses, hooks, perimeter cable systems), for relatively easy "layout" by, for example, attaching couplings. Each contractor (e.g. electrician or plumber) can install their own anchor system on a single concrete form without risk of interfering with other contractors.

[0007] In one exemplary embodiment, a method includes generating an architectural model of a building to be constructed at a construction site; identifying, within the architectural model, locations for installing one or more anchors within structural elements of the architectural model; transmitting the architectural model to a portable computing device at the construction site; and identifying a position of the portable computing device relative to the given locations. The generating, identifying, transmitting, and identifying steps are performed by at least one processing device including a processor and a memory.

[0008] The method may further comprise installing an anchor at the given location.The method may comprise identifying a location of a second given location, and further comprising installing an anchor at the second given location.

[0009] The structural elements may include at least one of beams, columns, girders, floors, and ceilings, and may be formed of concrete or cement.

[0010] In an embodiment, generating the model includes utilizing a building information modeling module of a server.

[0011] In some embodiments, identifying a location within the architectural model includes utilizing a location indicator module within the portable computing device to indicate a position of the portable computing device relative to a given location on the model.

[0012] In some embodiments, utilizing the location indicator includes utilizing at least one component or sensor of the portable computing device to help identify the location of the portable computing device relative to a given location location. For example, utilizing at least one component or sensor of the portable computing device includes receiving feedback from one or more of a Wi-Fi, Bluetooth, camera, GPS sensor, gyroscope, magnetometer, accelerometer, proximity sensor, or RFID sensor of the personal computing device.

[0013] The method may further include scanning visual indicia data on the one or more anchors to determine information related to manufacturing properties of the one or more anchors or installation properties of the one or more anchors.

[0014] In some embodiments, the method further comprises transmitting the visual indicia data to one of the portable computing device or a server associated with the portable computing device. The manufacturing attribute may include at least one of a make, a distributor, a batch, or a model of the one or more anchoring devices. The manufacturing attribute may include at least one of an installer, an installation date, or a supervisor.

[0015] Scanning visual indicia data may include scanning RFID tags on components of the one or more anchoring devices using the RFID sensor of the personal computing device.

[0016] Also contemplated is a computer program product comprising a non-transitory computer-readable storage medium encoded with computer program code that, when executed on a processor of a computer, causes the computer to perform various steps.

[0017] A system is also provided. The system includes one or more processors operably coupled to one or more memories, the one or more processors configured to: generate an architectural model of a building to be constructed at a construction site; identify, within the architectural model, locations for installing one or more anchors within structural elements of the architectural model; transmit the architectural model to a portable computing device at the construction site; and identify a position of the portable computing device relative to a given location.

[0018] In one exemplary embodiment, an anchor system for installation within a support structure includes at least one anchor device having: a locking plate configured to be secured relative to a formwork for forming a concrete support; an elongated anchor having a connector segment at one end for connection to a construction tool; a coupler mounted to the elongated anchor; and a cover mounted about the elongated anchor and movable to be positioned over the coupler and the locking plate. The coupler is operable to couple to the locking plate to at least partially secure the elongated anchor to the locking plate. The coupler defines a central opening configured to at least partially receive the connector segment of the elongated anchor, and wherein the coupler and the connector segment include cooperating structures to releasably secure the coupler and the elongated anchor. In an embodiment, the coupler defines internal threads at least partially surrounding the opening, and wherein the connector segment of the anchor includes external threads configured to threadably engage the internal threads of the coupler to releasably secure the coupler and the elongated anchor.

[0019] The locking plate and the coupler include cooperating structures configured to secure the coupler to the locking plate. The locking plate may define a plate aperture and at least one keyway adjacent the plate aperture. The coupler includes a central section defining the coupler opening and at least one wing depending from the central section. When in a first rotational orientation of the coupler and the locking plate, the central section and the at least one wing are respectively receivable within the plate aperture and the at least one keyway of the locking plate, whereby relative rotational movement of the coupler and the locking plate relative to their second rotational orientation at least partially secures the coupler to the locking plate. The locking plate may define two opposing keyways, and wherein the coupler includes two opposing wing portions, the wing portions being correspondingly sized to be received within the two opposing keyways when in the first rotational orientation of the coupler and the locking plate.

[0020] The cover defines a cover channel for receiving the connector segment of the elongated anchor. In an embodiment, the cover defines internal threads around the cover channel, the internal threads being configured to cooperate with the threaded segment of the elongated anchor to advance the cover relative to the elongated anchor.

[0021] The locking plate may include at least one fastener opening configured to receive a fastener for securing the locking plate to the formwork.

[0022] The system may include a plurality of anchoring devices.

[0023] In one exemplary embodiment, a method of construction is disclosed. The method includes anchoring at least one anchoring device to a formwork for creating a concrete support structure by:

[0024] securing a locking plate of the at least one anchoring device to a plate of the formwork;

[0025] coupling an elongated anchor of the at least one anchoring device to the locking plate, the elongated anchor comprising external threads;

[0026] advancing a cover of the at least one anchoring device along the elongated anchor to position against the plate;

[0027] depositing concrete within the form to create the concrete support structure, whereby the cover isolates at least a portion of the external threads of the elongated anchor from the concrete; and

[0028] The plate is removed to at least partially expose the cover and the at least a portion of the external threads of the elongated anchor.

[0029] Depositing concrete may include establishing an isolated internal cavity within the cover, wherein at least a portion of the external threads of the anchor extend within the internal cavity. Coupling the elongated anchor may include installing a coupler of the at least one anchoring device around the external threads of the elongated anchor and connecting the coupler to the locking plate. In an embodiment, the coupler includes internal threads, and wherein installing the coupler includes threaded engagement of the coupler with the external threads of the anchor. In certain embodiments, the locking plate defines a plate aperture and at least one keyway adjacent the plate aperture, and the coupler includes a central segment defining a coupler opening and at least one wing depending from the central segment, wherein the method further includes positioning the central segment and the at least one wing within the plate aperture and the at least one keyway of the locking plate, respectively, and rotating the coupler to secure the coupler and the anchor relative to the locking plate.

[0030] The cover may define a cover channel having internal threads, and wherein advancing the cover includes threadably coupling the internal threads of the cover to the external threads of the elongated anchor. The method may further include attaching a tool relative to at least a portion of the external threads of the anchor after removing the plate. The tool may include a threaded segment, and wherein attaching the tool includes threadably coupling the tool to the portion of the external threads of the anchor. The method may further include supporting construction equipment, materials, supplies, safety hooks, and perimeter fall cables using the tool. The tool may be an anchor clamp. The method may also include anchoring a plurality of anchoring devices to the formwork.

[0031] In another illustrative embodiment, an anchor system for installation in a concrete support includes at least one anchor device, the at least one anchor device comprising: a locking plate configured to be secured relative to a form used to form the concrete support; an elongated anchor including a connector segment at one end for connection to a work tool; a coupler mounted to the elongated anchor and manipulable to couple to the locking plate to at least partially secure the elongated anchor to the locking plate; a cover mounted about the elongated anchor and movable to be positioned over the coupler and the locking plate; and an anchor clamp engageable with the connector segment of the elongated anchor.

[0032] Other advantages of the construction anchoring system will be understood from the following description. BRIEF DESCRIPTION OF THE DRAWINGS

[0033] Various aspects and features of the present disclosure are described below with reference to the accompanying drawings, in which:

[0034] Figure 1 is an exploded perspective view of a construction anchor system according to the principles of the present disclosure, illustrating an anchor device including an elongated anchor, a cover, a coupler, and a locking plate;

[0035] Figure 2 is a perspective view showing the cover and coupler installed relative to the elongated anchor with the locking plate separated from the other components;

[0036] Figure 3A 、 Figure 3B and Figure 3C They are perspective, top and bottom views of the locking plate respectively;

[0037] Figure 4A and Figure 4B They are perspective and top views of the coupler, respectively;

[0038] Figure 5A 、 Figure 5B and Figure 5C are respectively a top perspective view, a bottom plan view, and a bottom perspective view of the cover;

[0039] Figure 6 It shows that according to Figures 1 to 5C A perspective view of an exemplary use of the system for securing a locking plate to a concrete form;

[0040] Figure 7 is a perspective view showing an elongated anchor with an installed coupler being introduced into a locking plate according to one exemplary method of use of the system;

[0041] Figure 8 is a perspective view showing a coupler installed in a locking plate according to one exemplary method of using the system;

[0042] Figure 8A is a perspective view showing a center section and wings of a coupler received within a plate aperture of a locking plate and a keyway of a plate segment according to one exemplary method of use of the system;

[0043] Figure 9 is a diagram similar to FIG. 1 showing one exemplary method of use of the system according to which the coupler is rotated within the locking plate to secure the wings beneath the locking plate, thereby securing the coupler to the locking plate. Figure 8A 's view;

[0044] Figure 9A FIG. 1 is a diagram illustrating a coupler fixed relative to a locking plate and a cover advanced along an elongated anchor according to an exemplary method of use of the system. Figure 9 a cross-sectional view taken along line 9A-9A;

[0045] Figure 10 is a cross-sectional view illustrating a cover secured against a locking plate by rotation of the cover about an elongated anchor according to one exemplary method of use of the system;

[0046] Figure 11 is a diagram illustrating an anchoring device of the system secured to a formwork of a concrete form according to an exemplary method of use of the system;

[0047] Figure 12 is a perspective view showing a plurality of anchoring devices of an anchoring system secured to a formwork of a concrete form according to an exemplary method of use of the system;

[0048] Figure 13is a diagram illustrating an exemplary method of using the system in which concrete is deposited in a concrete form while anchoring devices are embedded in the concrete. Figure 12 's view;

[0049] Figure 14 is a cross-sectional view illustrating an anchoring device embedded in a concrete structure according to an exemplary method of use of the system, wherein the cover and external threads of the elongated anchor are exposed upon removal of the formwork;

[0050] Figure 15 is a perspective view further illustrating the cover and external threads exposed when a form is removed from a concrete structure according to an exemplary method of using the system;

[0051] Figure 16 is a perspective view showing a coupling tool and a support hook secured to an elongated anchor according to an exemplary method of use of the system;

[0052] Figure 17 is a perspective view illustrating a plurality of anchoring devices of the system within a concrete structure, and further illustrating a coupling tool and a support hook mounted to each elongated anchor according to an exemplary method of use of the system;

[0053] Figure 18 is a diagram showing a coupling tool and a support hook secured to a single elongated anchor member of an anchoring device according to an exemplary method of use of the system. Figure 17 Magnified view of the isolated area depicted in;

[0054] Figures 19 to 21 are front, side, and perspective views of an anchor clamp illustrating an exemplary anchor clamp to be secured to an anchor according to an exemplary apparatus and method of use of the system; and

[0055] Figure 22 FIG. 1 is a diagram showing an exemplary method of using the system according to which the anchor is mounted on the anchoring device. Figures 19 to 21 A view of the anchoring fixture;

[0056] Figure 23 is a side view of another embodiment of a locking plate for use with the anchor device of the present disclosure;

[0057] Figure 24 yes Figure 23 A perspective view of a locking plate;

[0058] Figure 25 yes Figures 23 to 24 a top view of the locking plate;

[0059] Figure 26 yes Figures 23 to 25a bottom view of the locking plate;

[0060] Figures 27 to 29 are first and second perspective and cross-sectional views, respectively, of an embodiment of a mount of the present disclosure;

[0061] Figure 29A An annular support member is shown mounted to an anchoring device;

[0062] Figure 30 A computer system for installing an anchoring device is shown, on which one or more embodiments of the present invention may be implemented, and a server and a portable computing device in communication with the server are shown;

[0063] Figure 31 Shown Figure 30 A portable computing device of the system;

[0064] Figure 32 is a flow chart illustrating a system and method for use in conjunction with a computing system for installing an anchoring device;

[0065] Figure 33 showing a visual display of a portable computing device identifying a location for installing an anchoring device;

[0066] Figure 34 An exemplary embodiment of an actuator for installing an anchoring device is shown;

[0067] Figure 35 shows a distributed communication / computing network according to which one or more embodiments of the present disclosure may be implemented;

[0068] Figures 36A to 36C Another anchoring device according to the principles of the present disclosure is shown, showing an anchor rod, a locking plate, and a cover;

[0069] Figures 37A to 37C Shown Figures 36A to 36C Anchor rods of the anchoring device;

[0070] Figures 38A to 38D Shown Figures 36A to 36C a locking plate of an anchoring device;

[0071] Figures 39A to 39D Shown Figures 36A to 36C The escutcheon of the anchoring device;

[0072] Figures 40A to 40C Another embodiment of an anchoring device according to the principles of the present disclosure is shown;

[0073] Figures 41A to 41C Shown Figures 40A to 40C Anchor rods of the anchoring device;

[0074] Figures 42A to 42D Shown Figures 40A to 40C The anchoring device of the column anchor; and

[0075] Figures 43A to 43D Shown Figures 40A to 40C Anchoring tool for an anchoring device.

[0076] Figure 44 is a flow chart describing an illustrative use of an anchoring device. DETAILED DESCRIPTION

[0077] Specific embodiments of the present disclosure are described below with reference to the accompanying drawings. However, it should be understood that the disclosed embodiments are merely examples of the present disclosure and can be implemented in various forms. Well-known functions or configurations are not described in detail to avoid obscuring the present disclosure in unnecessary detail. Therefore, the specific structural and functional details disclosed herein should not be interpreted as limiting, but merely as a basis for the claims and as a representative basis for teaching those skilled in the art to use the present disclosure in virtually any appropriate detailed structure.

[0078] Now refer to Figure 1 , which shows an exploded perspective view of a construction anchor device 100 of the anchor system 10 according to the principles of the present disclosure. Depending on the needs of the construction personnel, the anchor system 10 includes one or more, for example, multiple, construction anchor devices 100. Each construction anchor device 100 includes four components, namely an anchor 102, a locking plate 104, a coupler 106, and a cover 108. The anchor 102 can take a variety of shapes or configurations. In one embodiment, the anchor 102 is integrally formed and includes, for example, an L-shaped rod having a handle 110 and an elongated anchor rod 112 depending from the handle 110. The elongated anchor rod 112 includes a connector segment, for example, in the form of an external thread 114, which extends to a distal end 116 of the elongated anchor rod 112 away from the handle 110. As Figure 2 , when assembled, the elongated anchor rod 112 may be positioned within the cover 108, and the coupler 106 disposed on external threads 114 adjacent the distal end 116. The installed coupler 106 is then introduced and secured within the locking plate 104, as will be discussed in greater detail below.

[0079] Now refer to Figures 3A to 3C , combined with Figures 1 to 2, the locking plate 104 will be discussed. The locking plate 104 can take a variety of shapes or configurations. Although referred to as a "plate," the locking plate 104 does not necessarily need to have a plate-like appearance, but can be any three-dimensional unit, including a box shape, a dome shape, a bowl shape, etc. The locking plate 104 defines a plate segment 118 having a central plate aperture 120 and at least one keyway 122, such as two diametrically opposed keyways 122, each communicating with the central plate aperture 120. Figure 3C , the locking plate 104 defines an interior space 124 that is at least partially confined within an outer wall 126 or within the boundaries of the locking plate 104 below the plate segment 118. As shown, the outer wall 126 can be tapered. Opposing vertical walls or vertical stops 128 at least partially define the interior space 124. The vertical stops 128 limit rotational movement of the coupler 106 within the locking plate 104. At least one fastener opening 130 (e.g., two fastener openings 130) extends through the locking plate 104 for receiving a fastener, such as a screw or nail, for securing the locking plate 104 relative to concrete or a formwork for a concrete form.

[0080] Now refer to Figures 4A to 4B , combined with Figures 1 to 2 , the coupler 106 includes a central coupler segment 132 defining a coupler opening 134 and internal coupler threads 136 surrounding the coupler opening 134. The internal coupler threads 136 of the coupler 106 threadably engage the external threads 114 of the elongated anchor rod 112 to mount the coupler 106 to the anchor 102. The coupler 106 also includes at least one (e.g., two) diametrically opposed wings 138 depending from the central coupler segment 132. The central coupler segment 132 and the wings 138 are cooperatively sized to be received within the central plate aperture 120 and the keyway 122, respectively, of the locking plate 104.

[0081] Reference Figures 5A to 5C, the cover 108 will be discussed. The cover 108 can be in the shape of a frustum; however, other shapes are also contemplated. The cover 108 includes a central cover passage 140 for receiving and passing the elongated anchor rod 112 of the anchor 102. The cover 108 also defines inner cover threads 142 for threadedly engaging the outer threads 114 of the anchor 102. The cover 108 includes an outer cover wall 144 that defines an inner cavity 146 that is sized for positioning on the locking plate 104 and the coupler 106. The cover 108 can include supports in the form of internal ribs 148 and the like to increase the stability of the cover 108. The outer cover wall 144 of the cover 108 is sized to form a close tolerance relative to the outer wall 126 of the locking plate 104 to establish a fluid-tight fit or seal with the outer wall 126 of the locking plate 104 - the importance of which will be discussed in more detail below. In an embodiment, the outer wall 126 of the locking plate 104 and the outer cover wall 144 of the cover 108 have similar tapered arrangements. The cover 108 may also include an RFID tag or barcode, schematically depicted as reference numeral 109. The cover 108 defines an outer surface taper of the outer cover wall 144 ranging from approximately 3° to approximately 11°, or approximately 7°, relative to the longitudinal axis of the cover. This tapered arrangement creates an effective shoulder engagement with the concrete as the concrete cures. The tapered arrangement of the cover 108 may also create a Morse taper effect between the outer cover wall 144 and the cured concrete, further enhancing the retention of the cover 108 within the cured concrete until the cover 108 is removed.

[0082] Each of the components of the construction anchor 100 can be formed from a suitable rigid polymeric or metallic material. In an embodiment, at least the anchor 102 is formed from a suitable metal, such as stainless steel. At least some, or potentially all, of the components include an RFID tag, barcode, or other machine-readable indicia that can be scanned by a scanning device (e.g., an RFID scanner or barcode reader) to provide information about the installed product or installation parameters, as discussed below. At least the cover 108 can be made in multiple colors (e.g., color-coded) to correspond to the tradesperson or construction worker who intends to use a particular construction anchor 100. More specifically, a specific color can be associated with a specific construction worker to help the worker identify the construction anchor 100 to be associated with his / her equipment.

[0083] As previously mentioned, the anchor system 10 is intended for use with concrete or concrete support structures associated with residential or commercial building construction. The anchor system 10 can be embedded within horizontal or vertical beams, floors, or ceilings. The following discussion will focus on the use of the anchor system 10 in an application involving a horizontal beam being constructed during the construction phase. However, it should be understood that the anchor system 10 has many applications, including those mentioned above and many others.

[0084] During the formation of the horizontal beam, a formwork for the concrete beam is constructed using, for example, plywood or any other suitable material. Generally speaking, the formwork comprises a lower horizontal formwork and two vertical formworks depending upwards from the horizontal formwork. Figure 6 For illustration purposes, only the horizontal form "h" is shown. According to one exemplary method of using the anchoring system of the present disclosure, the locking plate 104 is secured to the inner surface of the horizontal form "h," i.e., the surface that will contact and support the poured concrete. The locking plate 104 is secured to the horizontal form "h" using nails, fasteners, or screws "f," which are introduced into the fastener openings 130 of the locking plate 104 and secured to the horizontal form "h," as shown. Figure 6 As depicted. Figure 7 , the coupler 106 is threaded onto the distal end 116 of the anchor rod 112, and the cover channel 140 of the cover 108 is positioned over the handle 110 of the anchor 102 and slid down the anchor rod 112 as shown. Figure 7 As shown by directional arrow “d” in FIG. 1 , the anchor 102 and coupler 106 are advanced toward the locking plate 104 .

[0085] Now refer to Figure 7 、 Figure 8 and Figure 8A The coupler 106 is introduced into the plate segment 118 of the locking plate 104 by aligning the central coupler segment 132 and the coupler wings 138 with the central plate aperture 120 and the keyway 122 of the plate segment 118 of the locking plate 104, respectively, corresponding to the first relative rotational orientation of the coupler 106 and the locking plate 104. Figure 8A The center coupler segment 132 and wings 138 are shown received within the center plate aperture 120 and keyway 122 and disposed within the interior space 124 of the locking plate 104 below the plate segment 118. Figure 9, by rotating the handle 110 of the anchor 102 in the direction of the directional arrow “r”, the coupler 106 is rotated through a predetermined rotational angular sector to reach a second relative rotational orientation of the coupler 106 and the locking plate 104, whereby the wing 138 of the coupler 106 is displaced from the keyway 122 and is disposed below the plate segment 118 of the locking plate 104, engaging the vertical stop 128 within the interior space 124 of the locking plate 104, thereby coupling the coupler 106 and the anchor 102 to the locking plate 104.

[0086] Now refer to Figures 9A to 10 , the cover 108 is threaded along the external threads 114 (via threaded engagement of the cover internal threads 142 and the external threads 114 of the anchor rod 112) until it engages the horizontal template "h", as shown Figure 10 During advancement of the cover 108, the anchor 102 and coupler 106 may also be retracted relative to the locking plate 104 (in the direction of directional arrow “k”), whereby the wings 138 of the coupler engage the downwardly depending walls defining the center plate aperture 120 to further secure or lock the coupler 106, and therefore the anchor 102, relative to the locking plate 104.

[0087] like Figure 10 As further depicted, the outer cover wall 144 of the cover 108 fits precisely over the outer wall 126 of the locking plate 104, that is, with close tolerances, and, in embodiments, establishes a substantially fluid-tight seal with the outer wall 126 of the locking plate 104. This minimizes or prevents any concrete from entering the interior cavity 146 of the cover 108 during the pouring of the concrete and during the curing of the concrete. Figure 11 The construction anchor device 100 is shown installed relative to a horizontal form "h".

[0088] Now refer to Figure 12 , a plurality of construction anchors 100 as part of the anchor system 10 are mounted to the horizontal formwork "h" at predetermined locations selected by the contractor. As described above, these locations preferably correspond to where equipment (e.g., wires, pipes, safety cables, safety hooks, etc.) will be "laid" or positioned in the structure. Figure 12 , a concrete form "m" is shown having a vertical form "v" and a horizontal form "h", and further showing a construction anchoring device 100 disposed inside the concrete form "m". Figure 13 The horizontal beam "b" formed as the concrete cures is shown, and the construction anchors 100 permanently embedded within the horizontal beam "b" are depicted in phantom. Figure 13 , the horizontal template "h" and the vertical template "v" are removed.

[0089] The locking plate 104 and coupler 106 are removed relative to the external threads 114 of the anchor rod 112. The locking plate 104 and coupler 106 can be removed simply by rotating the coupler 106 and locking plate 104 simultaneously until the internal coupler threads 136 of the coupler 106 disengage from the external threads 114 of the anchor rod 112. (See, e.g., Figure 9A Alternatively, the locking plate 104 may be rotated to align the keyway 122 of the locking plate 104 with the wing 138 of the coupler 106 ( Figure 8A ), and then unscrew the coupler 106 from the external thread 114 of the anchor rod 112, and the locking plate 104 can be disengaged from the coupler 106.

[0090] Reference Figure 14 and Figure 15 , after the forms "h", "v", the locking plates 104 and the couplers 106 are removed, the cover 108 remains within the horizontal beam "b". This is due to the fit of the shoulder of the cover 108 or the Morse taper created between the outer cover wall 144 and the cured concrete. As mentioned, during the curing of the concrete, the cover 108 prevents concrete from entering its inner cavity 146, thereby forming an accessible cavity in the horizontal beam "b" through which the end portion of the external thread 114 of the anchor rod 112 extends. Specifically, the external thread 114 is accessible for coupling to additional coupling tools, construction tools, mounting members, safety hooks, safety cables, etc. In some embodiments, the cover 108 can be removed or pried off from the horizontal beam "b" if desired. In other embodiments, the cover 108 can remain in the cured concrete. Figure 16 An internally threaded coupling tool 200 is shown engaged with the external threads 114 of the anchor 102 , and a support or safety hook 300 is shown threadedly engaged with the coupling tool 200 . Figures 17 and 18 The coupling tool 200 and hook 300 are shown fixed relative to the construction anchor device 100. Figure 17 As shown, a plurality of anchors 102 and hooks 300 can be secured along a horizontal support beam "b" to support materials, supplies, or safety equipment (e.g., perimeter cables), each schematically identified as reference numeral 400, which may also include wires, pipes, sprinklers, ductwork, safety cables, safety hooks or nets, etc. It is also contemplated that separate rows of anchors 102 can be positioned for use by different construction personnel, e.g., row "r1" of construction anchors 100 can be used by electricians, row "r2" of construction anchors 100 can be used by plumbers, etc. It is further contemplated that the covers 108 can be color-coded, e.g., "red for electricity, blue for plumbing, orange for HVAC, etc." This also enhances the usability and organization of the anchor system.

[0091] Now refer to Figures 19 to 21 , shows an exemplary anchoring clamp for use with the construction anchoring device 100 of the present disclosure. The anchoring clamp 500 can be used instead of combining Figures 12 to 17 The coupling tool 200 described in the discussion above is provided. The anchor clamp 500 is sized to support materials, supplies, or safety equipment (e.g., perimeter cables), including wires, pipes, sprinklers, ductwork, safety cables, safety hooks, or nets, among others. In one exemplary application, the anchor clamp 500 is used to support cables or wires when one or more of the anchor clamps 500 are secured to corresponding one or more of the construction anchor devices 100. The anchor clamp 500 includes a body 502 having a pair of levers or grips 504 at one end and an anchor coupler 506 at the other end. The grips 504 are interconnected by a bridge 508. The anchor coupler 506 is segmented to define two opposing coupler segments 506a that are movable radially toward and away from each other upon corresponding relative movement of the grips 504. For example, movement of the gripping portion 504 in a radially inward direction (indicated by directional arrows GRi) causes the coupler segments 506a to correspondingly move radially outward (indicated by directional arrows CRo) in a manner similar to a clothespin. In one exemplary embodiment, the gripping portion 504 and the coupler segments 506a generally pivot or hinge about the bridge 508, such as at the joint of the bridge 508 and the corresponding gripping portion 504.

[0092] The anchor coupler 506 may include internal structures 510, such as ribs, threads, protrusions, bumps, knurls, etc., to help engage the external threads 114 of the elongated anchor rod 112 to secure the anchor coupler 506 to the anchor rod 112. In one exemplary embodiment, the internal structures 510 are as follows: Figure 21 The pattern of alternating ribs and recesses shown. In another exemplary embodiment, the internal structure may include threads.

[0093] The anchoring clamp 500 may be made of any suitable material. In one exemplary embodiment, the anchoring clamp 500 is formed of two halves that are secured to one another by conventional means including screws, adhesives, snap fits, etc. Alternatively, the anchoring clamp 500 may be formed entirely of a polymeric material. In its initial or resting state, the anchoring clamp 500 exhibits Figures 19 to 21. In the initial condition, the anchor coupler 506 of the anchor clamp defines an internal dimension that is at least equal to or less than the diameter of the external threads 114 of the construction anchor device 100 to establish a fixed relationship with the external threads 114 of the construction anchor device 100. The fixed relationship is enhanced by the engagement of internal structure 510 (e.g., ribs, recesses, and / or threads) with the external threads 114 of the construction anchor device 100. As the gripping portions 504 are moved toward each other (directional arrows GRi), the coupler segment 506a is displaced (directional arrow CRo) to increase the internal dimension of the anchor coupler 506 for placement around the external threads 114 of the anchor rod 112. Release of the gripping portions 504 causes the anchor clamp to move toward its initial condition, wherein the internal structure 510 of the anchor coupler 506 is locked to the external threads 114 of the anchor 102.

[0094] Additionally, the body 502 of the anchor clamp 500 defines a channel 512 extending between the bridge 508 and the anchor coupler 506. The channel 512 can receive a cable or wire therethrough, thereby securing the cable along a ceiling, wall, or column to which the construction anchor device 100 is secured, as discussed above.

[0095] Figure 22 An anchor clamp 500 is shown secured to the external threads 114 of an anchor 102 of an anchoring device. Also schematically shown is a cable / wire 600 extending through a passageway 512 of the anchor clamp 500. In use, the anchor clamp 500 may initially be secured to the external threads 114 of the anchor 102, and the cable 600 passed through the passageway 512. In the alternative, the cable 600 may be passed through the passageway 512, and the anchor clamp 500 subsequently mounted to the anchor 102. It is contemplated that multiple anchor clamps 500 may be secured to an anchoring system (such as a combination of Figures 12 to 17 ) to run cables along poles, ceilings, walls, etc. The anchor clamp 500 eliminates the need for the coupling tool 200. Specifically, as discussed above, the anchor clamp 500 can be directly secured to the anchor 102 of each construction anchor device 100.

[0096] In an alternative embodiment, the anchor coupler 506 may include internal threads as an internal structure sized to threadably engage via relative rotation of the anchor clamp 500 about the external threads 114 of the anchor 102 to secure the anchor clamp 500 to the anchor 102 .

[0097] Now refer to Figures 23 to 26 , shows another embodiment of the locking plate of the construction anchor device 100. The locking plate 700 is similar to Figures 3A to 3C700, but includes an internally threaded aperture 702. The internally threaded aperture 702 extends at least partially through the locking plate. In an embodiment, the internally threaded aperture 702 extends completely through the locking plate 700. The internally threaded aperture 702 directly cooperates with the external threads 114 of the elongated anchor rod 112 to secure the elongated anchor rod 112 to the locking plate 700. Thus, according to this exemplary embodiment, no internally threaded aperture 702 is required. Figures 3A to 3C The keyway 122 present in the locking plate 104 is also omitted. Furthermore, the coupler 106 is not required, as the anchor rod 112 is secured by its external threads 114 cooperating with the threads of the internally threaded aperture 702 of the locking plate 700. In some methods, the elongated anchor rod 112 is screwed down through the internally threaded aperture 702 to abut the formwork. In certain embodiments, the elongated anchor rod 112 is rotated so that the external threads 114 at least partially penetrate the formwork. The locking plate 700 further includes four fastener openings 704 extending through the locking plate 700 for receiving corresponding fasteners, such as screws or nails, for securing the locking plate 700 relative to the concrete or concrete formwork. The locking plate 700 may include an active or passive RFID tag, schematically indicated by reference numeral 708. The RFID tag 708 facilitates tracking information regarding the installed construction anchor device 100 and other installation parameters, as discussed below. Alternatively or additionally, a barcode may be used. The locking plate 700 can be removed after curing of the concrete by rotating the locking plate 700 away from the external threads 114 of the anchor rod 112 to allow access to the external threads 114 for subsequent installation of a tool, such as the coupling tool 200 or the anchor clamp 500, in the manner discussed above.

[0098] Now refer to Figures 27 to 29 , shows another embodiment of a device 750 for installation onto the exposed external threads 114 of an elongated anchor rod 112 after a concrete column is poured and cured. The device 750 is intended to be used in place of or prior to the use of the coupling tool 200 or anchor clamp 500 discussed above. The device 750 includes a head 752 (e.g., a hexagonal head), a collar 754, and an internally threaded cylinder 756. The device is installed onto the external threads 114 of the elongated anchor rod 112 by threaded engagement with the internal threads 758 of the threaded cylinder 756. The device 750 can be color-coded to identify the type of equipment (e.g., electrical, plumbing, piping, etc.) to be coupled to the anchor device, as discussed above. The device 750 can also protect the external threads 114 of the anchor rod 112 prior to installation of another coupling tool or anchor clamp (e.g., the coupling tool 200 or anchor clamp 500 discussed above). The device 750 can be used to secure various coupling tools to the external threads 114 of the anchor rod 112. For example, referring to Figure 29A, the device 150 can be used to secure the annular support 760 to the construction anchor 100. A locking washer 762 can be used to facilitate securing the annular support 760 relative to the external threads 114 of the construction anchor 100. The annular support 760 can take on various configurations, including but not limited to semicircular, oval ring, and other designs. It is contemplated that various cables, plumbing equipment, and HVAC components can be passed through the opening of the annular support 760.

[0099] In other embodiments, the elongated anchor rod 112 may include internal threads rather than external threads. The internal threads may be coupled to an externally threaded coupling tool, anchor, or device in the same manner as described in the previous embodiments. Alternatively, other connection mechanisms for the anchor rod 112 and the coupling tool are contemplated, including but not limited to bayonet couplings, snap-fit connections, friction tolerances, and the like, as will be appreciated by those skilled in the art.

[0100] Now refer to Figure 30 , showing a framework for a comprehensive system and method for installing equipment at a construction site according to one or more embodiments of the present disclosure. In an exemplary embodiment, the system and method 800 will be discussed in conjunction with the installation of any one of the construction anchor devices 100 of the present disclosure described above. However, it should be understood that the system and method 800 can have different applications and can be implemented in the installation of any type of construction equipment. Generally speaking, the system and method include utilizing building information modeling (BML) to develop a model of a building to be constructed or in a partially constructed stage, such as a 2D or 3D model, as a template to assist construction personnel in correctly positioning and installing the construction anchor devices 100. In particular, the model will be used to ensure that a plurality of construction anchor devices 100 are accurately installed at predetermined locations within the construction site as set forth in plans, designs, existing building codes, OSHA requirements, and the like. Generally speaking, the model can be made available via a wireless connection and / or the internet for access by a portable computing device, such as a smartphone, tablet, laptop, iPhone, or the like (hereinafter referred to as a PCD) carried by a construction worker, mounted to an actuator, or mounted to a remote robot to help identify the correct locations for installation of all construction anchor devices 100 for any of the equipment installation applications mentioned above. Software for generating a model with location indicators for the anchor devices can be available as a downloadable application on a subscription basis. In some applications, the location indicators of the individual construction anchor devices 100 to be installed will be incorporated into the model after its generation as input (e.g., as an overlay), or initially incorporated as data used to generate the original model. It is further contemplated that the model can be continuously updated in response to input from the field, for example, based on data obtained by a PCD at the construction site.

[0101] The system and method 800 includes a host server 802 and the aforementioned PCD 900. The host server 802 includes a controller or processor 804 having a memory 806 with software or logic programmed to perform various functions associated with the aforementioned detection and positioning processes. According to an embodiment of the present application, the server 802 includes a visual or graphical display 808, a user input 810 (such as a computer keyboard and / or mouse), and a media interface 812 (e.g., a wireless or electrical / mechanical connection such as a USB port or CD-ROM) to allow the import of program instructions. These components are well known in the art and do not require further discussion.

[0102] The system further includes a Building Information Management (BIM) data management module 814 coupled to a BIM database 816. The BIM database 816 includes data used in model or map development, including 2D or 3D modeling of a building to be constructed or developed, or which may be in a partially constructed stage. The models generated by the BIM module 814 typically describe in detail the design, development, and construction documentation for building components, systems, equipment, and parts (including heating, HVAC, plumbing, electrical, concrete construction columns, steel I-beams, flooring, etc.). Preferably, the model or models constructed are as complete as possible to include all building components, systems, equipment, and parts. In an exemplary embodiment, the model or models generated by the BIM module 814 include the locations of all construction anchor devices 100 to be installed at the construction site for all equipment applications. When a model is first generated by the BIM module 814, data related to positioning indicators for the anchor device locations may be available as data in the BIM database 816. Alternatively or additionally, this data may be input via user input and / or interface 810 and subsequently incorporated into the model. As a further alternative, feedback received from the PCD 900 may be incorporated into the model to update the model as installation of the anchor device progresses.

[0103] Server 802 also includes a network interface I / F 818 that enables wireless or wired communication between server 802 and PCD 900 at the construction site. Thus, network interface I / F 818 directs data to be received and potentially displayed by PCD 900, and receives data from PCD 900. This data may include only certain portions of the model of interest to the construction crew (e.g., areas of the building where anchors need to be installed), or may include a model of the entire building to be constructed. The network I / F (which may include, for example, a modem, a router, and an Ethernet card) enables the system to be coupled to other data processing systems or devices (such as remote displays or other computing and storage devices) via an intervening private or public computer network (wired and / or wireless).

[0104] As used herein, the term "processor" refers to one or more individual processing devices, including, for example, a central processing unit (CPU), a microprocessor, a microcontroller, an application specific integrated circuit (ASIC), a field programmable gate array (FPGA), or other types of processing circuitry, as well as portions or combinations of these circuit system elements.

[0105] Additionally, the term "memory" refers to memory associated with the processor, such as, for example, random access memory (RAM), read-only memory (ROM), removable storage devices, fixed storage devices, and / or flash memory. Media interface I / F 812 may be an example of removable memory, while the other types of memory mentioned may be examples of memory 806. Furthermore, the terms "memory" and "medium" may be considered examples of what is more generally referred to as a "computer program product." A computer program product is configured to store computer program code (i.e., software, microcode, program instructions, etc.). For example, when loaded from memory 806 and / or media interface I / F 812 and executed by processor 804, the computer program code causes the device to perform functions associated with one or more components and techniques of system and method 800. Given the teachings provided herein, one skilled in the art will readily be able to implement such computer program code. Similarly, the components and techniques described herein may be implemented by a computer program product including computer program code stored on a "computer-readable storage medium." Other examples of computer program products that implement embodiments of the present invention may include, for example, optical disks or magnetic disks. Further, the computer program code may be downloaded from the network I / F 918 for execution by the system.

[0106] Furthermore, an I / O interface formed by the media interface 812 and the network interface 818 may be used to input data to the processor 804 and to provide initial, intermediate, and / or final results associated with the processor 804 .

[0107] Now refer to Figure 31 , PCD 900 will be discussed. PCD 900 will include the necessary hardware components for communicating or interacting with server 802. The PCD includes a network interface I / F 902 with wireless capabilities (e.g., 4G or 5G) to enable wireless communication with the network interface I / F 818 of the server 802 or any wireless system installed at the construction site. Alternatively, the connection to the server 802 can be through a wired network using Ethernet cables, multiple routers, switches, etc. to transmit data. PCD 900 includes a conventional processor 904 and a memory 906 that stores software instructions that can be executed by the processor 904.

[0108] PCD 900 also includes a display 908, such as an LED or LCD screen for displaying model data, and user input 910, for example, in the form of a mouse, keyboard, or touchscreen for inputting data. PCD 900 also includes a position indicator module 912, which is configured to determine the position or orientation of PCD 900 relative to the model generated by the BIM model module 814 for the construction building / site. In one exemplary embodiment, position indicator module PCD 912 requires the installation of a proprietary application that is downloaded by the user, for example, on a subscription basis, to memory 906 of PCD 900. In some embodiments, access to the application may be tiered, meaning that certain tiers may have higher functionality than other tiers, resulting in a higher subscription price for the higher-functionality tiers. Alternatively or additionally, an existing web browser hosting the application may be available. Position indicator module 912 may comprise any type of software capable of receiving input from various sensors or components associated with PCD 900 to determine the position of PCD 900 relative to the construction or building site model.

[0109] Any conventional outdoor and / or indoor positioning system is contemplated as a component of the position indicator module 912 and can be incorporated into the position indicator module 912 to determine the precise location of the PCD 802 .

[0110] The PCD 900 further includes a plurality of sensors or components that can be used individually or in combination as a positioning system to track the position of the PCD 900 relative to the generated building model and provide data related to the anchor installation process back to the server. These sensors include, but are not limited to, WIFI 914, Bluetooth 916, a camera 918, a global positioning system (GPS) sensor 920, a gyroscope 922, a magnetometer 924, an accelerometer 926, a proximity sensor 928, and a radio frequency identifier device or sensor (RFID) 930. These sensors are incorporated into most commercially available smartphones, tablets, and portable computers.

[0111] In some embodiments, a GPS sensor 920 is used in a conventional manner to track the PCD 900 relative to the generated model of the building. The GPS sensor 920 is effective in open construction where a direct line of sight to the PCD 900 is available. Cellular-based triangulation methods utilizing GPS are also contemplated. In other embodiments, WIFI positioning methods such as WPS or Wipes / WFPS can be used alone with WIFI 914 or in combination with GPS capabilities by tracking the position of the PCD 900 relative to nearby known Wi-Fi hotspots (one or more of which may be installed at the commercial location). Bluetooth Low Energy (BLE) technology can be utilized, with signals from reference beacons set up at the commercial location being the core of the indoor location technology. The PCD 900 detects signals from the beacons using Bluetooth 916 and can roughly calculate the distance to the beacon, thereby estimating the location of the PCD 900. This data is sent to a reader along with the location signal. Active RFID location tracking systems utilizing active or passive RFID tags positioned to known reference points detectable by the RFID or module 930 are also contemplated.

[0112] In other exemplary embodiments, the magnetometer 924 of the PCD 900 can be used alone or to enhance other methods in which a "fingerprinting" technique is used to map the magnetic field at the construction site, and the magnetometer 924 can then use the map to find the position of the PCD 900 relative to the generated map. In other embodiments, an inertial navigation method can be utilized that combines the accelerometer 926 and gyroscope 922 of the PCD 900 to continuously calculate the position, orientation, and velocity (direction and rate of movement) of the PCD 900 based on an initial reference or known starting point. A visual positioning method including the camera 918 of the PCD 900 can determine the position of the PCD 900 by decoding position coordinates from a visual reference marker that is encoded with the marker's position coordinates.

[0113] Exemplary positioning methods are disclosed in US Patent No. 9,539,164 to Sanders and US Patent No. 9,749,780 to Huang et al., the entire disclosure of each of which is incorporated herein by reference.

[0114] In other embodiments, an infrared (IR) sensor station can be mounted, for example, on a tripod and calibrated. Light emitted from an IR LED is reflected from, for example, the PCD 900 or a component to which the PCD is mounted and captured by a detection photodiode to produce a signal that is a function of the distance between the sensor and the surface. This technology can be used alone or in conjunction with the aforementioned GPS and orientation sensors discussed above to correctly locate one or more subsequent anchor placement locations based on a previously stored reference anchor or some other known reference point within the construction site.

[0115] In another aspect of the present disclosure, the RFID sensor 930 of the PCD 900 can be used to scan an RFID tag mounted on or associated with a component of the construction anchor 100, such as a tag mounted on the cover 108 ( Figures 5A to 5C ) tag or code 109 or the RFID tag 708 of the locking plate 700. Scanning the RFID tag with the RFID sensor enables the system 900 to collect information and data about the anchor device that has been installed or needs to be installed. The data may include, but is not limited to, the manufacturer of the components of the anchor device, the batch number, the manufacturing date, the installer, the installation date, and any other metadata that can be used to track the installation and product details and forward them back to the server 802 or PCD 900. This information is important for record keeping, the progress of the anchor installation, etc.

[0116] Now refer to Figure 32, a basic flowchart 1000 is shown, illustrating a method for installing anchor devices according to an exemplary embodiment of the present disclosure. In step 1002, a building model (e.g., a 3D model of a building) is developed by the BIM module 814 using conventional building modeling techniques. In step 1004, data is input into the building model to indicate the locations of the sets of anchor devices to be installed in the building. As mentioned above, each set of anchor devices can be assigned to various types of construction equipment, including but not limited to heating, ventilation, HVAC, electrical, plumbing, security fencing, etc. In some embodiments, the position indicators of the anchor devices may appear as an overlay on the map. In other embodiments, the anchor position indicators in step 1002 may be built into the map. It is further contemplated that step 1004 may be combined, and the data regarding the anchor position indicators incorporated into the original model. Each set of construction anchor devices 100 can be located at any predetermined location within the model of the building site (e.g., within structural concrete columns and supports), thereby providing a mechanism for ultimately installing equipment in an orderly manner without concern for equipment misalignment, interference, etc. Furthermore, the layout of the equipment to be installed can be easily visualized through the generated model by personnel at the server 802 end and the PCD 900 end. In addition, if any adjustments need to be made to the position of any of the construction anchor devices 100, this can be achieved through input at the server 802 end or alternatively at the PCD 900 end.

[0117] In step 1006, the user accesses the PCD and opens the model on the PCD 900 (step 1008) and visualizes the locations of the construction anchors 100 that the operator is responsible for installing. Based on the model or map, the operator proceeds to the set of anchors guided by any of the positioning systems discussed above (step 1010). For example, referring to a diagram similar to Figure 12 of Figure 33 , the visual display 908 of the PDA can present to the user a 3D model of at least the vertical plate "v" and the horizontal formwork "h" and the surrounding environment. The visual display can be indexed, for example where a crosshair "x" is displayed corresponding to the location where the anchoring device is to be installed. In embodiments, it is contemplated that when the PCD 900 is in the appropriate location where the anchoring device is to be installed, the PCD 900 provides, in addition to providing a visual marker of the location of the visual indicator, an auditory indicator (e.g., a beep, a sound indicator), vibration, activation of a light within the PCD 900, or any other means including but not limited to a tactile or visual indicator. The installer then installs the anchoring device in the concrete formwork as described above in conjunction with at least Figures 6 to 16 As discussed (step 1012).

[0118] In addition, the operator uses the PCD's RFID scanner 930 to scan RFID tags associated with various components of the anchor (step 1014). The data obtained from the RFID tags or barcodes can be stored in the PCD 900 and / or transmitted back to the server 802 either by operator instruction or automatically (step 1016). The data obtained by the RFID scanner 930 provides at least two benefits: 1) providing metadata associated with the installed anchor (including manufacturer, installer, installation date, batch number, etc.) for recordkeeping purposes; and 2) providing an indicator that an anchor at this location has been installed. At step 1018, the model is updated to include the information obtained by the RFID scanner 930. The operator then proceeds to install additional construction anchors 100 at the next anchor location shown on the model, following the original or updated model, and installing the additional construction anchors 100 in the same manner. The operator advances to the subsequent position indicator of each anchor in the set and repeats at least steps 1010 through 1016 for each construction anchor 100 .

[0119] For each set of construction anchor devices 100, the Figure 32 The procedure described in the flowchart of FIG. For example, a first set may be installed to support electrical cables. A second set may be installed to support plumbing equipment, etc. A third set may be used to install HVAC equipment, etc. It is contemplated that the model may incorporate different colors as anchor position indicators to correspond to the respective equipment to be installed. For example, red may be used to indicate electrical, blue may be used for plumbing, orange may be used for HVAC, etc. Alternatively or additionally, the model data forwarded from the server may include only those anchor position indicators associated with the installation of a particular equipment.

[0120] Thus, as each anchor or set of anchors is installed, this information is transmitted from the PCD 900 to the server 802. The BIM model is updated (step 1018) to reflect the installation of the selected construction anchors 100. It is contemplated that the updated model may contain markings that distinguish between anchor locations where construction anchors 100 have been installed and those locations where no construction anchors 100 have been installed. For example, installed construction anchors 100 may be indicated on the model as green circles or dots around the anchor location locations, while those without installed construction anchors 100 may be marked on the model as red circles or dots. Alternatively, installed construction anchors 100 may be indicated as solid circles, while uninstalled construction anchors 100 may be open circles. Other visual indicators are also contemplated. Thus, the operator can review the status of the anchor installation process and identify those anchor locations where construction anchors 100 need to be installed.

[0121] It should be understood that Figure 32 The flowcharts include steps that may be combined, may be performed in an order different from that outlined in the diagrams, and / or some steps may be omitted.

[0122] As an additional aspect of the present disclosure, an actuator 1100 is provided to automatically install fasteners of a locking plate into a formwork. Figure 34 An exemplary actuator 1100 according to the present disclosure is schematically illustrated. This actuator 1100 may include any powered drive mechanism 1102 coupled to a plunger 1104 adapted for reciprocating movement in the directions of directional arrows z1, z2. The drive mechanism 1100 may include hydraulic, electro-pneumatic, magnetic, mechanical, or spring-based mechanisms. In certain embodiments, the PCD may be mounted directly to the actuator 1100. The actuator 1100 may include a self-feeding mechanism 1106, wherein locking plates 104, 700 with installed fasteners are loaded into the chamber of the actuator 1100 and sequentially positioned at desired anchoring locations on the template. The actuator 1100 may be activated, whereby the plunger 1104 coupled to the driver 1002 of the actuator 1100 advances in the direction "Z1" to deposit the locking plates 104, 700 at the anchoring location and drive the fasteners through the fastener receiving apertures and into the template. One device that may be adapted to self-feed locking plates and nails or fasteners is disclosed in US Pat. No. 6,302,310 to Lamb, the entire disclosure of which is incorporated herein by reference.

[0123] The actuator 1100 may include a processor 1108 coupled to a memory 1110 and a battery 1112 for operating the actuator. In addition to controlling the movement of the plunger 1104, the processor 1108 may monitor the shelf life of the battery 1012, the number of anchor installations, and control operation of indicators (such as visual indicators that inform the operator of the battery status). The actuator 1100 includes an interface 1114 for transmitting collected data to the server 802 or to the portable computer device 900. In certain embodiments, the actuator 1100 includes a laser depth or distance detector system 1118 adapted to assist the operator in correctly positioning the actuator device 1100 relative to the anchor installation location. The laser distance detection system 1118 can accurately identify the position between an installed anchor used as a reference and the construction anchor device 100 to be installed given the desired distance between the anchor devices. Thus, the laser distance system 1016 can complement the aforementioned positioning system to ensure that the construction anchor device 100 is installed at the proper anchoring location. In certain embodiments, the laser distance detector 1016 may be the sole method for determining the orientation of the next anchor location by utilizing one or more previously installed anchors as a reference and removing the reference anchors for subsequent placement of additional anchors. The laser distance detection system 1118 may include an alarm, such as an audio or visual alarm, when the actuator is in the proper installation position. The audio alarm may gradually increase in volume (e.g., a beep) as the actuator approaches the correct anchor insertion position, and then provide a steady tone when the actuator is precisely positioned at the anchor insertion position. The actuator 1100 may also include a light source (LS) 1120, such as an incandescent or arc lamp, a gas discharge-based lamp, or a light-emitting diode. The light source 1120 may be used when the actuator 1100 is used in dark conditions, at night, or during a power outage at a construction site. It is contemplated that the light source may assist the operator in locating and illuminating the area for anchor installation. In one embodiment, the light source is an LED. A power supply (PS) 1122 external to the actuator or an internal battery (eg, a rechargeable battery) is also provided to power the components of the actuator 1100 .

[0124] In other embodiments, the actuator 1100 may be movable, such as a robot, a remote-controlled robot, a partially manned robot, a transportable unmanned robot, etc. Figure 34 The actuator 1100 is provided with a self-navigation capability by a memory (schematically identified as a moving member 1124) that is controlled by the server 802 or the PCD 900, or a combination of both, and the memory is loaded into the actuator 1100. The moving module is controlled by signals sent by the server 802 or the PCD 900. Those skilled in the art can easily conceive of a method for controlling the movement of the actuator based on the generated orientation signal discussed above.

[0125] Figure 35 1 shows a distributed communication / computing network (processing platform) according to which one or more embodiments of the present invention can be implemented. Figure 34 A communication system 1200 is depicted that includes a plurality of computing devices 1204 - 1 through 1204 -P (collectively referred to herein as computing devices 1204 ) configured to communicate with one another over a network 1202 .

[0126] The network 1202 may include, for example, a global computer network such as the Internet, a wide area network (WAN), a local area network (LAN), a satellite network, a telephone or cable network, or portions or combinations of these and other types of networks (including wired and / or wireless networks).

[0127] As described herein, computing device 1204 can represent a variety of devices. For example, computing device 1204 can include the PDA 900 described above, a portable device (such as a mobile phone, smart phone, tablet computer, computer, client device), etc. Computing device 1204 can alternatively include a desktop or laptop personal computer (PC), a server, a microcomputer, a workstation, an information kiosk, a mainframe computer, or any other information processing device capable of implementing any one or all of the techniques described in detail according to one or more embodiments of the present invention. In other exemplary embodiments, server 802 and PDA 900 can be combined into a single unit and located at the construction site.

[0128] One or more of the computing devices 1204 may also be considered a "user." The term "user" as used in this context should be understood to encompass, by way of example and not limitation, a user device, a person using or otherwise associated with the device, or a combination of both. Thus, operations described herein as being performed by a user may, for example, be performed by a user device, a person utilizing or otherwise associated with the device, or a combination of both, as the context will be apparent from the description.

[0129] Additionally, as described herein, one or more modules, elements, or components described in conjunction with embodiments of the present invention may be geographically distant from one or more other modules, elements, or components. Figures 30 to 34 The modules, elements, or components shown and described in the context of the present invention may be distributed in an Internet-based environment, a mobile phone-based environment, a kiosk-based environment, and / or a local area network environment. The systems and methods are not limited to any particular one of these implementation environments.

[0130] For example, in an Internet-based and / or telephone-based environment, the system is configured to enable a user to identify a user for use on a PCD ( Figure 35 The appropriate installation of the anchor is performed at one of the computing devices 1204 in the , and the image is transmitted to the remote server ( Figure 35 Another of the computing devices 1204 in the embodiment of the present invention is used for processing and analysis such as described in detail herein. At least part of the processing and analysis can be performed at the user end.

[0131] Additionally, for example, in a kiosk-based environment, a device such as PCD 900 ( Figure 35 The image is captured by one of the computing devices 1204 in the example or the user is enabled to select an image, and the image is transmitted to the server ( Figure 35 Another of the computing devices 1204 in the embodiment of the present invention) for processing and analysis as described herein. Similarly, at least part of the processing and analysis can be performed at the user end.

[0132] In a LAN-based environment, all image capture, processing, and analysis can be performed by one or more computing devices ( Figure 35 1204) to execute.

[0133] In one or more embodiments, Figure 35 The computing system environment shown in FIG2 employs a cloud computing platform, where “cloud” refers to a collective computing infrastructure that implements the cloud computing paradigm. For example, according to National Institute of Standards and Technology Publication No. 800-145, cloud computing is a model for enabling ubiquitous, convenient, on-demand network access to a shared pool of configurable computing resources (e.g., networks, servers, storage devices, applications, and services) that can be quickly provisioned and released with minimal management effort or service provider interaction. Cloud-based computing platforms (sometimes also referred to as data centers) are deployed and managed by cloud service providers, which provide computing environments for customers (tenants) to run their applications (e.g., business applications or other). Applications typically run on one or more computing devices (i.e., host devices or hosts) and write data to and read data from one or more storage devices (e.g., hard drives, flash drives, etc.). The storage devices can be remote from the host devices so that they are connected via a communication network. However, some or all of the storage devices can be part of the same computing device that implements the host.

[0134] In one or more embodiments, Figure 35The computing system environment shown in [1] employs blockchain / distributed ledger technology. The terms "blockchain," "ledger," and "distributed ledger" are used interchangeably. As is well known, blockchain or distributed ledger protocols are implemented via a distributed, decentralized computer network of computing nodes. A given blockchain computing node (ledger node) resides on a client, or the client can otherwise access a blockchain computing node. The computing nodes are operatively coupled using a peer-to-peer communication protocol. In the computer network, each computing node is configured to maintain a blockchain, which is a cryptographically secure record or ledger of data blocks representing transactions within a given computing environment. The blockchain is secured using cryptographic hash functions. Therefore, each blockchain is a continuously growing list of data records hardened to prevent tampering and modification, and typically includes a timestamp, current transaction data, and information linking it to the previous block. More specifically, each subsequent block in the blockchain is a data block that includes a given transaction and the hash value of the previous block in the chain (i.e., the previous transaction). In other words, each block is typically a set of transactions.

[0135] In another alternative embodiment, the locking plate can be magnetically secured in the desired position using a metal locking plate and a high-strength magnet that can be positioned beneath the plywood form of the concrete form to be cured. This eliminates the need to drive fasteners through the locking plate, as the locking plate will be held in the desired position by the corresponding magnet. The high-strength magnet and / or locking plate can be positioned relative to the concrete form using any of the positioning mechanisms discussed above.

[0136] Furthermore, the use of high-strength magnets enables the system to be used in construction methods that utilize steel beams in place of or in addition to concrete columns, structures, etc. More specifically, the metal locking plates or magnets can be positioned relative to the steel or magnetic beams using any of the aforementioned positioning systems. Once in their proper position, the magnets or locking plates can be placed near their designated components. The magnetic force between the components holds the components in the desired calculated position without the use of fasteners. Thereafter, a drill is inserted through the anchor plate to create an opening in the beam. The cover is slid down along the anchor rod, and the anchor rod is screwed into the cover in a manner similar to that described above.

[0137] Now refer to Figures 36A to 36C , shows another exemplary embodiment of the anchoring device of the present disclosure. The anchoring device 2000 includes an anchor rod 2002 ( Figures 37A to 37C )、Lock plate 2004( Figures 38A to 38D ) and escutcheon 2006( Figures 39A-39D). The anchor rod 2002 defines an L-shape similar to the anchor rods in the previous embodiment. According to this embodiment, the anchor leg 2008 includes an internal thread 2010 that extends a portion of its length. The internal thread 2010 can be constant in inner diameter or can be as Figures 37A to 37C In one embodiment, the distal internal thread 2010D defines an inner dimension that is larger than the proximal end 2010P of the internal thread 2010. For example, the distal internal thread 2010D may have 3 / 4 inch internal dimensions, while the proximal internal thread 2010P can have 1 The anchor leg 2008 also includes external threads 2012 at its distal-most end.

[0138] Reference Figures 36A to 36C and Figures 38A to 38D The locking plate 2004 includes a circular plate segment 2014 (although other shapes are contemplated), and one or more fastener openings 2016 for receiving fasteners for securing to the template. The locking plate 2004 also includes external threads 2018 depending proximally from the plate segment 2014. The external threads 2018 cooperate with the distal internal threads 2010D of the anchor rod to secure the components to each other via a threaded coupling. Other methods are also contemplated, including bayonet couplings and the like.

[0139] Now refer to Figures 36A to 36C and Figures 39A to 39D , Escutcheon 2006 is similar to Figure 1 The escutcheon 2006 defines an internal thread 2020 that cooperates with the external thread 2012 of the anchor rod 2002. The escutcheon 2006 prevents concrete from entering the interior area of the escutcheon 2006 while retaining its interior cavity 2022 for entry of the anchor rod 2002.

[0140] The anchoring device is used in a manner similar to the previous embodiments. For example, the locking plate 2004 is fixed to the template using fasteners. The escutcheon 2006 is fixed to the anchor rod 2002 by the cooperative engagement of the internal threads 2020 of the escutcheon 2006 and the external threads 2012 of the anchor rod 2002. Thereafter, the anchor rod 2002 is fixed to the locking plate 2004 (see FIG. 2 ) by the threaded engagement of the external threads 2018 of the locking plate and the distal internal threads 2010D of the anchor rod 2002. Figures 36A to 36CThe entire assembly is secured relative to the formwork. Concrete is formed, and the escutcheon 2006 defines a cavity in the concrete to provide access to the anchor rod 2002. Externally threaded coupling devices, tools, mountings, safety devices, and mountings for mechanical wires, electrical wires, and the like can be secured to the anchor rod 2002. In one embodiment, the tool includes external threads sized to cooperate with the proximal internal threads 2010P of the anchor rod 2002. Alternatively, the coupling tool can threadably engage the distal internal threads 2010D of the anchor rod 2002.

[0141] Now refer to Figures 40A to 43D , shows another exemplary embodiment of the present disclosure. Anchoring device 4000 includes an anchor rod 4002, first and second end pieces 4004, and an anchor tool 4006. This system can be used to prepare curved concrete forms, such as for Sonotube TM formwork, although the device is also suitable for straight support structures.

[0142] Reference Figures 40A to 41C The anchor rod 4002 is generally arcuate or sinusoidal in configuration to resist migration within the cured concrete. The anchor rod 4002 includes opposing external threads 4008 at opposing ends of the anchor rod 4002.

[0143] Reference Figures 40A to 40C and Figures 42A to 42D , the first and second end pieces 4004 include a collar 4010 and a nose 4012. The nose 4012 defines a cylindrical section 4014 and a generally tapered or conical section 4016. Figures 42A to 42D 4015 to threadably cooperate with the external threads 4008 of the anchor rod 4002 to couple the two components. The inner cavities 4018 of the first and second end pieces 4004 define a circular surface 4020 interrupted by a generally polygonal segment 4022.

[0144] Reference Figures 40A to 40C and Figures 43A to 43D, the anchor tool 4006 secures the first and second end pieces 4004 to the external threads 4008 of the anchor rod. The anchor tool includes an internal structure 4024 that corresponds in size and configuration to the internal cavities of the first and second end pieces 4004. For example, the internal structure 4024 includes an inner circumference 4026 interrupted by a polygonal protrusion 4028 that precisely fits within the corresponding circular surfaces 4020 and generally polygonal segments 4022 of the first and second end pieces 4004. Thus, when engaged, the anchor tool can be rotated to cause corresponding rotation of the first and second end pieces 4004. Other sizes and structural arrangements are also contemplated. The anchor tool 4006 also includes a handle and an inner sleeve 4030 distal to the internal structure (i.e., on the other side of the tool) for receiving a socket wrench.

[0145] As described above, the anchoring device 4000 can be used with circular or cylindrical concrete forms such as the commercially available Sonotube TM In use, opposing holes are drilled in a circular concrete form, and one nose of an end piece, for example, is secured to the external threads 4008 of an anchor rod 4002. The free end of the anchor rod 4002 is passed through the first hole in the circular concrete form and advanced toward the second hole. Once adjacent to the second hole, the second end piece is introduced into the opposing hole in the circular concrete form and threaded onto the other threaded end of the anchor rod 4002. The first and second end pieces 4004 are secured against the circular concrete form of the anchor tool 4006 in the manner previously described, namely, by engaging the internal structure 4024, including an inner circumferential circle 4026 and a polygonal protrusion 4028, with the internal cavity 4018 of the first and second end pieces 4004, including a circular surface 4020 and a generally polygonal segment 4022. The end piece 4006 is secured relative to the circular concrete form, such that the conical nose is internal to the concrete form and the cylindrical segment spans the thickness of the concrete form. The collar 4010 is external to the concrete form. After this, concrete is poured into the formwork and allowed to cure. Once cured, the end piece 4006 can be removed using an anchor tool by engaging the end piece with the anchor tool and unscrewed from the external thread of the anchor rod 4002. In certain exemplary embodiments, a wrench can also be utilized and introduced into the inner sleeve 4030 to facilitate the removal of the end piece. Once the end piece 4006 is removed, the external thread 4008 of the anchor rod 4002 is exposed to couple or support the construction supplies or equipment (such as piping, cables, pipes, sprinklers, safety lines, or fences, etc.) within the construction site. It should be noted that the conical nose 4012 each provides a cavity similar to that described above in conjunction with the previous embodiment to allow access to the external thread. The external thread 4008 will be arranged in the cavity formed by the conical shape of the nose of the end piece confined within the outer boundary of the concrete column.

[0146] Figure 44 Flowchart 5000 depicts the use of anchoring device 4000. In step 5002, opposing holes are drilled into a concrete form, such as wood or plastic, and may be circular, square, or any other configuration. In step 5004, an end piece is attached to one threaded end of an anchor rod. In step 506, the free end of the anchor rod is advanced into the first hole and toward the opposing hole, whereupon the nose of the mounting end piece enters the first hole and is positioned within the cement form. In step 508, the nose of the other end piece is advanced into the opposing hole in the concrete form and coupled to the threads of the free end of the anchor rod. In step 510, each end piece is tightened against the cement form. In step 512, cement is poured into the form and allowed to cure. In step 514, the end piece is removed using an anchoring tool to expose the threads. It should be understood that some of these steps may be combined or performed in a different order than presented herein. Furthermore, the end pieces may also be secured to the anchor rods while they are positioned within the cement formwork.Other variations are also envisaged.

[0147] In an illustrative embodiment, the present disclosure relates to a method comprising: generating an architectural model of a building to be constructed at a construction site; identifying, within the architectural model, locations for installing one or more anchors within structural elements of the architectural model; transmitting the architectural model to a portable computing device at the construction site; and identifying a position of the portable computing device relative to a given location. At least the generating, identifying, transmitting, and identifying steps are performed by at least one processing device comprising a processor and a memory. The method may include installing an anchor at a given location. The method may further include identifying a location of a second given location, and further including installing an anchor at the given location. The structural elements may include at least one of beams, columns, girders, floors, and ceilings. The structural elements may include concrete or cement, such as initially poured concrete. Generating the model may include utilizing a building information modeling module of a server. The method may further include utilizing the portable computing device at the construction site to assist an operator in identifying corresponding locations of the building. Identifying the locations within the architectural model may include utilizing a location indicator module within the portable computing device to indicate the position of the portable computing device relative to a given location on the model. Utilizing the location indicator may include utilizing at least one component or sensor of the portable computing device to help identify the location of the portable computing device relative to the given location location. Utilizing at least one component or sensor of the portable computing device may include receiving feedback from one or more of a WIFI, Bluetooth, camera, GPS sensor, gyroscope, magnetometer, accelerometer, proximity sensor, or RFID sensor of the personal computing device. The method may further include scanning visual marker data on the one or more anchoring devices to determine information related to manufacturing attributes of the one or more anchoring devices or installation attributes of one or more anchoring devices. The method may further include transmitting the visual marker data to one of the portable computing device or a server associated with the portable computing device. The manufacturing attributes may include at least one of a make, dealer, batch, or model of the one or more anchoring devices. The installation attributes may include at least one of an installer, an installation date, or a supervisor. Scanning the visual marker data may include utilizing an RFID sensor of the personal computing device to scan an RFID tag on a component of one or more anchoring devices.

[0148] In other illustrative embodiments, a computer program product includes a non-transitory computer-readable storage medium encoded with computer program code that, when executed on a processor of a computer, causes the computer to perform the steps of the present disclosure.

[0149] In other illustrative embodiments, a system includes one or more processors operably coupled to one or more memories, the one or more processors configured to: generate an architectural model of a building to be constructed at a construction site; identify, within the architectural model, locations for installing one or more anchors within structural elements of the architectural model; transmit the architectural model to a portable computing device at the construction site; and identify a position of the portable computing device relative to a given location.

[0150] In other illustrative embodiments, an anchor system for installation in a concrete support includes at least one anchor device, the at least one anchor device comprising: a locking plate configured to be secured relative to a formwork for forming the concrete support; an elongated anchor including a connector segment at one end for connection to a construction tool; a coupler mounted to the elongated anchor, the coupler being operable to couple to the locking plate to at least partially secure the elongated anchor to the locking plate; and a cover mounted about the elongated anchor and movable to be positioned over the coupler and the locking plate. The coupler may define a central opening configured to at least partially receive the connector segment of the elongated anchor, wherein the coupler and the connector segment include cooperating structures to releasably secure the coupler and the elongated anchor. The coupler may define internal threads at least partially surrounding the opening, and wherein the connector segment of the anchor includes external threads configured to threadably engage the internal threads of the coupler to releasably secure the coupler and the elongated anchor. The locking plate and the coupler may include cooperating structures configured to secure the coupler to the locking plate. The locking plate may define a plate aperture and at least one keyway adjacent the plate aperture, and the coupler may include a central segment defining the coupler opening and at least one wing depending from the central segment, whereby when in a first rotational orientation of the coupler and the locking plate, the central segment and the at least one wing are respectively receivable within the plate aperture and the at least one keyway of the locking plate, and whereby relative rotational movement of the coupler and the locking plate relative to their second rotational orientation at least partially secures the coupler to the locking plate. The locking plate may define two opposing keyways, and wherein the coupler includes two opposing wings that are correspondingly sized to be received within the two opposing keyways when in the first rotational orientation of the coupler and the locking plate. The cover may define a cover channel for receiving the elongated anchor. The cover may further define internal threads surrounding the cover channel, the internal threads being configured to cooperate with external threads of the elongated anchor to advance the cover relative to the elongated anchor. The locking plate may include at least one fastener opening configured to receive a fastener for securing the locking plate to the formwork. The anchor system may include a plurality of anchoring devices.

[0151] In other illustrative embodiments, a method of construction includes anchoring at least one anchor device to a formwork for creating a concrete support structure, the method comprising: securing a locking plate of the at least one anchor device to a plate of the formwork; coupling an elongated anchor of the at least one anchor device to the locking plate, the elongated anchor including external threads; advancing a cover of the at least one anchor device along the elongated anchor to position it against the plate; depositing concrete within the formwork to create the concrete support structure, whereby the cover isolates at least a portion of the external threads of the elongated anchor from the concrete; and removing the plate to at least partially expose the cover and the at least a portion of the external threads of the elongated anchor. Depositing concrete may include establishing an isolated interior cavity within the cover, wherein at least a portion of the external threads of the anchor extend within the interior cavity. Coupling the elongated anchor may include installing a coupler of the at least one anchor device around the external threads of the elongated anchor and connecting the coupler to the locking plate. The coupler may include internal threads, and wherein installing the coupler includes threadably engaging the coupler with the external threads of the anchor. The locking plate may define a plate aperture and at least one keyway adjacent to the plate aperture, and the coupler may include a central segment defining a coupler opening and at least one wing depending from the central segment, further comprising positioning the central segment and the at least one wing within the plate aperture and the at least one keyway of the locking plate, respectively, and rotating the coupler to secure the coupler and the anchor relative to the locking plate. The cover may define a cover channel having internal threads, and wherein advancing the cover comprises threadably coupling the internal threads of the cover to the external threads of the elongated anchor. The method may further comprise, after removing the plate, attaching a tool relative to at least a portion of the external threads of the anchor. The tool may include a threaded segment, and wherein attaching the tool comprises threadably coupling the tool to the portion of the external threads of the anchor. The method may further comprise supporting construction equipment with the tool. The method may further comprise anchoring a plurality of anchors to the formwork. The tool may be an anchor clamp.

[0152] In other illustrative embodiments, an anchor system for installation in a concrete support includes at least one anchor device, the at least one anchor device comprising: a locking plate configured to be secured relative to a form used to form the concrete support; an elongated anchor including a connector segment at one end for connection to a construction tool; a coupler mounted to the elongated anchor and manipulable to couple to the locking plate to at least partially secure the elongated anchor to the locking plate; a cover mounted about the elongated anchor and movable to be positioned over the coupler and the locking plate; and an anchor clamp engageable with the connector segment of the elongated anchor.

[0153] It should be understood that the combination of different implementation environments is considered to be within the scope of the embodiments of the present invention. Given the illustrative teachings provided herein, those skilled in the art will realize alternative approaches.

[0154] The terms used herein are for the purpose of describing specific embodiments only and are not intended to limit the present invention. As used herein, the singular forms "a", "an", and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. Additionally, the terms "include" and / or "comprise" as used herein specify the presence of stated values, features, steps, operations, modules, elements, and / or parts, but do not preclude the presence or addition of other values, features, steps, operations, modules, elements, parts, and / or groups thereof.

[0155] The descriptions of various embodiments of the present invention have been presented for illustrative purposes, but are not intended to be exhaustive or limited to the disclosed embodiments. Many modifications and variations will be apparent to those skilled in the art without departing from the scope and spirit of the described embodiments.

[0156] The term construction site is not limited to commercial and residential buildings, but includes all sites subject to construction, repair, maintenance, etc. Such sites include, but are not limited to, commercial and residential buildings, tunnels, bridges, stadiums, schools, exterior facade systems, all precast concrete products, and rigging points. Anchors can be installed horizontally, vertically, and / or in any other orientation encountered during construction and all wet cast applications at the construction site.

[0157] Although illustrative embodiments of the present disclosure have been described herein with reference to the accompanying drawings, the above description, disclosure, and drawings should not be construed as limiting, but merely as exemplifications of specific embodiments. It should be understood, therefore, that the present disclosure is not limited to those precise embodiments, and that various other changes and modifications may be implemented therein by those skilled in the art without departing from the scope or spirit of the present disclosure. For example, although threaded couplings are shown for connecting or coupling some of the components, it is contemplated that any corresponding structure, such as a bayonet coupling, a snap fit, a tongue-and-groove arrangement, etc., may be substituted.

Claims

1. An anchor system for installation in a concrete support, comprising: At least one anchoring device comprising: a locking plate configured to be secured relative to a formwork for forming a concrete support; an elongated anchor including a connector section at one end for connection to a work tool; a coupler mounted to the elongated anchor, the coupler being operable to couple to the locking plate to at least partially secure the elongated anchor to the locking plate; and a cover mounted about the elongated anchor and movable to be positioned over the coupler and the locking plate; wherein the locking plate defines a plate aperture and at least one keyway adjacent the plate aperture; and The coupler includes a central section defining a coupler opening and at least one wing depending from the central section, the central section and the at least one wing being receivable within the plate aperture and the at least one keyway of the locking plate, respectively, when in a first rotational orientation of the coupler and the locking plate, whereby relative rotational movement of the coupler and the locking plate relative to their second rotational orientation at least partially secures the coupler to the locking plate.

2. The anchoring system of claim 1 , wherein the coupler defines a central opening configured to at least partially receive the connector segment of the elongated anchor, and wherein the coupler and the connector segment include cooperating structures to releasably secure the coupler and the elongated anchor.

3. The anchoring system of claim 2, wherein the coupler defines internal threads at least partially surrounding the central opening, and wherein the connector segment of the elongated anchor includes external threads configured to threadably engage the internal threads of the coupler to releasably secure the coupler and the elongated anchor.

4. The anchoring system of claim 3, wherein the locking plate and the coupler include cooperating structures configured to secure the coupler to the locking plate.

5. An anchoring system according to claim 1, wherein the locking plate defines two opposing keyways, and wherein the coupler includes two opposing wings, the dimensions of the wings being correspondingly set to be received in the two opposing keyways when in the first rotational orientation of the coupler and the locking plate.

6. The anchoring system of claim 3, wherein the cover defines a cover channel for receiving the elongated anchor.

7. The anchoring system of claim 6, wherein the cover defines internal threads surrounding the cover channel, the internal threads of the cover being configured to cooperate with the external threads of the elongated anchor to advance the cover relative to the elongated anchor.

8. The anchoring system of claim 1, wherein the locking plate includes at least one fastener opening configured to receive a fastener for securing the locking plate to the formwork.

9. The anchoring system of claim 1, comprising a plurality of anchoring devices.

10. A construction method using the anchoring system according to any one of claims 1 to 9, comprising: Generate architectural models of buildings to be constructed at the construction site; identifying within the architectural model positioning locations for installing one or more anchoring devices within structural elements of the architectural model; transmitting the building model to a portable computing device at the construction site; as well as identifying a position of the portable computing device relative to a given location; At least the steps of generating, identifying, transmitting and marking are implemented by at least one processing device including a processor and a memory.

11. The method of claim 10, comprising installing an anchoring device at the given location.

12. The method of claim 11 , comprising identifying a location of a second given position location, and further comprising: An anchoring device is installed at the second given positioning position.

13. The method of claim 10, wherein the structural element comprises at least one of a beam, a column, a girder, a floor, and a ceiling.

14. The method of claim 13, wherein the structural element comprises concrete.

15. The method of claim 10, wherein generating the building model comprises utilizing a building information modeling module of a server.

16. The method of claim 10, comprising utilizing a portable computing device at the job site to assist an operator in identifying a corresponding location of the structure.

17. The method of claim 16, wherein identifying a location within the building model comprises: A location indicator module within the portable computing device is utilized to indicate a location of the portable computing device relative to a given location on the architectural model.

18. The method of claim 17, wherein utilizing the location indicator module comprises utilizing at least one component or sensor of the portable computing device to help identify the location of the portable computing device relative to the given location position.

19. The method of claim 18, wherein utilizing at least one component or sensor of the portable computing device comprises receiving feedback from one or more of a WIFI, Bluetooth, camera, GPS sensor, gyroscope, magnetometer, accelerometer, proximity sensor, or RFID sensor of the portable computing device.

20. The method of claim 10, comprising scanning visual indicia data on one or more anchoring devices to determine information related to manufacturing attributes of the one or more anchoring devices or installation attributes of the one or more anchoring devices.

21. The method of claim 20, comprising transmitting the visual marker data to one of the portable computing device or a server associated with the portable computing device.

22. The method of claim 20, wherein the manufacturing attribute comprises at least one of a make, distributor, batch, or model number of the one or more anchoring devices.

23. The method of claim 20, wherein the installation attributes include at least one of an installer, an installation date, or a supervisor.

24. The method of claim 20, wherein scanning visual indicia data comprises scanning an RFID tag on a component of the one or more anchoring devices using an RFID sensor of the portable computing device.

25. A method of construction using the anchoring system according to claim 1, comprising: Anchoring the at least one anchoring device to a formwork for creating a concrete support structure comprises: securing said locking plate of said at least one anchoring device to a plate of said formwork; coupling an elongated anchor of the at least one anchoring device to the locking plate, the elongated anchor comprising external threads; advancing the cover of the at least one anchoring device along the elongated anchor to position against the plate; depositing concrete within the form to create the concrete support structure, whereby the cover isolates at least a portion of the external threads of the elongated anchor from the concrete; and The plate is removed to at least partially expose the cover and the at least a portion of the external threads of the elongated anchor.

26. The method of claim 25, wherein depositing concrete includes establishing an isolated interior cavity within the cover, wherein the at least a portion of the external threads of the elongated anchor extends within the interior cavity.

27. The method of claim 25 or 26, wherein coupling the elongated anchor comprises installing the coupler of the at least one anchoring device around the external threads of the elongated anchor and connecting the coupler to the locking plate.

28. The method of claim 27, wherein the coupler includes internal threads, and wherein installing the coupler includes threadably engaging the coupler with the external threads of the elongated anchor.

29. The method of claim 28, wherein the locking plate defines a plate aperture and at least one keyway adjacent the plate aperture, and the coupler includes a central segment defining a coupler opening and having the internal threads and at least one wing depending from the central segment, and Further comprising positioning the central segment and the at least one wing within the plate aperture and the at least one keyway of the locking plate, respectively, and rotating the coupler to secure the coupler and the elongated anchor relative to the locking plate.

30. The method of claim 25, wherein the cover defines a cover channel having internal threads, and wherein advancing the cover comprises threadably coupling the internal threads of the cover with the external threads of the elongated anchor.

31. The method of claim 25, further comprising attaching a tool relative to the at least a portion of the external threads of the elongated anchor after removing the template.

32. The method of claim 31 , wherein the tool comprises a threaded segment, and wherein attaching the tool comprises threadably coupling the tool to the at least a portion of the external threads of the elongated anchor.

33. A method according to claim 31 or 32, comprising using the tool to support construction equipment.

34. The method of claim 25, comprising anchoring a plurality of anchoring devices to the form.

35. The method of claim 31 , wherein the tool is an anchoring fixture.

36. The method of claim 29, wherein: The locking plate defines a plate aperture and at least one keyway adjacent the plate aperture; and The coupler includes a central section defining the coupler opening and at least one wing depending from the central section, the central section and the at least one wing being receivable within the plate aperture and the at least one keyway of the locking plate, respectively, when in a first rotational orientation of the coupler and the locking plate, whereby relative rotational movement of the coupler and the locking plate relative to their second rotational orientation at least partially secures the coupler to the locking plate.

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