RU2795736C2 - Systems and methodology for construction management and equipment location using building information modelling - Google Patents

Abstract

FIELD: construction.

SUBSTANCE: invention relates to a construction system for the installation of construction equipment. The anchor system comprises at least one anchor device, including: a locking plate configured to be attached relative to the formwork slab used to form the concrete support; an elongated anchor including a connecting segment at one end for connection to a construction tool; and a connecting piece mounted on an elongated anchor. One of the stop plate and the connecting part forms an opening and an orienting groove adjacent to the opening. The other of the stop plate and connecting part forms the main segment and the segment of the wing extending from the main segment. The main segment and the wing segment, respectively, are located in the hole and the orienting groove, at the first angular position of the connecting part and the locking plate, and at the same time, the relative rotational movement of the connecting part and the locking plate to the second angular position ensures the fastening of the connecting part and the elongated anchor to the locking plate. Essence: at least one anchor device is anchored to the formwork used to create a concrete support structure, which includes: attaching the locking element to the formwork slab; connection of an elongated anchor with a locking element; advancing the lid along the elongated anchor for positioning relative to the slab; placing concrete within the formwork to create a concrete support structure, whereby the lid isolates at least a portion of the connecting segment of the elongated anchor from the concrete; and removing the plate to at least partially open the lid and connecting segment of the elongated anchor.

EFFECT: possibility to facilitate all stages of construction, increase efficiency and organization, and significantly reduce costs and working hours.

61 cl, 72 dwg

Description

CROSS-REFERENCE TO RELATED APPLICATIONS

[0001] This application claims the benefit and priority of U.S. Patent Application Serial No. 16/186,247 filed November 9, 2018, U.S. Provisional Application Serial No. 62/794,905 filed January 21, 2019, and Provisional Application for U.S. Patent Serial No. 62/794,905, filed April 30, 2019, the entire contents of each of which are incorporated herein by reference.

BACKGROUND OF THE INVENTION

1. Technical field

[0002] The present disclosure relates to a building system, and specifically relates 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 anchor devices using BIM software in conjunction with one or more positioning systems. One or more positioning systems ensure that the anchor devices are accurately placed at selected positions within the building structure in accordance with the BIM software. In addition, the present disclosure further allows data relating to each anchor device to be collected before or after installation. The data provided includes, but is not limited to, lot number, manufacturer, installer, installation date, and any other data or metadata that can be tracked for current or historical purposes.

[0003] The present disclosure further relates to an anchor device. The specified anchor device is made with the possibility of installation relative to the formwork used to create a concrete support structure. The concrete is placed in the formwork and hardened, whereby one or more anchor devices become embedded in the concrete support structure. The embedded anchor device is easily accessible to connect to or support building materials or equipment such as air ducts, electrical cables, plumbing, sprinklers, safety lines or fences, etc. at the construction site. An array of anchor devices can be installed relative to the concrete formwork to create a system for organizing building materials in a way that facilitates all construction steps, improves efficiency and organization, and significantly reduces costs and labor hours. In addition, the anchoring system, device and methodology for implementation will significantly affect the current practice of commercial and residential construction, which includes concrete support structures in the form of beams, floors, ceilings, roofs, etc.

2. General information from the prior art

[0004] Currently, during the construction of residential and/or commercial building structures, provisions are made for the placement of various electrical, plumbing, sprinkler, duct materials, etc., which will be included in the finally completed object. In construction involving concrete or concrete structural elements, contractors typically need to drill through the hardened concrete to insert a fastener, hook, rod, etc. for connecting and laying, for example, electrical lines along a horizontal beam, vertical beam or ceiling. Embedding a fastener or hook into hardened concrete is a complex and time-consuming process that can affect the structural integrity of the concrete and/or structure. In addition, several contractors, such as electricians, plumbers, heating, ventilation and air conditioning (HVAC) personnel, may need access to the beam structures to install additional fasteners, bolts, etc., which not only can potentially affect the integrity of the concrete, but also creates logistical problems for various contractors who need access to the supporting structure before finishing work on the specified site.

SUMMARY OF THE INVENTION

[0005] Accordingly, the present disclosure is directed to a new system, apparatus, and methodology for assisting residential and commercial construction contractors. Said system and the methodology associated with it will have a significant impact on the current construction industry. More specifically, the system and methodology utilizes one or more anchor devices that are placed inside a formwork of wood, plywood, or any form material used to create a support structure prior to, for example, concrete being placed in the formwork. After the concrete support structure has hardened, said formwork is removed and the anchor devices, now embedded in said support structure, are easily opened for use in a variety of ways, including but not limited to supporting electrical lines, plumbing, sprinklers, air ducts, safety belts, safety nets, and etc. A range of anchor devices can be placed inside the formwork to suit the needs of the contractor and can be strategically placed inside the formwork before the concrete is poured to assist the contractor in arranging the layout of specific equipment or materials. Each anchor device can be connected, for example by an additional connection, with an unlimited number of building materials with relative ease to "work" with, for example, electrical, plumbing or safety equipment (for example, safety straps, hooks, cable perimeter systems) as desired . Each contractor, such as an electrician or plumber, can install their own anchor system on a single concrete formwork without any risk of interfering with the work of other contractors.

[0006] In one exemplary embodiment, the method includes creating a building model for a building to be constructed at a construction site, identifying positional locations within the building model for installing one or more anchor devices within structural members of the building model, transmitting the building model to the portable computing device at the construction site; and identifying the location of the portable computing device relative to the predetermined positional location. These steps of creation, identification, transmission and identification are implemented by at least one processing device containing a processor and a storage device.

[0007] Said method may further include placing one anchor device at a predetermined positional location. The method may include identifying the location of the second predetermined positional location and further include placing one anchor device at the second predetermined positional location.

[0008] Structural elements may include at least one of beams, columns, trusses, floors, and ceilings, and may be formed from concrete or cement.

[0009] In embodiments, building the model includes using a server building information modeling module.

[0010] In some embodiments, identifying positional locations in the building model includes using a position indicator module in the portable computing device to indicate the location of the portable computing device relative to a given positional location on the model.

[0011] In some embodiments, using said positional indicator includes using at least one component or sensor of the portable computing device to assist in identifying the location of the portable computing device relative to a predetermined positional location. For example, using at least one component or sensor of the portable computing device includes receiving feedback from one or more of the WIFI, Bluetooth, camera, GPS sensor, gyroscope, magnetometer, accelerometer, proximity sensor, or RFID sensor of the personal computing device.

[0012] The method may further include scanning the visual indication data on the one or more anchor devices to verify information related to the production attribute of the one or more anchor devices or the installation attribute of the one or more anchor devices.

[0013] In some embodiments, said method further includes transmitting visual indication 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 the manufacture, distributor, batch, or model of one or more anchor devices. The production attribute includes at least one of installer, install date, or inspector.

[0014] Scanning visual indication data may include using an RFID sensor of a personal computing device to scan RFID tags on components of one or more anchor devices.

[0015] Also provided is a computer program product comprising a non-volatile computer-readable storage medium encoded with a computer program code that, when executed on a computer processor, causes the computer to perform various steps.

[0016] A system is also provided. Said system comprises one or more processors operatively connected to one or more storage devices configured to create a building model for a building to be built on a construction site, identify positional locations within the building model for installing one or more anchor devices inside structural elements of the building model, transferring the building model to a portable computing device at the construction site, and identifying the location of the portable computing device for a predetermined positional location.

[0017] In one exemplary embodiment, an anchor system for installation inside a support structure comprises at least one anchor device comprising a locking plate operable to be attached relative to a formwork slab used to form a concrete support, an elongated anchor with a connecting segment on at one end for connection to a construction tool, a connecting piece mounted on the elongated anchor, and a cover mounted around the elongated anchor and movable for positioning over the connecting piece and the stop plate. The connecting piece is manipulable to connect with the stop plate in order to at least partially attach the elongated anchor to the stop plate. The connecting piece defines a central opening configured to at least partially receive the connecting segment of the elongated anchor, and wherein the connecting piece and the connecting segment are an interacting structure for releasably attaching the connecting piece and the elongated anchor. In embodiments, the connecting part defines an internal thread at least partially inscribed in the specified hole, and at the same time, the connecting segment of the anchor contains an external thread, made with the possibility of threaded connection with the internal thread of the connecting part, for detachable attachment of the connecting part and the elongated anchor.

[0018] The lock plate and the connecting piece are an interacting structure configured to attach the connecting piece to the lock plate. The locking plate may define a plate opening and at least one orienting slot adjacent to the plate opening. The connecting part contains a central segment that defines the opening of the connecting part, and at least one wing extending from the central segment. The central segment and at least one wing, respectively, are adapted to be received inside the plate hole and in at least one stop plate orientation slot at a first angular orientation of the fitting and the stop plate, whereby the relative rotational movement of the connecting part and the stop plate into their second angular orientation at least partially attaches the connecting piece to the locking plate. The lock plate may define two opposite orienting slots, and the connecting part contains two opposite wings, having the appropriate dimensions to receive inside the two opposite orienting slots at the first angular position of the connecting part and the locking plate.

[0019] The lid defines a lid bore for receiving the connecting segment of the elongated anchor. In embodiments, the closure defines an internal thread inscribed in the bore of the internally threaded closure, configured to engage with the threaded segment of the elongate anchor to advance the closure relative to the elongate anchor.

[0020] The stop plate may include at least one fixing hole configured to receive a fastener for attaching the stop plate to the formwork board.

[0021] Said system may comprise a plurality of anchor devices.

[0022] In one exemplary embodiment, a construction method is disclosed. Said method includes anchoring at least one anchor device to the formwork used to create the concrete support structure by:

attaching a locking plate of at least one anchor device to the formwork plate;

connecting an elongated anchor of at least one anchor device with a locking plate, and the elongated anchor contains an external thread;

advancing the cover of at least one anchor device along the elongated anchor for positioning relative to the specified plate;

placing concrete within the formwork to create a 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 open the cover and at least part of the external thread of the elongated anchor.

[0023] Placing the concrete may include forming an insulated internal cavity within the lid with at least a portion of the external threads of said anchor extending within said internal cavity. Connecting the elongate anchor may include placing a fitting of at least one anchor device around an external thread of the elongated anchor and connecting the fitting to a stop plate. In embodiments, the connection piece contains an internal thread, and the installation of the connection piece includes threaded connection of the connection piece with the external thread of the specified anchor. In some embodiments, the lock plate defines a plate opening and at least one orienting slot adjacent to the plate opening, and the connecting piece comprises a central segment defining the opening of the connecting part and at least one wing extending from the central segment, the method further comprising including positioning the central segment and at least one wing, respectively, inside the plate hole and in at least one orienting slot of the lock hole, and rotating the fitting to attach the fitting and said anchor relative to the lock plate.

[0024] The lid may define a lid bore with internal threads, and wherein advancing the lid includes threading the female threads of the lid to the male threads of the elongate anchor. Said method may further include attaching the tool to at least a portion of the male thread of said anchor after removal of the plate. The tool may contain a threaded segment, and the tool mount includes a threaded connection of the tool with a part of the external thread of the specified anchor. Said method may further include supporting construction equipment, materials, supplies, safety hooks, perimeter fall wires with said tool. Said tool may be an anchor clamp. Said method may also include anchoring the plurality of anchor devices to the formwork.

[0025] In another illustrative embodiment, an anchor system for installation in a support structure includes at least one anchor device, containing a locking plate, configured to be attached relative to the formwork plate used to form a concrete support, an elongated anchor containing a connecting segment at one end for connection with a construction tool, a connecting piece mounted on an elongated anchor made with the possibility of manipulation for connection with a locking plate to at least partially attach the elongated anchor to the locking plate, a cover mounted around the elongated anchor and made with the possibility of movement for positioning over the connecting part and locking plate, and an anchor clip configured to engage with the connecting segment of the elongated anchor.

[0026] Other advantages of the building anchor system will be apparent from the following description.

BRIEF DESCRIPTION OF GRAPHICS

[0027] Various aspects and features of the present disclosure are described below with reference to the drawings, in which:

[0028] FIG. 1 is an exploded perspective view of a building anchor system in accordance with the principles of the present disclosure, illustrating a single anchor device including an elongated anchor, a cover, a connecting piece, and a stop plate;

[0029] FIG. 2 is a perspective view illustrating the lid and connection piece installed relative to the elongated anchor, with the blocking plate separated from the other components;

[0030] FIG. 3A, 3B and 3C are perspective, top and bottom views, respectively, of the stop plate;

[0031] FIG. 4A and 4B are perspective and top views, respectively, of a fitting;

[0032] FIG. 5A, 5B, and 5C are top, bottom, and bottom perspective views, respectively, of a lid;

[0033] FIG. 6 is a perspective view illustrating the attachment of a locking plate to a concrete formwork formwork slab in accordance with one exemplary application of the system according to FIG. 1-5C;

[0034] FIG. 7 is a perspective view illustrating an elongated anchor with a fitting inserted inside a stop plate in accordance with one exemplary system application methodology;

[0035] FIG. 8 is a perspective view illustrating a fitting installed inside a stop plate in accordance with one exemplary system application methodology;

[0036] FIG. 8A is a perspective view illustrating the center segment and wings of the fitting adopted within the plate bore and locating slots of the stop plate plate segment in accordance with one exemplary system application methodology;

[0037] FIG. 9 is a view similar to that of FIG. 8A illustrating the connector rotated inside the lock plate to attach wings under the lock plate, thereby attaching the connector to the lock plate in accordance with one exemplary system application methodology;

[0038] FIG. 9A is a sectional view taken along lines 9A-9A in FIG. 9 illustrating a connector attached with respect to a stop plate and a cap advancing along an elongated anchor in accordance with one exemplary system application methodology;

[0039] FIG. 10 is a sectional view illustrating a cap attached to a stop plate by pivoting the cap around an elongate anchor in accordance with one exemplary system application methodology;

[0040] FIG. 11 is a view illustrating the anchor device of the system attached to the formwork slab of a concrete formwork according to one exemplary system application methodology;

[0041] FIG. 12 is a perspective view illustrating a plurality of anchor devices of an anchor system attached to a concrete formwork formwork slab in accordance with one exemplary system application methodology;

[0042] FIG. 13 is a view similar to that of FIG. 12 illustrating concrete placed in a concrete formwork with anchor devices embedded in concrete in accordance with one exemplary system application methodology;

[0043] FIG. 14 is a sectional view illustrating one anchor device embedded within a concrete structure with the cover and external threads of the elongated anchor exposed after the formwork board has been removed in accordance with one exemplary system application methodology;

[0044] FIG. 15 is a perspective view further illustrating the cap and external threads exposed after the formwork slab has been removed from the concrete structure in accordance with one exemplary system application methodology;

[0045] FIG. 16 is a perspective view illustrating a connection tool and a support hook attached to a single elongated anchor in accordance with one exemplary system application methodology;

[0046] FIG. 17 is a perspective view illustrating an array of system anchor devices within a concrete structure, and further illustrating a connecting tool and support hook installed on each elongated anchor in accordance with one exemplary system application methodology;

[0047] FIG. 18 is an enlarged view of the isolation area shown in FIG. 17 illustrating a connector tool and support hook attached to a single elongate anchor in accordance with one exemplary system application methodology;

[0048] FIG. 19-21 are front, side, and perspective views of an anchor clip for use, illustrating one exemplary anchor clip to be attached to an anchor in accordance with one exemplary device and system application methodology; A

[0049] FIG. 22 is a view illustrating the anchor clip according to FIG. 19-21 installed on the anchor of an anchor device in accordance with one exemplary system application methodology;

[0050] FIG. 23 is a side view of another embodiment of a locking plate for use with an anchor device in accordance with the present disclosure;

[0051] FIG. 24 is a perspective view of the stop plate according to FIG. 23;

[0052] FIG. 25 is a plan view of the stop plate according to FIG. 23-24;

[0053] FIG. 26 is a bottom view of the stop plate according to FIG. 23-25;

[0054] FIG. 27-29 are first and second perspective and sectional views, respectively, of an embodiment of an attachment according to the present disclosure;

[0055] FIG. 29A is a support ring mounted on an anchor device;

[0056] FIG. 30 illustrates a computer system for placing anchor devices in accordance with which one or more embodiments of the present invention may be implemented, illustrating a server and a portable computing device in communication with the server;

[0057] FIG. 31 illustrates the portable computing device of the system according to FIG. thirty;

[0058] FIG. 32 is a block diagram illustrating a system and methodology for use in conjunction with a computer system for setting anchor devices;

[0059] FIG. 33 illustrates a visual display of a portable computing device identifying locations for installing anchor devices;

[0060] FIG. 34 illustrates an exemplary embodiment of an actuator used in the installation of anchor devices;

[0061] FIG. 35 illustrates a distributed communications/computing network in accordance with which one or more embodiments of the present disclosure may be implemented;

[0062] FIG. 36A-36C illustrate another anchor device in accordance with the principles of the present disclosure, illustrating the anchor rod, lock plate, and cover;

[0063] FIG. 37A-37C illustrate the anchor rod of the anchor device according to FIG. 36A-36C;

[0064] FIG. 38A-38D illustrate the anchor plate of the anchor device according to FIG. 36A-36C;

[0065] FIG. 39A-39D illustrate the anchor device patch according to FIG. 36A-36C;

[0066] FIG. 40A-40C illustrate another embodiment of an anchor device in accordance with the principles of the present disclosure;

[0067] FIG. 41A-41C illustrate the anchor rod of the anchor device according to FIG. 40A-40C;

[0068] FIG. 42A-42D illustrate the column anchor of the anchor device according to FIG. 40A-40C; And

[0069] FIG. 43A-43D illustrate the anchor tool of the anchor device according to FIG. 40A-40C.

[0070] FIG. 44 is a block diagram showing an exemplary application of the anchor device.

DETAILED DESCRIPTION

[0071] 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 this disclosure and may be embodied in various forms. Well-known functions or constructions are not described in detail in order to avoid obscuring the present disclosure with unnecessary detail. Therefore, the specific structural and functional details disclosed herein should not be interpreted as limiting, but simply 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 suitably detailed structure.

[0072] Referring now to FIG. 1, which illustrates an exploded perspective view of one construction anchor device 100 of an anchor system 10 in accordance with the principles of the present disclosure. Anchor system 10 includes one or more, for example, a plurality of anchor devices 100, depending on the needs of construction personnel. Each anchor device 100 contains four components, namely the anchor 102, the stop plate 104, the connector 106 and the cover 108. The anchor 102 may take various shapes or configurations. In one embodiment, the anchor 102 is made in one piece, including an L-shaped rod, for example, having a handle 110 and an elongated anchor rod 112 extending from the handle 110. The elongated anchor rod 112 includes a connecting segment, for example, in the form of an external thread 114, end 116 of elongated truss rod 112 remote from handle 110. As best shown in FIG. 2, when assembled, the elongated truss rod 112 is positioned within the cover 108 and has a connector 106 located on the male thread 114 adjacent to the distal end 116. The installed connector 106 is then inserted and secured inside the locking plate 104 as will described in more detail below.

[0073] Referring now to FIG. 3A-3C together with FIG. 1-2 for a description of the stop plate 104. The stop plate 104 can take on various shapes or configurations. Although the stop plate 104 is referred to as a "plate", it does not have to have the appearance of a plate, but can be any three-dimensional unit, including a box, a dome, a bowl, etc. The lock plate 104 defines a plate segment 118 having a plate center hole 120 and at least one orienting slot 122, such as two diametrically opposed orienting slots 122, each of which communicates with the plate center hole 120. As best shown in FIG. 3C, the lock plate 104 defines an interior space 124 at least partially defined within the outer wall 126 or border of the lock plate 104 under the plate segment 118. The outer wall 126 may be tapered as shown. Opposing vertical walls or stops 128 at least partially define the interior space 124. Vertical stops 128 limit the rotational movement of the fitting 106 within the lock plate 104. At least one mounting hole 130, such as two mounting holes 130, extends through the lock plate 104 receiving a fastener, such as a screw or nail, used to secure the locking plate 104 to the concrete formwork slab or concrete formwork.

[0074] Referring now to FIG. 4A-4B together with FIGS. 1-2, in which the connector 106 includes a central segment 132 of the connector defining a hole 134 of the connector and an internal thread 136 of the connector inscribed in the hole 134 of the connector. The internal thread 136 of the fitting 106 is configured to be threaded to the external thread 114 of the elongated anchor rod 112 to install the fitting 106 on the anchor 102. The connecting part 106 further comprises at least one, for example, two diametrically opposed wings 138 extending from the central segment 132 fittings. The central segment 132 of the connecting piece and the wings 138 are co-sized to fit within the central hole 120 of the plate and the orienting slots 122 of the locking plate 104.

[0075] With reference to FIG. 5A-5C, cover 108 will be described. Cover 108 may be frustoconical; however, other forms are also possible. Lid 108 includes a lid central bore 140 for receiving and passing an elongated truss rod 112 of anchor 102. Lid 108 further defines an internal cap thread 142 for threading to an external thread 114 of anchor 102. Lid 108 includes an outer wall 144 of the lid defining an internal cavity 146, sized to be positioned over lock plate 104 and fitting 106. Cover 108 may include supports in the form of internal ribs 148 or the like. to improve the stability of the lid 108. The outer wall 144 of the lid of said lid 108 is sized to fit snugly against the outer wall 126 of the lock plate 104 to provide an airtight fit or seal against the outer wall 126 of the lock plate 104, the meaning of which will be discussed in more detail below. In embodiments, outer wall 126 of lock plate 104 and outer wall 144 of said lid 108 have similar tapered arrangements. Lid 108 may also include an RFID tag or bar code, schematically indicated by reference numeral 109. Lid 108 defines a tapering of the outer surface of outer wall 144 of the lid relative to the longitudinal axis of the lid, ranging from about 3° to about 11°, or about 7°. This tapered arrangement provides an effective lateral fit to the concrete after it has cured. The tapered location of the cover 108 also creates a Morse taper effect between the outer wall 144 of the cover and the hardened concrete, further improving the retention of the cover 108 within the hardened concrete until the cover 108 is removed.

[0076] Each of the components of the anchor device 100 may be formed from a suitable rigid polymeric material or metallic material. In embodiments, at least the anchor 102 is formed from a suitable metal such as stainless steel or the like. At least some, or potentially all, of the components comprise an RFID tag or barcode or other machine-readable indication to be scanned with a scanning device, such as an RFID scanner or barcode reader, to provide information about the installed product or installation options, as described below. At least cover 108 may be provided in a variety of colors, such as color coding, to match a particular tradesman or construction personnel who intends to use a particular anchor device 100. In particular, a particular color may be associated with particular construction personnel to help this personnel to identify the anchor devices 100 that will be associated with his/her equipment.

[0077] As previously stated, the anchor system 10 is intended for use with concrete or concrete support structures in the construction of residential or commercial buildings. The anchor system 10 can be embedded in horizontal or vertical beams, floors or ceilings. The following discussion will focus on the use of the anchor system 10 in its application to a horizontal beam built during the construction phase. However, it should be understood that the anchor system 10 has many applications, including those mentioned above and in many other applications.

[0078] During the formation of the horizontal beam, the formwork for the concrete beam is built using, for example, plywood or any other suitable materials. As a whole, the formwork comprises a lower horizontal formwork plate and two vertical formwork plates extending upwards from the horizontal formwork plate. With reference to FIG. 6 only shows the horizontal formwork slab "h" for illustrative purposes. In accordance with one exemplary methodology for using the anchor system of the present disclosure, the stop plate 104 is attached to the inner surface of the horizontal formwork slab "h", i.e., the surface that will contact and support the poured concrete. The stop plate 104 is attached to the horizontal form plate "h" with nails, fasteners or screws "f" inserted into the fixing holes 130 of the stop plate 104 and attached to the horizontal form plate "h" as shown in FIG. 6. With reference to FIG. 7, the connector 106 is screwed onto the distal end 116 of the truss rod 112, and the cover passage 140 of said lid 108 is located above the handle 110 of the anchor 102 and, as shown, slides down the truss rod 112. The anchor 102 and the connector 106 are advanced towards stop plate 104 as shown by the direction arrows "d" in FIG. 7.

[0079] With reference to FIG. 7, 8, and 8A, the fitting 106 is inserted inside the plate segment 118 of the stop plate 104 by aligning the center segment 132 of the fitting and the wings 138 of the fitting with the plate center hole 120 and orienting grooves 122 respectively of the plate segment 118 of the stop plate 104, which corresponds to the first relative the angular orientation of the fitting 106 and the stop plate 104. FIG. 8A illustrates the connector center segment 132 and wings 138 received within the plate center hole 120 and orienting slots 122 and located in the interior space 124 of the lock plate 104 under the plate segment 118. Thereafter, as shown in FIG. 9, the connector 106 is rotated through a predetermined angular sector of rotation by turning the handle 110 of the anchor 102 in the direction of the direction arrows "r" into the second relative angular orientation of the connector 106 and the stop plate 104, whereby the wings 138 of the connector 106 are displaced from the orienting slots 122 and are located under the plate segment 118 of the stop plate 104, engaging the vertical stops 128 in the interior space 124 of the stop plate 104 by connecting the fitting 106 and the anchor 102 to the stop plate 104.

[0080] With reference to FIG. 9A-10, the cap 108 is screwed along the male thread 114 (by threading the female thread 142 of the cap and the male thread 114 of the anchor rod 112) until it engages with the horizontal formwork plate "h" as shown in FIG. 10. While advancing the cover 108, the anchor 102 and the connecting piece 106 may also be retracted (in the direction of the "k" direction arrows) relative to the locking plate 104, whereby the wings 138 of the connecting piece engage with the downwardly extending wall defining the plate's center hole 120, for additional attaching or locking the fitting 106 and thus the anchor 102 relative to the locking plate 104.

[0081] As further shown in FIG. 10, the outer wall 144 of the lid of said lid 108 abuts exactly against the outer wall 126 of the lock plate 104, i.e., with a snug fit, and in embodiments forms a substantially hermetic seal with the outer wall 126 of the lock plate 104. This will minimize or prevent the entry of any concrete into the inner cavity 146 of the cover 108 during the pouring of concrete and during the curing of this concrete. Fig. 11 illustrates the anchoring device 100 positioned in relation to a horizontal formwork slab "h".

[0082] Referring now to FIG. 12, which shows an array of anchor devices 100 as part of an anchor system 10 installed on a horizontal formwork slab "h" at predetermined locations selected by the contractor. As noted above, these locations preferably correspond to locations where equipment, such as electrical lines, plumbing, safety cables, safety hooks, etc., must "work" or be located in the specified structure. In FIG. 12, the concrete formwork "m" is shown with vertical formwork plates "v" and horizontal formwork plate "h", and further illustrates the anchor devices 100 located within the interior of the concrete formwork "m". Fig. 13 illustrates a horizontal beam "b" formed during the curing of concrete and depicts a conventionally transparent view of the anchor devices 100 permanently embedded within the horizontal beam "b". In FIG. 13 horizontal and vertical formwork plates "h", "v" removed.

[0083] The stop plate 104 and the fitting 106 are removed relative to the male threads 114 of the tie rod 112. The stop plate 104 and the fitting 106 can be removed by simply rotating the fitting 106 and the stop plate 104 simultaneously until the internal threads 136 of the connecting part 106 will not detach from the male thread 114 of the truss rod 112. (See, for example, FIG. 9A). Alternatively, lock plate 104 can be disengaged from fitting 106 by rotating lock plate 104 to align alignment slots 122 of lock plate 104 with wings 138 of fitting 106 (FIG. 8A), and then unscrew fitting 106 from external threads 114 anchor rod 112.

[0084] With reference to FIG. 14 and 15 show that after removing the formwork plates "h", "v", the stop plate 104 and the connecting piece 106, the cover 108 remains inside the horizontal beam "b". This is due to the side fit of the lid 108 or Morse taper formed between the outer wall 144 of the lid and the hardened concrete. As already mentioned, the cover 108 prevents concrete from entering its internal cavity 146 during the curing of the concrete, 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 passes. In particular, the external thread 114 is accessible for connection with an additional connecting tool, construction tool, fastener, safety hook, safety cable, etc. In some embodiments, the cover 108 may be removed from or removed from the horizontal beam "b" if desired. In other embodiments, the cover 108 may remain in the hardened concrete. Fig. 16 illustrates an internally threaded connecting tool 200 connecting to the external threads 114 of the anchor 102 and a support or safety hook 300 threaded to the connecting tool 200. FIG. 17-18 illustrate the connection tool 200 and the hook 300 attached with respect to the anchor device(s) 100. As shown in FIG. 17, an assembly of anchors 102 and hooks 300 may be attached along a horizontal support beam "b" to support materials, consumables, or protective equipment (e.g., cable perimeter), each of which is schematically indicated by reference numeral 400, which again includes electrical lines, plumbing, sprinklers, air ducts, safety wire, safety hooks or nets, etc. It is also contemplated that the individual rows of anchors 102 can be placed for use by different construction personnel, for example row "r1" of anchor devices 100 can be used by an electrician, row "r2" of anchor devices 100 can be used by a plumber, etc. It is also further contemplated that the covers 108 may be color coded, such as "red for electrical, blue for plumbing, orange for HVAC, etc." It also enhances the usability and organizational possibilities of the anchor system.

[0085] Referring now to FIG. 19-21, which show an exemplary anchor clip for use with an anchor device 100 according to the present disclosure. The anchor clip 500 may be used in place of the connector 200 described in connection with the discussion of FIG. 12-17. Anchor Clamp 500 is sized and designed to support materials, supplies, or protective equipment (e.g., cable perimeter) including electrical lines, plumbing, sprinklers, air ducts, safety wire, safety hooks or mesh, etc. In one exemplary application, an anchor clip 500 is used to support electrical cables or lines when one or more anchor clips 500 are attached to a corresponding one or more building devices 100. Anchor clip 500 includes a main body 502 having a pair at one end. levers or claws 504 at one end and at its other end, an anchor connector 506. The claws 504 are connected by a web 508. The anchor connector 506 is segmented to define two opposing connector segments 506a that can move radially towards each other and towards each other. away from each other with a corresponding relative movement of the grips 504. For example, movement of the grips 504 in a radially inward direction (indicated by direction arrows GRi) causes a corresponding radial outward movement (indicated by direction arrows CRo) of the connector sections 506a similar to a clothespin. In one exemplary embodiment, the arms 504 and connector segments 506a pivot or articulate around web 508 as a whole, such as at the junctions of web 508 and corresponding arms 504.

[0086] The anchor connector 506 may include an internal structure 510 such as ribs, threads, protrusions, bumps, knurls, etc., to assist in connecting the external threads 114 of the elongated anchor rod 112, thereby securing the anchor connector 506 to the anchor rod. shaft 112. In one exemplary embodiment, internal structure 510 is in the form of alternating ribs and notches, as shown in FIG. 21. In another exemplary embodiment, the internal structure may include threads.

[0087] Anchor clip 500 can be made from any suitable material. In one exemplary embodiment, the anchor clip 500 is formed by two halves of sections attached to each other by conventional means, including screws, adhesives, snap connections, and the like. Alternatively, the anchor clip 500 may be formed in one piece from a polymeric material. In its initial state, or at rest, the anchor clamp 500 assumes the state shown in FIG. 19-21. In the initial state, the anchor connector 506 of the anchor clamp defines an internal dimension at least equal to or less than the diameter of the male thread 114 of the anchor device 100 in order to establish a guaranteed connection with the external thread 114 of the anchor device 100. This guaranteed connection is improved by engaging the internal structure 510 ( ribs, recesses, and/or threads) with the external threads 114 of the anchor device 100. After the jaws 504 move towards each other (direction arrows GRi), the connector segments 506a are displaced (direction arrows CRo) to increase the internal dimension of the anchor connector 506 to be placed around the male thread 114 of the anchor rod 112. Releasing the grips 504 causes the anchor clip to move to its original state, while the internal structure 510 of the anchor connector 506 is fixed on the male thread 114 of the anchor 102.

[0088] In addition, the main body 502 of the anchor clamp 500 defines a passage hole 512 extending between the web 508 and the anchor connector 506. The passage hole 512 can receive electrical cables or lines through it, thereby attaching cables along a ceiling, wall, or column, to which the anchor devices 100 are attached, as discussed above.

[0089] FIG. 22 illustrates an anchor clip 500 attached to the male thread 114 of the anchor rod 102 of one anchor device. Also schematically shown is the electrical cable/lines 600 passing through the passage hole of the anchor clamp 500. passed through the passage hole 512, followed by installation of the anchor clip 500 on the anchor rod 102. It is contemplated that a plurality of anchor clips 500 can be attached to an anchor system such as that disclosed in connection with the discussion of FIG. 12-17, for laying electrical cables along columns, ceilings, walls, etc. The anchor clip 500 eliminates the need for a connection tool 200. In particular, as discussed above, the anchor clip 500 can be attached directly to the anchor rod 102 of each anchor device 100.

[0090] In an alternative embodiment, the anchor connector 506 may include an internal thread as an internal structure sized to be threaded by relative rotation of the anchor jaw 500 around the male thread 114 of the anchor 102 to secure the anchor jaw 500 to the anchor 102.

[0091] Referring now to FIG. 23-26, which illustrate another embodiment of the anchor plate 100. The lock plate 700 is similar to the lock plate in FIG. 3A-3C but has an internal threaded hole 702. The internal threaded hole 702 extends at least partially through the stop plate. In embodiments, the internal threaded hole 702 extends completely through the lock plate 700. The internal threaded hole 702 directly interacts with the external threads 114 of the elongated truss rod 112 to attach the elongated truss rod 112 to the lock plate 700. Thus, in accordance with this exemplary embodiment, the orienting slots 122 present in the lock plate 104 in FIG. 3A-3C are not required. In addition, there is no need for a connector 106 because the tie rod 112 is attached by the threaded engagement of its male thread 114 with the threaded hole 702 of the stop plate 700. In some methodologies, the elongated tie rod 112 will screw through the threaded hole 702 to abut against the formwork slab. . In some embodiments, the elongated tie rod 112 will rotate so that the male thread 114 at least partially penetrates the formwork board. The stop plate 700 further includes four fixing holes 704 extending through the stop plate 700 to receive appropriate fasteners, such as screws or nails, used to attach the stop plate 700 to the concrete formwork slab or concrete formwork. The lock plate 700 may include an RFID tag, active or passive, and is indicated schematically at 708. The RFID tag 708 will facilitate tracking information regarding the installed anchor device 100 and other installation parameters, as discussed below. Alternatively or additionally, a barcode may be used. The stop plate 700 can be removed after the concrete has set by rotating the stop plate 700 off the male threads 114 of the truss rod 112 to access the male threads 114 for subsequent installation of a tool such as a connection tool 200 or an anchor clamp 500 in the manner described above.

[0092] Referring now to FIG. 27-29, which illustrate another embodiment of a device 750 for mounting an elongated truss rod 112 to an open external thread 114 after a concrete column has been poured and cured. The device 750 will be used instead of or prior to the use of the connection tool 200 or anchor clamp 500 described above. The device 750 includes a head 752 (eg, a hexagonal head), a ring 754, and a barrel 756 with an internal thread. The device is installed on the external thread 114 of the elongated anchor rod 112 by threaded connection of the internal thread 758 of the threaded cylinder 756. Device 750 may be color-coded to identify the type of equipment (eg, electrical, plumbing, ducting, etc.) to be connected to the anchor device, as described above. The device 750 may also protect the male threads 114 of the anchor rod 112 before installing another connection tool or anchor clip, such as, for example, the connection tool 200 or anchor clip 500 described above. The device 750 can be used to attach various connecting tools to the external threads 114 of the truss rod 112. For example, as shown in FIG. 29A, the device 150 can be used to secure the back-up ring 760 to the anchor device 100. The lock washer 762 can be used to facilitate attachment of the back-up ring 760 to the male threads 114 of the anchor device 100. The back-up ring 760 can take on a variety of configurations, including, but not limited to, semicircular, oval ring and other designs. It is assumed that various cables, plumbing fixtures, HVAC components can be passed through the holes of the support ring 760.

[0093] In other embodiments, the elongated truss rod 112 may be internally threaded rather than externally threaded. The female thread can be connected to a male threaded connecting tool, anchors or devices in much the same way as in the previous embodiments. Alternatively, other connection mechanisms are provided for the truss rod 112 and the connection tool, including, but not limited to, bayonet connections, snap connections, friction fit, etc., as will be understood by those skilled in the art.

[0094] Referring now to FIG. 30, which illustrates the structure of an integrated system and methodology for installing equipment on a construction site in accordance with one or more embodiments of the present disclosure. In one exemplary embodiment, the system and methodology 800 will be discussed in connection with the installation of any of the anchor devices 100 of the present disclosure described above. However, it should be appreciated that the system and methodology 800 may have different applications and may be implemented with any type of construction equipment installation. In general, the system and methodology involves the use of Building Information Modeling (BML) to develop a model, such as a 2D or 3D model of a building to be built or under construction, as a template to assist construction personnel in the correct positioning of anchor points. devices 100. In particular, the model will be used to ensure that the array of anchor devices 100 is accurately installed at predetermined locations on the construction site, as specified in accordance with the plan, design, existing building codes, OSHA requirements, etc. In general, the model will be available over a wireless connection and/or over the Internet for access from a portable computing device, including, for example, a smartphone, tablet, laptop, iPhone, etc. (hereinafter referred to as PCD) carried by construction personnel mounted on an execution device or mounted on a telerobot to assist in identifying the proper location to install all of the anchor devices 100 for any of the equipment installation applications mentioned above. Model building software with positional indicators for anchor devices may be available as a subscription-based downloadable application. In some applications, the position indicators of the respective anchor devices 100 to be installed will be included in the model as input after the model is generated, such as as an overlay, or initially included as data used to create 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 received by the PCD at the construction site.

[0095] The system and methodology 800 includes a main server 802 and the aforementioned PCD 900. The main server 800 includes a controller or processor 804 having a memory 806 with software or logic programmed to perform various functions associated with the above-described detection and positioning processes. The server 802 includes a visual or graphical display 808, user input 810 such as a computer keyboard and/or mouse, and a multimedia interface 812 (eg, a wireless or electrical/mechanical connection such as a USB port or CD-ROM) to allow import of program instructions. in accordance with embodiments of the present application. These components are well known in the art and require no further discussion.

[0096] The system further comprises a Building Information Modeling (BIM) data management module 814 connected to a BIM database 816 . The BIM database 816 contains data used in the development of models or maps, including 2D or 3D modeling of a building to be built or developed, or which may be in the partial construction phase. The model to be created by the 814 BIM module is usually detailed in terms of design, construction and construction documentation of building assemblies, systems, equipment and components, including heating, HVAC, plumbing, electricity, concrete building columns, steel I-beams, floors, etc. It is preferable that the built model or models be as complete as possible to include all components, systems, equipment and components of the building. In the exemplary embodiments, the model or models generated by the BIM module 814 contains the locations of all anchor devices 100 to be installed on the construction site for all equipment applications. Data related to positional indicators for the location of the anchor device may be available as data within the BIM database 816 when the model is first created by the BIM module 814. Alternatively or additionally, this data may be entered via user input and/or interface 810 and subsequently included in the model. As an additional alternative, the feedback received from the PCD 900 can be included in the model to update the model as anchor devices are installed.

[0097] The server 802 further comprises an I/F network interface 818 that provides communication, wireless or wired, between the server 802 and the PCD 900 at the construction site. Thus, the network I/F 818 will send data to be received and potentially displayed by the PCD 900, and will receive data from the PCD 900. Said data may include only certain parts of the model(s) of interest to construction personnel, for example, areas of the building requiring anchoring devices, or include model(s) of the entire building to be constructed. A network I/F (which may include, for example, modems, routers, and Ethernet cards) allows the system to connect to other data processing systems or devices (such as remote displays or other computing and storage devices) via intermediate private or public computer networks (wired and /or wireless).

[0098] As used herein, the term "processor" refers to one or more individual processing devices, including, for example, a central processing unit (CPU), microprocessor, microcontroller, application specific integrated circuit (ASIC), field programmable gate array (FPGA) or another type of processing circuit, as well as parts or combinations of such circuit elements.

[0099] In addition, the term "memory device" refers to a storage device associated with the processor, such as, for example, random access memory (RAM), read only memory (ROM), removable storage, fixed storage and / or flash -memory. The multimedia interface I/F 812 may be an example of a removable storage device, while the other types of storage device mentioned may be examples of a storage device 806. In addition, the terms "storage" and "multimedia" can be considered as examples of what is more generally called a "computer software product". The computer program product is configured to store computer program code (ie, software, microcode, program instructions, etc.). For example, computer program code, when loaded from memory 806 and/or multimedia I/F 818 and executed by processor 804, causes the device to perform functions associated with one or more of the components and technologies of system 800. One skilled in the art would easily be able to implement such computer program code in the light of the ideas presented in this document. Similarly, the components and technologies described herein may be implemented with a computer program product that includes computer program code stored on a "computer-readable storage medium." Other examples of computer program products embodying embodiments of the present invention may include, for example, optical or magnetic disks. In addition, the computer program code can be downloaded from the network I/F 918 executed by said system.

[00100] In addition, the I/O interface formed by devices 1106 and 1108 may be used to input data to processor 804 and to provide initial, intermediate, and/or final results associated with processor 804.

[00101] Referring now to FIG. 31 for a discussion of the PCD 900. The PCD 900 will contain the necessary hardware components to communicate or interact with the server 802. The PCD contains an I/F network interface 902 having wireless capabilities (e.g., 4G or 5G) to provide wireless communication with the network I/F 818 server 802 or any wireless systems installed on the construction site. Alternatively, the connection to the server 802 may be via a wired network using Ethernet cables, multiple routers, switches, and so on. for data transfer. The PCD 900 includes a conventional processor 904 and a memory 906 that stores program instructions executable by the processor 904.

[00102] The PCD 900 further comprises a display 908, such as an LED or LCD screen, for displaying model data, and user input 910 in the form of, for example, a mouse, keyboard, or touch screen for data entry. The PCD 900 further comprises a position indicator module 912 configured to determine the location or position of the PCD 900 relative to the model generated by the building/site construction BIM model module 814. In one exemplary embodiment, the position indicator module PCD 912 requires the installation of a native application downloaded by the user to the storage device 906 of the PCD 900, such as on a subscription basis. In some embodiments, application access may be tiered, that is, certain tiers may have higher functionality than other tiers, resulting in a higher subscription price for higher functional tiers. Alternatively or additionally, an existing web browser hosting the application may be available. The position indicator module 912 may include any type of software capable of receiving input from various sensors or components associated with the PCD 900 to determine the location of the PCD 900 relative to a building or site model.

[00103] Any conventional outdoor and/or indoor positioning systems are provided as components of the position indicator module 912, which can be included in the position indicator module 912 to determine the exact location of the PCD 802.

[00104] The PCD 900 further comprises a collection of sensors or components that can be used singly or in combination as positioning systems to track the location of the PCD 900 relative to the generated building model and to provide data related to the anchoring process back to the server. These sensors include, but are not limited to, WIFI 914, Bluetooth 916, camera 918, global positioning system (GPS) sensor 920, gyroscope 922, magnetometer 924, accelerometer 926, proximity sensor 928, and radio frequency identification (RFID) device or sensor 930. ). These sensors are built into most commercially available smartphones, tablets, laptops.

[00105] In some embodiments, the GPS sensor 920 is used in a conventional manner to track the PCD 900 relative to the generated building model. The 920 GPS sensor is effective in open structures where line of sight of the PCD 900 is available. Cellular based triangulation methods using GPS are also provided. In other embodiments, a WIFI positioning methodology such as WPS or Wipes/WFPS may be used with the WIFI 914, alone or in combination with GPS capabilities, by tracking the location of the PCD 900 relative to the nearest known Wi-Fi access point(s), one or more number of which can be installed on a commercial site. Bluetooth Low Energy (BLE) technology can be used where signals from commercial site reference beacons form the basis of indoor positioning technology. The PCD 900 detects the signal from the beacon using Bluetooth 916 and can approximate the distance to the beacon and therefore estimate the location of the PCD 900. This data is sent to the reader along with the location signal. Active RFID location tracking systems are also provided using active or passive RFID tags located as known control points detected by the RFID or the 930 module.

[00106] In other exemplary embodiments, the 924 PCD 900 magnetometer can be used alone or to complement other methodologies in which fingerprint technology is used to map magnetic fields at a construction site, and the 924 magnetometer can then use this map to search the location of the PCD 900 relative to the created map. In other embodiments, an inertial navigation methodology may be used that includes an accelerometer 926 and a gyroscope 922 of the PCD 900 to continuously calculate the position, orientation, and speed (heading and speed) of the PCD 900 based on a reference or known starting point. A visual positioning methodology including a camera 918 of the PCD 900 can determine the location of the PCD 900 by decoding location coordinates from visual relative marks that are encoded with the location coordinates of the mark.

[00107] Examples of location methodologies are disclosed in US Pat. No. 9,539,164 to Sanders and US Pat. No. 9,749,780 to Huang et al., with the entire contents of each disclosure incorporated herein by reference.

[00108] In other embodiments, an infrared (IR) sensor station may be mounted, for example, on a tripod, and calibrated. The light emitted by the IR LED is reflected, for example, from the PCD 900 or the component on which the PCD is mounted, and is captured by the 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 position sensors described above to correctly locate one or more subsequent anchor positions based on a previously stored anchor reference device or some other known reference point on the construction site.

[00109] In another aspect of the present disclosure, RFID sensor 930 of said PCD 900 may be used to scan RFID tags mounted on or associated with components of anchor devices 100, such as a tag or code 109 mounted on cover 108 (FIGS. 5A-5C) , or the RFID tag 708 of the locking plate 700. Scanning the RFID tags with the RFID sensor allows the system 900 to collect information and data regarding the anchor devices that are or are to be installed. The data may include, but is not limited to, manufacturer of anchor device components, lot numbers, date of manufacture, installer, date of installation, and any other metadata that may be useful in tracking and forwarding installation and product details back to the 802 or PCD 900 server. This information would be invaluable for keeping a record of the progress of anchoring, etc.

[00110] Referring now to FIG. 32, which illustrates a main flow diagram 1000 illustrating a method for installing anchor devices in accordance with an exemplary embodiment of the present disclosure. In STEP 1002, a building model, such as a 3D building model, is developed by the BIM module 814 using traditional building model techniques. At STEP 1004, data is entered into the building model to indicate the locations of the anchor device sets to be installed in the building. As mentioned above, each set of anchor devices can be assigned to a variety of construction equipment, including but not limited to heating, ventilation, HVAC, electrical, plumbing, safety guards, and so on. In some embodiments, position indicators for anchor devices may be displayed as an overlay on the map. In other embodiments, the anchor position indicators may be embedded into the map at STEP 1002. It is further contemplated that STEP 1004 may be combined and data regarding the anchor position indicators may be included in the original model. Each set of anchor devices 100 can be placed in the site model, such as structural concrete columns and piers, at any predetermined locations, thereby providing a mechanism to eventually install the equipment in an orderly manner without any problems with misalignment, intersections. and other equipment. Moreover, the layout of the equipment to be installed is easily visible through the created model for personnel on the server side 802 and on the PCD side 900. Also, if any adjustments are required regarding the location of any of the anchor devices 100, this can be done through data entry on the server side 802 or alternatively on the PCA 900 side.

[00111] At STEP 1006, the user accesses the PCD and opens the model on the PCD 900 (STEP 1008) and visualizes the locations of the anchor devices 100 that the operator is responsible for installing. Following a model or map, the operator navigates to a set of anchor devices guided by any of the positioning systems described above. (STEP 1010). For example, with reference to FIG. 33 which is similar to FIG. 12, the visual display 908 of said PDA may present a three-dimensional model, at least including the vertical formwork plates "v" and the horizontal formwork plate "h", and the user's environment. The visual display may be indexed, for example, with a crosshair "x" of the display corresponding to the positional locations where the anchor devices are to be installed. In embodiments, it is contemplated that the PCD 900 may provide, in addition to providing a visual indication of the location of the visual indicators, an audible indicator (e.g., beep, voice indicator), vibration, turning on a light in the PCD 900, or any other means, including, but not limited to, tactile or visual indicators when the PCD 900 is in the correct location to install the anchor device. The installer then places the anchor devices into the concrete formwork as described above, at least in connection with FIG. 6-16. (STEP 1012).

[00112] In addition, the operator scans with the RFID scanner 930 the specified PCD RFID tags associated with various components of the anchor device. (STEP 1014) The data obtained with the RFID tag or barcode may be stored in the PCD 900 and/or transmitted back to the server 802, either at the instruction of the operator or automatically. (STEP 1016). The data obtained with the 930 RFID scanner provides at least two benefits: 1) provides metadata associated with the installed anchor device, including manufacture, installer, installation date, batch number, etc., for accounting purposes; and 2) provide an indication that the anchor device at that location has been installed. At STEP 1018, the model is updated to include the information received by the RFID scanner 930. The operator then proceeds to install the additional anchor devices 100 following the original or updated model to the next anchor position shown on the model and installs the additional anchor device 100 in the same manner. The operator proceeds to subsequent position indicators for each of the anchor devices in the set and repeats at least STEP 1010-1016 for each anchor device 100.

[00113] The procedure outlined in the flowchart of FIG. 32 may be repeated for each set of anchor devices 100. For example, the first set may be installed to support an electrical cable. A second set can be installed to support plumbing fixtures, etc. Third kit for installing HVAC equipment, etc. It is intended that the model may include different colors as anchor position indicators to match the respective installation equipment. For example, red for electricity, blue for plumbing, orange for HVAC, etc. Alternatively or additionally, the model data sent from the server side may include only those anchor position indicators that are associated with the installation of a particular equipment.

[00114] Thus, as each anchor device or set of anchor devices 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 anchor devices 100. It is contemplated that the updated model may include an indication distinguishing between the anchor location where the anchor device was installed, the anchor device 100, and those positions where the anchor device 100 was not installed. anchor location positions without anchor device 100 installed may be marked with a red circle or dot on the model, or alternatively, anchor device 100 installed will be indicated by a solid circle and anchor device 1000 not installed will be an open circle. Other visual indicators are also provided. In this way, the operator can view the status of the anchor installation process and identify those anchor positions that require installation of the anchor device 100.

[00115] It should be understood that the block diagram in FIG. 32 includes STEPs that may be combined, may be performed in a different order than indicated in the diagram, and/or some of the STEPs may be omitted.

[00116] As another aspect of the present disclosure, an actuator 1100 is provided for automatically placing stop plate fasteners into the formwork. Fig. 34 schematically illustrates one exemplary actuator 1100 in accordance with the present disclosure. This actuator 1100 may include any power actuator 1102 connected to a plunger 1104 reciprocating in the direction of the direction arrows z1, z2. The drive mechanism 1100 may include hydraulic, electro-pneumatic, magnetic, mechanical, spring mechanisms. In some embodiments, the PCD may be installed directly on the actuator 1100. The actuator 1100 may have a self-feed mechanism 1106 in which lock plates 104, 700 with installed fasteners are loaded into the chamber of the actuator 1100 and sequentially placed on the formwork at the desired anchor location. . The actuator 1100 may be actuated whereby a plunger 1104 coupled to the actuator 1002 of the actuator 1100 is advanced in the "Z1" direction to position the lock plate 104, 700 at the anchor location and advance the fasteners through the fastener receiving holes in the formwork. One device that can be configured to self-feed the lock plate and nails or fasteners is disclosed in US Pat. No. 6,302,310 issued to Lamb, the entire contents of which are incorporated herein by reference.

[00117] Actuator 1100 may include a processor 1108 coupled to memory 1110 and battery 1112 to operate 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 anchors installed, and control the operation of an indicator, such as a visual indicator, to inform the operator of the condition of the battery. The actuator 1000 includes an interface 1114 for transmitting the collected data to a server 802 or a portable computing device 900. In some embodiments, the actuator 1100 includes a laser depth gauge or range finder system 1118 configured to assist the operator in the correct location of the actuator 1100 relative to the installation position of the anchor. The laser distance system 1118 can correctly identify the location between the installed anchor to be used as a reference and the anchor device 100 to be installed by knowing the desired distance between the anchor devices. Thus, the laser distance system 1016 can complement the aforementioned positioning systems by ensuring that the anchor device 100 is placed in the proper anchor location. In some embodiments, the laser rangefinder 1016 may be the only methodology used to locate the next position of an anchor location by using one or more previously placed anchor(s) as reference(s) and practicing the orienting anchor for subsequent placement of additional anchor devices. The laser rangefinder 1118 may include an alarm, such as an audible or visual alarm, when the actuator is at the appropriate installation location. The audible signal may become progressively louder, such as a beep when the actuator approaches the correct anchor insertion position, and then may emit a sustained sound when the actuator is positioned at the exact anchor insertion location. The actuator 1100 may further comprise a light source (LS) 1120 such as an incandescent or arc lamp, gas discharge lamps, and light emitting diodes. The light source 1120 may be used when the actuator 1100 is used in dark environments, at night, or when there is a power loss at the construction site, etc. It is contemplated that the light source may assist the operator in locating and illuminating the area for anchor placement. In one embodiment, the light source is an LED. A power supply (PS) 1122, either external to the actuator or an internal battery (eg, rechargeable) is also provided to power components of the actuator 1000.

[00118] In additional embodiments, the execution device 1100 may be mobile, such as a robot, telerobot, partially controlled robot, mobile unmanned robot, etc. The mobile unit (schematically labeled mobile 1124 in FIG. 34) provides self-navigation capabilities to an agent controlled by the server 802 or PCD 900, or a combination thereof, a storage device located within the agent 1100. The mobile unit 1124 will be controlled by signals sent by the server 802 or PCD 900. One skilled in the art can readily imagine the methodologies for controlling actuator motion based on the generated position signals described above.

[00119] FIG. 35 illustrates a distributed communications/computing network (processing platform) according to which one or more embodiments of the present invention may be implemented. As an illustration, in FIG. 34 depicts a communications system 1200 that includes a plurality of computing devices 1204-1 through 1204-P (collectively referred to herein as computing devices 1204) configured to communicate with each other over a network 1202.

[00120] Network 1202 may include, for example, a wide area 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 various parts or combinations of these and other types of networks. (including wired and/or wireless networks).

[00121] As described herein, computing devices 1204 may represent a large number of devices. For example, computing devices 1204 may include the PDA 900 described above, a portable device such as a mobile phone, smartphone, tablet, computer, client device, and so on. Computing devices 1204 may alternatively include a desktop or laptop personal computer (PC), server, microcomputer, workstation, interactive terminal, mainframe computer, or any other information processing device that can implement any or all of the techniques detailed in accordance with one or more embodiments of the present invention. In other exemplary embodiments, the server 802 and PDA 900 may be combined as a single unit and located on a construction site.

[00122] One or more computing devices 1204 may also be considered a "user". The term "user" as used in this context should be understood to include, by way of example and without limitation, a user device, a person using or otherwise associated with said device, or a combination thereof. Therefore, an operation described herein as being performed by a user may, for example, be performed by a user device, a person using or otherwise associated with said device, or a combination of both person and device, the context of which is clear from the description.

[00123] In addition, as noted herein, one or more modules, elements, or components described in connection with embodiments of the invention may be located geographically remote from one or more other modules, elements, or components. That is, for example, the modules, elements, or components shown and described in the context of FIG. 30-34 may be distributed in an Internet-based environment, a mobile telephony-based environment, an interactive terminal-based environment, and/or a local area network environment. The system and methodology is not limited to any particular of these implementation environments.

[00124] By way of example, in an Internet and/or telephony based environment, the system is configured to allow the user to identify the correct setting to install the anchor at the end of the PCD (one of the computing devices 1204 in FIG. 35) and the image is transmitted to the remote a server (another computing device 1204 in FIG. 35) for processing and analysis, as detailed herein. At least part of the processing and analysis may be performed on the user's side.

[00125] In addition, for example, in an interactive terminal-based environment, a device (one of computing devices 1204 in FIG. 35), such as a PCD 900, captures an image or allows a user to select an image, and the image is transmitted via a wired or wireless connection to a server (another of the computing devices 1204 in FIG. 35) for processing and analysis as described herein. Again, at least some of the processing and analysis may be performed on the user's side.

[00126] In a LAN-based environment, all image capture, processing, and analysis may be performed by one or more computing devices (1204 in FIG. 35) that are locally connected to the LAN.

[00127] In one or more embodiments, the computing system environment shown in FIG. 35 uses a cloud computing platform, where "cloud" refers to a shared computing infrastructure that implements the cloud computing paradigm. For example, according to National Institute of Standards and Technology Publication #800-145, cloud computing is a model for providing ubiquitous, convenient, on-demand network access to a shared pool of configurable computing resources (e.g., networks, servers, storage, applications, and services) that can be quickly provided and released with minimal effort to manage or interact with the service provider. Cloud computing platforms (also sometimes referred to as data centers) are deployed and managed by cloud service providers that provide customers (tenants) with a computing environment to run their applications (such as business applications or otherwise). Applications typically run on one or more computing devices (eg, host devices or hosts) and write data to and read data from one or more storage devices (eg, hard drives, flash drives, etc.). The storage devices may be removed from the host devices such that they are linked through a communications network. However, some or all of the storage devices may be part of the same computing devices that the hosts implement.

[00128] In one or more embodiments, the computing system environment shown in FIG. 35 uses blockchain/distributed ledger technology. The terms "block chain", "ledger", and "distributed ledger" can be used interchangeably. As is known, the block chain or distributed ledger protocol is implemented through a distributed decentralized computer network of computing nodes. A given one of the block chain compute nodes (ledger nodes) resides on the client, or otherwise the client has access to the block chain compute node. Computing nodes are functionally linked by a peer-to-peer communication protocol. In a computer network, each computing node is configured to maintain a chain of blocks, which is a cryptographically protected record or ledger of data blocks that represent corresponding transactions in a given computing environment. The block chain is secured through the use of a cryptographic hash function. Thus, each block chain is a growing list of data records protected from forgery and revision, and usually includes a timestamp, current transaction data, and information linking them to the previous block. In particular, each subsequent block in the block chain is a block of data that contains the given transaction(s) and the hash value of the previous block in the chain, that is, the previous transaction. That is, each block is usually a group of transactions. Thus, preferably, each block of data in the block chain represents a given set of transaction data plus a set of all data of the previous transaction. In the case of implementing a distributed blockchain ledger like bitcoin, the block chain contains a record of all previous transactions that have taken place on the bitcoin network. The bitcoin system was first described in S. Nakamoto, "Bitcoin: A Peer to Peer Electronic Cash System", 2008, the disclosure of which is hereby incorporated by reference in its entirety.

[00129] In another alternative embodiment, the stop plate can be magnetically attached at desired locations using a metal stop plate and high strength magnets that can be positioned under the plywood formwork of the concrete formwork to be cured. This will eliminate the need to advance the fasteners through the lock plate, as the lock plate will be held in the desired position by the appropriate magnet. The high strength magnets and/or locking plates can be positioned relative to the concrete form using any of the positioning mechanisms described above.

[00130] In addition, the use of high strength magnets allows the system to be used in construction methodologies using steel beams instead of or in addition to concrete columns, structures, etc. More specifically, the metal locking plates or magnets may be positioned relative to the steel or magnetic beam by any of the positioning systems described above. Once in the proper location, either the magnets or the locking plates can be positioned adjacent to their designated components. The magnetic forces between the components will hold the components in the desired calculated locations without the use of fasteners. After that, a drill is passed through the anchor plate to create a hole in the beam. The lid is slid down the truss rod and the truss rod is screwed into the lid in the same manner as previously described.

[00131] Referring now to FIG. 36A-36C, which illustrate another exemplary embodiment of an anchor device according to the present disclosure. Anchor device 2000 includes an anchor rod 2002 (FIGS. 37A-37C), a locking plate 2004 (FIGS. 38A-38D) and an overlay 2006 (FIGS. 39A-39D). The truss rod 2002 has an L-shape similar to the truss rod in earlier embodiments. In accordance with this embodiment, the anchor foot 2008 includes an internal thread 2010, passing for part of its length. The internal thread 2010 may be constant in internal diameter or may vary, as shown in FIG. 37A-37C. In one embodiment, the distal end of the female thread 2010D defines an internal dimension greater than that of the proximal end 2010P of the internal thread 2010. For example, the distal internal thread 2010D may have a ¾ inch internal dimension, while the proximal internal thread 2010P may have a ½ inch internal dimension. Other arrangements are also provided. Anchor leg 2008 further comprises an external thread 2012 at its extreme distal end.

[00132] Referring to FIG. 36A-36C and 38A-38D, where the stop plate 2004 comprises a round plate segment 2014, although other shapes are contemplated, and one or more mounting holes 2016 for receiving fasteners for attaching to the formwork board. The locking plate 2004 further comprises an external thread 2018 extending proximally from the plate segment 2014. The male thread 2018 cooperates with the distal female thread 2010D of the truss rod to attach the components to each other via a threaded connection. Other methodologies are also contemplated, including bayonet connection and the like.

[00133] Referring now to FIG. 36A-36C and 39A-39D, in which the patch 2006 functions similarly to the cover 108 in FIG. 1. The pad 2006 defines an internal thread 2020 that interacts with the external thread 2012 of the truss rod 2002. The pad 2006 prevents concrete from entering the interior of the pad 2006 and also keeps its internal cavity 2022 for access by the truss rod 2002.

[00134] The anchor device is used similarly to the previous embodiment. For example, the stop plate 2004 is attached to the formwork using fasteners. The escutcheon 2006 is attached to the truss rod 2002 by jointly connecting the internal thread 2020 of the escutcheon 2006 and the external thread 2012 of the truss rod 2002. Thereafter, the truss rod 2002 is attached to the locking plate 2004 by threading the male thread 2018 of the locking plate and the internal distal thread 201 0D anchor rod 2002. (See Figs. 36A-36C). The entire assembly is attached to the formwork slab. The concrete is formed and the patch 2006 forms a cavity in the concrete to allow access to the truss rod 2002. Connectors, tools, fasteners, safety devices, fasteners for mechanical lines, electrical lines, etc. can be attached to the tether rod 2002 using external threads. In embodiments, the tools include external threads sized to engage with the proximal internal threads 2010P of the truss rod 2002. Alternatively, the connecting tool may be threaded to the internal threads 2010D of the truss rod 2002.

[00135] Referring now to FIG. 40A-43D, which illustrate another exemplary embodiment according to the present disclosure. Anchor device 4000 includes an anchor rod 4002, first and second end pieces 4004, and an anchor tool 4006. This system can be used in the manufacture of curved concrete formworks, such as the Sonotube ^™ formwork, although the device can also be used in straight support structures.

[00136] With reference to FIG. 40A-41C, the truss rod 4002 typically has an arcuate or sinusoidal configuration to resist migration in hardened concrete. The truss rod 4002 has opposite male threads 4008 at opposite ends of the truss rod 4002.

[00137] With reference to FIG. 40A-40C and 42A-42D, the end pieces 4004 comprise a ring 4010 and a spout 4012. The spout 4012 defines a cylindrical segment 4014 and a generally tapered or tapered section 4016. in fig. 42A-42D for threaded engagement with the male thread 4008 of the truss rod 4002 for connecting two components. The interior cavity 4018 of the end piece 4004 defines a circular surface 4020 that is interrupted by generally polygonal segments 4022.

[00138] With reference to FIG. 40A-40C and 43A-43D, the anchor tool 4006 attaches the end pieces 4004 to the external threads 4008 of the truss rod. The anchor tool includes an internal structure 4024 that matches the size and configuration of the internal cavity of the end pieces 4004. For example, the inner structure 4024 includes an inner circumferential circle 4026 interrupted by polygonal protrusions 4028 that fit snugly within the corresponding circular surface 4020 and the polygonal segments 4022 of the end pieces 4004. Thus, when engaged, the anchor tool can be rotated to cause corresponding rotation of the end pieces 4004. Other dimensional and design solutions are also contemplated. The anchor tool 4006 also includes a handle 4028 and an internal socket 4030 remote from the internal structure (ie, on the other side of the tool) to receive a socket wrench.

[00139] As noted above, the anchor device 4000 can be used with a concrete round or column formwork, such as the commercially available Sonotube ^™ formwork used to make concrete round columns. In use, opposite holes are drilled in the round concrete formwork and one nose of the end piece is, for example, attached to the male thread 4008 of the tie rod 4002. The free end of the tie rod 4002 is passed through the first hole in the round concrete formwork and advanced towards the second hole. After abutting the second hole, the second end piece is inserted into the opposite hole in the round concrete formwork and screwed onto the other threaded end 4008 of the anchor rod 4002. Both end pieces 4004 are attached to the round concrete formwork connecting the anchor tool 4006 in the manner described above, i. engagement of the internal structure 4024, including the inner circumferential circle 4026 and the polygonal projections 4028, with the internal cavity 4018 of the end piece 4004, including the circular surface 4020 and the polygonal segments 4022. concrete formwork, and the cylindrical section spans the thickness of the concrete formwork. Ring 4010 is outside the concrete formwork. The concrete is then poured into the formed space and allowed to harden. After curing, the end pieces 4006 can be removed with an anchor tool by engaging the anchor tool with the end pieces and unscrewing the external threads of the tie rod 4002. details. After the end pieces 4006 are removed, the external threads 4008 of the anchor rod 4002 are exposed to connect or support building materials or equipment such as air ducts, electrical cables, plumbing, sprinklers, safety wires or guardrails, etc. within the construction site, etc. It should be noted that each tapered nose 4012 provides a cavity, similar to that described above in connection with the previous embodiments, to access the external thread. The male threads 4010 will be located within the cavity formed by the nose cone of the end pieces bounded within the outer boundary of the concrete column.

[00140] FIG. 44 is a block diagram 5000 showing the application of the anchor device 4000. In STEP 5002, opposite holes are drilled in a concrete formwork such as wood or plastic, round, square, etc. or any configuration. In STEP 5004, the end piece is attached to one threaded end of the truss rod. In STEP 506, the free end of the anchor rod advances inside the first hole and advances towards the opposite hole, whereby the nose of the end piece to be installed enters the first hole and is positioned in the interior of the cement formwork. In STEP 508, the spout of the other end piece advances into the opposite hole in the concrete formwork and connects to the threads of the free end of the truss rod. In STEP 510, each end piece is pressed against the cement mold. In STEP 512, cement is poured into the formwork and allowed to harden. In STEP 514, the end pieces are removed with an anchor tool to expose the threads. It should be understood that some of these STEPs may be combined or performed out of sequence as presented herein. Moreover, it is also possible that the end pieces can be attached to the tie rod while the tie rod is located inside the cement mold. Other options are also provided.

[00141] In exemplary embodiments, the present disclosure is directed to a method including creating a building model for a building to be constructed at a construction site, identifying positional locations within the building model for installing one or more anchor devices within structural members of the building model, transmitting the model building to the portable computing device at the construction site; and identifying the location of the portable computing device for the predetermined positional location. At least these steps of creating, identifying, transmitting and identifying are implemented by at least one processing device containing a processor and a storage device. Said method may include placing one anchor device at a predetermined positional location. The method may further include identifying the location of the second predetermined positional location and further include placing one anchor device at the predetermined positional location. Structural elements may include at least one of beams, columns, trusses, floors and ceilings. Structural elements may include concrete or cement, such as pre-poured concrete. The creation of the model may include the use of a server building information modeling module. Said method may further include using a portable computing device at a construction site to assist an operator in identifying appropriate building position locations. Identifying positional locations in the building model may include using a positional indicator module in the portable computing device to indicate the location of the portable computing device relative to a given positional location on the model. The use of said positional indicator may include using at least one component or sensor of the portable computing device to assist in identifying the location of the portable computing device relative to a predetermined positional location. Using at least one component or sensor of the portable computing device may include receiving feedback from one or more of the WIFI, Bluetooth, camera, GPS sensor, gyroscope, magnetometer, accelerometer, proximity sensor, or RFID sensor of the personal computing device. The method may further include scanning the visual indication data on the one or more anchor devices to verify information related to the production attribute of the one or more anchor devices or the installation attribute of the one or more anchor devices. Said method may further include transmitting the visual indication 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 the manufacture, distributor, batch, or model of one or more anchor devices. The install attribute may include at least one of an installer, an install date, or an inspector. Scanning the visual indication data may include using the personal computing device's RFID sensor to scan RFID tags on components of one or more anchor devices.

[00142] In other exemplary embodiments, the computer program product comprises a non-volatile computer-readable storage medium encoded with computer program code that, when executed on a computer processor, causes the computer to perform the indicated steps of this disclosure.

[00143] In other exemplary embodiments, the system comprises one or more processors operatively coupled to one or more memories configured to: create a building model for a building to be constructed at a construction site; identifying positional locations within the building model for installing one or more anchor devices within structural elements of the building model; transferring the building model to a portable computing device at the construction site; and identifying the location of the portable computing device for the given positional location.

[00144] In other illustrative embodiments, an anchor system for installation in a support structure comprises at least one anchor device, containing a locking plate, configured to be attached relative to the formwork plate used to form a concrete support, an elongated anchor containing a connecting segment at one end for connection with a construction tool, a connecting piece mounted on an elongated anchor, and the connecting piece is manipulable for connection with a locking plate to at least partially attach the elongated anchor to the locking plate, and a cover mounted around the elongated anchor and configured to movement for positioning over the connecting piece and stop plate. The connecting piece may define a central opening configured to at least partially receive the connecting segment of the elongated anchor, and wherein the connecting piece and the connecting segment are an interacting structure for releasably attaching the connecting piece and the elongated anchor. The connecting part can define an internal thread at least partially inscribed in the specified hole, and at the same time, the connecting segment of the anchor contains an external thread, made with the possibility of threaded connection with the internal thread of the connecting part, for detachable attachment of the connecting part and the elongated anchor. The lock plate and the connecting piece may be an interacting structure configured to attach the connecting piece to the lock plate. The stop plate may define a plate opening and at least one orienting slot adjacent to the plate opening, and the fitting may comprise a central segment defining an opening of the fitting and at least one wing extending from the central segment, whereby the central segment and at least one wing is respectively configured to receive inside the plate opening and at least one stop plate orientation slot at a first angular orientation of the fitting and the stop plate, and whereby the relative rotational movement of the connecting part and the stop plate in their second angular orientation is at least partially attaches the connector to the stop plate. The lock plate may define two opposite orienting slots, and the connecting part contains two opposite wings, having the appropriate dimensions to receive inside the two opposite orienting slots at the first angular position of the connecting part and the locking plate. The lid may define a lid bore for receiving an elongated anchor. The lid may further define an internal thread inscribed in the passage opening of the lid, wherein the internal thread is configured to engage with the external thread of the elongated anchor to advance the lid relative to the elongated anchor. The stop plate may include at least one fixing hole configured to receive a fastener for attaching the stop plate to the formwork board. Said anchor system may comprise a plurality of anchor devices.

[00145] In other illustrative embodiments, the construction method includes anchoring at least one anchor device to a formwork used to create a concrete support structure, including: attaching a stop plate of at least one anchor device to the formwork slab; connection of an elongated anchor of at least one anchor device with a locking plate, and the elongated anchor contains an external thread; advancing the cover of at least one anchor device along the elongated anchor for positioning relative to the slab; placing concrete within the formwork to create a concrete support structure, whereby the cover isolates at least a portion of the external thread of the elongate anchor from the concrete; and removing the slab to at least partially open the cover and at least a portion of the external thread of the elongate anchor. Placing concrete may include forming an insulated internal cavity within the cover with at least a portion of the external thread of said anchor extending inside said internal cavity. Connecting the elongate anchor may include placing a fitting of at least one anchor device around an external thread of the elongated anchor and connecting the fitting to a stop plate. The connecting part may contain an internal thread, and the installation of the connecting part includes a threaded connection of the connecting part with the external thread of the specified anchor. The locking plate may define a plate opening and at least one orienting slot adjacent to the plate opening, and the fitting may comprise a central segment defining an opening of the fitting and at least one wing extending from the central segment and further including positioning the central segment and at least one wing, respectively, inside the plate hole and at least one orienting groove of the lock hole and rotation of the connecting part for attaching the connecting part and said anchor relative to the lock plate. The lid may define a lid bore with internal threads, and the advancement of the lid includes threading the internal threads of the lid to the external threads of the elongated anchor. Said method may further include attaching the tool to at least a portion of the male thread of said anchor after removal of the plate. The tool may contain a threaded segment, and the tool mount includes a threaded connection of the tool with a part of the external thread of the specified anchor. Said method may further include supporting construction equipment with said tool. Said method may also include anchoring the plurality of anchor devices to the formwork. Said tool may be an anchor clamp.

[00146] In other illustrative embodiments, an anchor system for installation in a support structure includes at least one anchor device that includes a locking plate configured to be attached relative to the formwork slab used to form a concrete support, an elongated anchor containing a connecting segment on one end for connection to a construction tool, a connecting piece mounted on an elongated anchor made with the possibility of manipulation for connection with a locking plate to at least partially attach the elongated anchor to the locking plate, a cover mounted around the elongated anchor and made with the possibility of movement for positioning over a connecting piece and a locking plate, and an anchor clip configured to engage with the connecting segment of the elongated anchor.

[00147] It should be appreciated that combinations of different implementation environments are considered to be within the scope of the embodiments of the present invention. One of ordinary skill in the art will implement alternative implementations in light of the illustrative ideas presented herein.

[00148] The terminology used herein is only intended to describe specific embodiments and is not intended to limit the present invention. As used herein, the singular forms of the articles "a", "an", and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. In addition, as used herein, the terms "comprises" and/or "comprising" define the presence of the specified values, features, steps, operations, modules, elements and/or components, but do not exclude the presence or addition of another value, feature, step, operation. , module, element, component and/or group of them.

[00149] The descriptions of various embodiments of the invention have been presented for purposes of illustration, 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.

[00150] The term "construction site" is not limited to commercial and residential buildings, but includes all areas to be built, repaired, maintained, etc. Such sites include, but are not limited to, commercial and residential buildings, tunnels, bridges, stadiums, schools, exterior façade systems, all precast concrete products and anchor points. The anchor device may be installed horizontally, vertically and/or in any other orientation encountered during site construction and in all wet casting applications.

[00151] Although illustrative embodiments of the present disclosure have been described herein with reference to the accompanying drawings, the above description, disclosure, and figures should not be construed as limiting, but merely as examples of specific embodiments. Therefore, it should be understood that this disclosure is not limited to these exact embodiments, and that various other changes and modifications may be made therein by one skilled in the art without deviating from the scope or spirit of this disclosure. For example, while threaded connections are shown to tie or connect certain components, it is contemplated that they can be replaced by any appropriate design such as bayonet connections, snap connections, keyed devices, etc.

Claims (96)

1. Anchor system, containing: at least one anchor device, including: a locking plate adapted to be attached relative to the formwork plate used to form the concrete support; an elongated anchor including a connecting segment at one end for connection to a construction tool; And a connecting piece mounted on an elongated anchor; one of the locking plate and the connecting part forms an opening and an orienting groove adjacent to the opening; while the other of the locking plate and the connecting part forms the main segment and the segment of the wing extending from the main segment; while the main segment and the segment of the wing, respectively, are located in the hole and the orienting groove, at the first angular position of the connecting part and the locking plate; And while the relative rotational movement of the connecting part and the locking plate in the second angular position ensures the fastening of the connecting part and the elongated anchor to the locking plate. 2. The anchor system of claim. 1, in which the connecting piece defines a central hole configured to at least partially receive the connecting segment of the elongated anchor, and wherein the connecting piece and the connecting segment include an interacting structure for releasably attaching the connecting piece and the elongated anchor. 3. Anchor system according to claim 2, in which the connecting part defines an internal thread at least partially inscribed in the specified hole, and at the same time, the connecting segment of the anchor includes an external thread, made with the possibility of threaded connection with the internal thread of the connecting part, for detachable attachment of the connecting piece and an elongated anchor. 4. The anchor system of claim. 1, in which the connecting piece is an individual component separated from the elongated anchor, the cover and the elongated anchor include an interacting structure for releasably attaching the connecting piece to the elongated anchor. 5. The anchor system of claim. 1, in which the locking plate includes a hole and an orienting groove, and wherein the connecting piece includes a main segment and a wing segment. 6. The anchoring system of claim 5, wherein the stop plate defines two opposite orienting slots, and wherein the fitting includes two opposite wings appropriately sized to receive inside the two opposite orienting slots at a first angular position of the connecting part and the stop plate . 7. The anchor system of claim 1, comprising a lid, wherein the lid includes an outer wall defining an interior cavity and defining a lid passageway to receive an elongated anchor, the lid being movable along the elongated anchor to be positioned over a fitting and a locking plate to enclose a connecting piece and a locking plate inside the inner cavity. 8. The anchor system of claim 4, wherein the lid defines an internal thread inscribed in the opening of the lid, wherein the internal thread is configured to engage with the external thread of the elongate anchor to advance the lid relative to the elongate anchor. 9. Anchor system according to claim 1, in which the locking plate contains at least one fixing hole and also contains: at least one fastening element, retractable within at least one fixing hole, for attaching the locking plate to the formwork slab. 10. Anchor system according to claim. 1, containing a construction tool for attaching an elongated anchor to the connecting segment, the construction tool and the connecting segment contain an interacting structure for attaching the construction tool to the connecting segment. 11. The anchor system of claim 10, wherein the elongated anchor connecting segment and the construction tool comprise cooperating threads for attaching the construction tool to the elongated anchor connecting segment. 12. The anchoring system of claim 7, wherein the outer wall of the lid is sized to form a tight tolerance on the outer wall of the stop plate to provide a leak-tight fit or seal against the outer wall of the stop plate. 13. The anchor system of claim. 1, in which the connecting piece and the elongated anchor contain an interacting thread for attaching the connecting piece to the elongated anchor. 14. Anchor system for installation in a concrete support, containing: at least one anchor device, comprising: a locking plate adapted to be attached relative to the formwork plate used to form the concrete support; an elongated anchor containing a connecting segment at one end for connection with a construction tool; a connecting part mounted on the elongated anchor, and the connecting part is made with the possibility of manipulation for connection with the locking plate to at least partially attach the elongated anchor to the locking plate; And a cover mounted around the elongated anchor and made with the possibility of movement for positioning over the connecting piece and the locking plate; wherein the connecting piece forms a central opening configured to at least partially accommodate the connecting segment of the elongated anchor, and wherein the connecting piece and the connecting segment include an interacting structure for releasably attaching the connecting piece and the elongated anchor; wherein the fitting forms an internal thread at least partially defining the hole, and wherein the connecting segment of the anchor includes an external thread configured to be threadedly connected to the internal threads of a pair for detachable fastening of the connecting part and the elongated anchor; wherein the lock plate and the connecting part include an interacting structure configured to attach the connecting part to the lock plate; while the locking plate forms a hole in the plate and at least one orienting groove adjacent to the hole in the plate; And wherein the connecting part includes a central segment defining the opening of the connecting part, and at least one wing extending from the central segment, wherein the central segment and at least one wing, respectively, are placed in the opening of the plate and, in at least one orienting groove of the locking plate, at the first angular position of the connecting part and the locking plate, wherein the relative rotational movement of the connecting part and the locking plate to the second angular position at least partially attaches the connecting part to the locking plate. 15. Anchor system according to claim 14, wherein the stop plate defines two opposite orienting slots, and wherein the fitting includes two opposite wings appropriately sized to receive inside the two opposite orienting slots at a first angular position of the connecting part and the stop plate . 16. The anchor system of claim 15, wherein the lid defines a lid bore to receive an elongated anchor. 17. The anchor system of claim 16, wherein the lid defines an internal thread inscribed in the opening of the lid, the internal thread being configured to engage with the external thread of the elongate anchor to advance the lid relative to the elongate anchor. 18. Anchor system according to claim 17, in which the stop plate comprises at least one fastening hole configured to receive a fastener for attaching the stop plate to the formwork slab. 19. Anchor system according to claim 18, which contains a plurality of anchor devices. 20. Anchor system for installation in a concrete support, comprising: at least one anchor device, comprising: a locking element configured to be attached relative to the formwork plate used to form the concrete support; an elongated anchor containing a connecting segment at one end for connection with a construction tool; a fitting segment cooperating with the elongated anchor to at least partially secure the elongated anchor to the locking element; And a cover mounted around the elongated anchor and made with the possibility of movement for positioning over at least the locking element. 21. The anchor system of claim. 20, wherein the connector segment defines a central opening configured to at least partially receive the connector segment of the elongated anchor, and wherein the connector segment and the connector segment include an interacting structure for releasable fastening connector segment and extended anchor. 22. The anchor system of claim. 21, in which the segment of the connecting part defines an internal thread at least partially inscribed in the specified hole, and while the connecting segment of the anchor includes an external thread, made with the possibility of threaded connection with the internal thread of the segment of the connecting part , for releasable attachment of the connector segment and the extended anchor. 23. The anchor system of claim. 22, wherein the locking element and the connecting piece segment include an interacting structure configured to secure the connecting piece segment to the locking element. 24. Anchor system according to any one of the previous paragraphs, in which the locking element contains a hole and at least one orienting groove adjacent to the hole; And connector segment mounted on an elongated anchor, wherein the connector segment includes a central segment that defines the opening of the connector, and at least one wing extending from the central segment, the central segment and at least one wing , respectively, are placed in the hole of the locking element and at least one orienting groove of the locking element, at the first angular position of the connecting part segment and the locking element, whereby the relative rotational movement of the connecting part segment and the locking element to the second angular position is at least least partially attaches the connector segment to the retaining element. 25. The anchoring system of claim 24, wherein the locking member defines two opposite alignment slots, wherein the fitting segment includes two opposite wings appropriately sized to receive inside the two opposite alignment slots at the first angular position of the fitting segment, and locking element. 26. Anchor system according to any one of paragraphs. 20-24, in which the locking element includes a connector segment that defines an internal thread. 27. An anchor system according to any one of the preceding claims, wherein the lid defines a lid bore for receiving an elongated anchor. 28. The anchor system of claim 26, wherein the cap defines an internal thread inscribed in the bore of the cap, the internal thread being configured to engage with the external thread of the elongate anchor to advance the cap relative to the elongate anchor. 29. Anchor system according to any one of paragraphs. 20-28, in which the locking element contains at least one fastening hole, configured to receive a fastener for attaching the locking element to the shuttering board. 30. Construction method, comprising: anchoring at least one anchor device to the formwork used to create a concrete support structure, including: attaching the locking element to the formwork slab; connection of an elongated anchor with a locking element; advancing the lid along the elongated anchor for positioning relative to the slab; placing concrete within the formwork to create a concrete support structure, whereby the cover isolates at least a portion of the connecting segment of the elongated anchor from the concrete; And removing the plate to at least partially open the cover and connecting segment of the elongated anchor. 31. The method of claim 30, further comprising attaching the tool relative to the connecting segment of the elongated anchor after the plate has been removed. 32. The method according to any one of paragraphs. 30, 31, in which the placement of concrete includes the formation of an isolated internal cavity within the cover with at least part of the external thread of the specified anchor, passing inside the specified internal cavity. 33. The method according to any one of paragraphs. 30-32, wherein joining the elongate anchor includes positioning a fitting of at least one anchor device around an external thread of the elongated anchor and attaching the fitting to a stop plate. 34. The method according to any one of paragraphs. 30-33 in which the connecting part contains an internal thread, and at the same time, the installation of the connecting part includes a threaded connection of the connecting part with the external thread of the specified anchor. 35. The method according to any one of paragraphs. 30-34, in which the locking plate defines the plate opening and at least one orienting slot adjacent to the plate opening, and the connecting piece includes a central segment defining the opening of the connecting part, and at least one wing extending from the central segment, and also including positioning the central segment and at least one wing, respectively, inside the plate hole and at least one orienting slot of the stop plate, and rotating the fitting to attach the connecting part and said anchor relative to the stop plate. 36. The method according to any one of paragraphs. 30-35, wherein the lid defines a lid bore with internal threads, wherein advancing the lid includes threading the internal threads of the lid to the external threads of the elongated anchor. 37. The method according to any one of paragraphs. 30-36, also including fastening the tool with respect to at least a portion of the male thread of said anchor after removal of the plate. 38. The method according to any one of paragraphs. 30-37, wherein the tool comprises a threaded segment and wherein the tool mount includes a threaded connection of the tool with a male thread portion of said anchor. 39. The method of claim 35, which includes supporting construction equipment with said tool. 40. The method according to any one of paragraphs. 30-39, also containing: creating a building model for a building to be built on a construction site; identifying positional locations within the building model for installing one or more anchor devices within structural elements of the building model; transferring the building model to a portable computing device at the construction site; And identifying the location of the portable computing device for a given positional location; And installing at least one anchor device in a positional location; wherein at least said steps of creating, identifying, transmitting and identifying are implemented by at least one processing device comprising a processor and a storage device. 41. The method of claim 40, further comprising using a portable computing device at a construction site to assist an operator in identifying appropriate building position locations; at the same time, the identification of positional locations in the building model includes: using a positional indicator module in the portable computing device to indicate the location of the portable computing device relative to a predetermined positional location on the model; And wherein the use of the positional indicator includes the use of at least one component or sensor of the portable computing device to assist in identifying the location of the portable computing device relative to a predetermined positional location. 42. The method according to any one of paragraphs. 40, 41, also including: scanning the visual indication data on the one or more anchor devices to verify information relating to the manufacturing attribute of the one or more anchor devices or the installation attribute of the one or more anchor devices; And transmitting the visual indication data to one of the portable computing device or a server associated with the portable computing device. 43. The method according to any one of paragraphs. 40-42, which includes placing one anchor device at a predetermined positional location. 44. The method according to any one of paragraphs. 40-43, including identifying the location of the second predetermined position location, and also including: placing one anchor device at the second predetermined positional location. 45. The method according to any one of paragraphs. 40-44, wherein the structural elements include at least one of beams, columns, trusses, floors, and ceilings. 46. The method according to any one of paragraphs. 40-45 including using a portable computing device at a construction site to assist an operator in identifying appropriate building position locations. 47. The method according to any one of paragraphs. 40-46, in which the identification of positional locations in the building model includes: using a positional indicator module in the portable computing device to indicate the location of the portable computing device relative to a predetermined positional location on the model; And wherein the use of the positional indicator includes the use of at least one component or sensor of the portable computing device to assist in identifying the location of the portable computing device relative to a predetermined positional location. 48. The method according to any one of paragraphs. 40-47, wherein using at least one component or sensor of the portable computing device includes receiving feedback from one or more of WIFI, Bluetooth, a camera, a GPS sensor, a gyroscope, a magnetometer, an accelerometer, a proximity sensor, or an RFID sensor of the personal computing device. devices. 49. The method according to any one of paragraphs. 40-48, which includes scanning the visual indication data on one or more anchor devices to verify information related to the manufacturing attribute of the one or more anchor devices or the installation attribute of the one or more anchor devices. 50. The method according to any one of paragraphs. 40-49, including transmitting the visual indication data to one of the portable computing device or a server associated with the portable computing device. 51. The method according to any one of paragraphs. 40-50, wherein the manufacturing attribute includes at least one of the manufacture, distributor, lot, or model of one or more anchor devices, or at least one of the installer, installation date, or inspector.

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