JP2022506961A - Systems and methods for construction management and equipment positioning by building information modeling - Google Patents

Abstract

The system, method, and equipment are located within the building model to generate the building model of the building to be built at the construction site and to install one or more anchoring devices within the structural elements of the building model. Includes identifying a location, sending a building model to a portable computing device at a construction site, and identifying the location of the portable computing device to a given location. At least a generation step, an identification step, a transmission step, and an identification step are implemented via at least one processing device including a processor and memory.

Description

Mutual Reference of Related Applications This application is a US patent application No. 16 / 186,247 filed on November 9, 2018, and a US patent provisional application No. 62 / 794,905 filed on January 21, 2019. No., and the interests and priorities of U.S. Patent Application No. 62 / 794,905 filed April 30, 2019, the entire contents of which are incorporated herein by reference.

1. 1. Technical Fields The present disclosure relates to construction systems, in particular to systems for installing building equipment via building information modeling (BIM). The present disclosure further relates to a system for installing one or more anchor devices that utilize BIM software in conjunction with one or more positioning systems. One or more positioning systems will allow the anchor device to be accurately installed at selected locations within the building structure according to BIM software. Further, the present disclosure further enables the collection of data regarding each anchor device before or after installation. Data includes, but is not limited to, lot numbers, manufacturers, installers, installation dates, and any other data or metadata that may be tracked for current or past purposes.

The present disclosure further relates to an anchor device. The anchor device can be attached to the formwork used to create the concrete support structure. The concrete is deposited and hardened in the formwork, which causes one or more anchoring devices to be embedded in the concrete support structure. Embedded anchor devices are easily accessible and are coupled to or support construction equipment or equipment such as duct work, electrical cables, plumbing, sprinklers, safety lines, or fences within the construction site. .. Multiple anchoring devices are attached to the concrete formwork to organize construction materials in a manner that facilitates all stages of construction, improves efficiency and structure, and significantly reduces costs and working hours. You can create a system for. In addition, the mounting forms of anchor systems, equipment, and methods have a substantial impact on current commercial and residential construction practices, including concrete support structures in the form of beams, flooring, ceilings, roofs, etc. ing.

2. 2. Background of Related Technologies Currently, there are provisions to accommodate various electrical, plumbing, sprinklers, ductwork supplies, etc. that will be incorporated into the full-finished unit during the construction of residential and / or commercial building structures. When constructing with concrete or concrete structural elements, contractors usually drill drills into hardened concrete to embed fasteners, hooks, rods, etc., along horizontal beams, vertical beams, or ceilings, for example wires. It is necessary to combine and run. Embedding fasteners or hooks in hardened concrete is a cumbersome and time consuming process that can affect the structural integrity of the concrete and / or structure. In addition, multiple vendors, such as electricians, plumbers, and HVAC workers, may require access to the beam structure for the installation of additional fasteners, bolts, and the like. Not only can this have a further potential impact on the integrity of the concrete, but it is also logistical for various vendors who require access to the supporting structure before the finishing work is carried out on site. The problem will be presented.

Accordingly, this disclosure covers new systems, appliances, and methods for assisting contractors in residential and commercial construction. The system and related methods have a great impact on the current construction industry. More specifically, the system and method employ one or more anchoring devices, for example, to create a support structure before depositing concrete in the formwork. Positioned within the formwork, wood, plywood, or any material formwork used. When the concrete support structure is hardened, the formwork is removed and the anchoring device currently embedded in the support structure is easily exposed and used in multiple ways, including wires, pipes, sprinklers and duct work. , Supporting safety straps, safety nets, etc., but not limited to these. Multiple anchoring devices can be positioned within the formwork to meet the needs of the vendor and are strategically positioned within the formwork prior to injecting concrete, allowing the vendor to organize the layout of a particular facility or supply. Can help you do. Each anchoring device can be relatively easily coupled to an unlimited number of construction materials, for example through additional coupling, and as needed, eg, electrical, plumbing, or safety equipment (eg, safety straps, etc.). Hooks, surrounding cable systems) may be "run". Each contractor, eg, an electrician or plumber, can install their own anchoring system in a single concrete formwork without the risk of interfering with other contractors.

In one exemplary embodiment, the method is to generate a building model of a building to be built at a construction site and within the building model for installing one or more anchoring devices within the structural elements of the building model. Includes identifying the location of a building, sending a building model to a portable computing device at a construction site, and identifying the location of a portable computing device for a given location. The generation step, identification step, transmission step, and identification step are implemented via at least one processing device including a processor and memory.

The method may further include installing one anchor device at a given location. The method may include identifying the location of a second given location, and may further include installing one anchor device at the second given location.

Structural elements can include at least one of beams, columns, girders, floors, and ceilings and can be made of concrete or cement.

In embodiments, generating a model involves utilizing a server building information modeling module.

In some embodiments, identifying the location of a building model utilizes a location indicator module within the portable computing device to determine the location of the portable computing device for a given location on the model. Including showing.

In certain embodiments, utilizing a location indicator utilizes at least one component or sensor of the portable computing device to identify the location of the portable computing device for a given location. Including assisting. For example, utilizing at least one component or sensor of a portable computing device can be used for personal computing devices such as WIFI, Bluetooth, cameras, GPS sensors, gyroscopes, magnetometers, accelerometers, proximity sensors, or RFID sensors. Includes receiving feedback from one or more of them.

The method may further include scanning visual marking data on one or more anchor devices to confirm information about the manufacturing attributes of one or more anchor devices or the installation attributes of one or more anchor devices.

In some embodiments, the method further comprises transmitting the visual sign data to a portable computing device or one of the servers associated with the portable computing device. Manufacturing attributes can include at least one of the manufacture, distributor, lot, or model of one or more anchor devices. The manufacturing attribute includes at least one of the installer, the date of installation, or the supervisor.

Scanning the visual sign data may include using RFID sensors in personal computing devices to scan RFID tags on one or more anchor device components.

Computer program products are also envisioned, including non-temporary computer-readable storage media encoded by computer program code that, when run on a computer's processor, cause the computer to implement various steps.

A system is also provided. The system generates a building model of the building to be built at the construction site and identifies the location within the building model for installing one or more anchoring devices within the structural elements of the building model. And one or more memories configured to send the building model to the portable computing device at the construction site and to identify the location of the portable computing device to a given location. Includes one or more processors operably coupled to.

In one exemplary embodiment, the anchor system for installation within the support structure is a lock plate configured to secure to the formwork used to form the concrete support, and a building tool. An elongated anchor with a connector segment at one end for connecting to, a coupler attached to the elongated anchor, and a movable cover that is attached around the elongated anchor and positioned over the coupler and lock plate. Includes at least one anchor device with. The coupler can be manipulated to be coupled to the lock plate to at least partially secure the elongated anchor to the lock plate. The coupler defines a central opening configured to accept the connector segment of the elongated anchor at least partially, and the coupler and connecting segment include a collaborative structure for releasably fixing the coupler and the elongated anchor. .. In embodiments, the coupler defines an internal thread that limits the opening at least partially, and the connector segment of the anchor is thread engaged with the coupler's internal thread to releasably secure the coupler and elongated anchor. Includes external threads configured to.

The lock plate and coupler include a collaborative structure configured to secure the coupler to the lock plate. The lock plate may demarcate the plate opening and at least one locked slot adjacent to the plate opening. The coupler comprises a central segment defining a coupler opening and at least one wing hanging from the central segment. The central segment and at least one wing are acceptable within the plate opening of the lock plate and at least one locked slot, respectively, when in the first rotational orientation of the coupler and lock plate, thereby the coupler. And its relative rotational movement of the lock plate to its second rotational orientation secures the coupler to the lock plate at least partially. The lock plate may define two opposite keyed slots so that the coupler is received within the two opposite keyed slots when in the first rotational orientation of the coupler and lock plate. Includes two opposing wings that have been dimensioned.

The cover defines a cover passage for receiving the connector segment of the elongated anchor. In embodiments, the cover defines an inner thread that limits the cover passage, and the inner thread is configured to work with the thread segment of the elongated anchor to advance the cover relative to the elongated anchor. There is.

The lock plate may include at least one fastener opening configured to receive fasteners for fixing the lock plate to the formwork plate.

The system may include multiple anchor devices.

In one exemplary embodiment, the construction method is disclosed. The method is to install at least one anchor device in the formwork used to create the concrete support structure.
Fixing the lock plate of at least one anchor device to the plate of the formwork,
By connecting the elongated anchors of at least one anchor device to the lock plate, the elongated anchors, including the external threads, and the coupling.
To advance the cover of at least one anchoring device along the elongated anchor to position it with respect to the plate,
By depositing concrete in the formwork to create a concrete support structure, the cover isolates at least a portion of the external threads of the elongated anchor from the concrete.
Includes removing the plate and installing by exposing at least a portion of the cover and the external threads of the elongated anchor at least partially.

Placing concrete may involve establishing an isolated internal cavity within the cover, with at least a portion of the anchor's external threads extending into the internal cavity. Joining an elongated anchor may include attaching a coupler of at least one anchor device around the external thread of the elongated anchor and connecting the coupler to the lock plate. In embodiments, the coupler comprises an internal thread, and mounting the coupler involves screw engaging the coupler with the external thread of the anchor. In certain embodiments, the lock plate defines the plate opening and at least one locked slot adjacent to the plate opening, and the coupler defines the coupler opening and at least a central segment hanging from the central segment. With one wing, the method comprises positioning the central segment and at least one wing within the plate opening of the lock plate and at least one keyed slot, respectively, and rotating the coupler to squeeze the coupler and anchor. Further includes fixing to the lock plate.

The cover may demarcate a cover passage with internal threads, and advancing the cover involves screwing the internal threads of the cover with the external threads of the elongated anchor. The method may further include attaching the tool to at least a portion of the anchor's external threads after the plate has been removed. The tool may include a thread segment, and mounting the tool involves screwing the tool to a portion of the outer thread of the anchor. The method may further include supporting construction equipment, materials, supplies, safety hooks, perimeter drop cables with tools. The tool can be an anchor clamp. The method may also include installing multiple anchor devices in the formwork.

In another exemplary embodiment, the anchor system for installation within the concrete support is at least one anchor device that is anchored to the formwork plate used to form the concrete support. A lock plate configured in, an elongated anchor at one end containing a connector segment for connecting to building tools, and a coupler attached to the elongated anchor to at least partially secure the elongated anchor to the lock plate. Engageable with a coupler and a movable cover that is mounted around an elongated anchor and can be positioned over the coupler and lock plate, which is operable to be coupled to the lock plate, and a connector segment of the elongated anchor. Anchor clamps and at least one anchor device, including.

Other advantages of the building anchor system are understood from the description below.

Various aspects and features of the present disclosure will be described below with reference to the drawings.

An exploded perspective view of an architectural anchor system according to the principles of the present disclosure, showing one anchor device including an elongated anchor, cover, coupler, and lock plate. FIG. 3 is a perspective view showing a cover and coupler attached to an elongated anchor with the lock plate separated from other components. It is a perspective view, a plan view, and a bottom view of the lock plate, respectively. It is a perspective view, a plan view, and a bottom view of the lock plate, respectively. It is a perspective view, a plan view, and a bottom view of the lock plate, respectively. It is a perspective view and a plan view of a coupler, respectively. It is a perspective view and a plan view of a coupler, respectively. It is a top perspective view, a bottom plan view, and a bottom perspective view of the cover, respectively. It is a top perspective view, a bottom plan view, and a bottom perspective view of the cover, respectively. It is a top perspective view, a bottom plan view, and a bottom perspective view of the cover, respectively. FIG. 5 is a perspective view showing the fixing of a lock plate to a concrete formwork by one exemplary use of the system of FIGS. 1-5C. FIG. 6 is a perspective view showing an elongated anchor in which an attached coupler is introduced into a lock plate according to one exemplary use of the system. FIG. 6 is a perspective view showing a coupler mounted within a lock plate according to one exemplary use of the system. It is a perspective view which shows the central segment and the wing part of the coupler which is received in the plate opening of a lock plate and the keyed slot of a plate segment by one exemplary use of this system. Similar to the figure in FIG. 8A, according to one exemplary use of the system, fixing the wing under the lock plate, thereby rotating within the lock plate to secure the coupler to the lock plate. Indicates a coupler to be used. FIG. 9 is a cross-sectional view taken along line 9A-9A of FIG. 9 according to one exemplary use of the system, showing a lock plate and a coupler fixed to a cover advancing along an elongated anchor. FIG. 6 is a cross-sectional view showing a cover fixed to a lock plate by rotating the cover around an elongated anchor according to one exemplary use of the system. It is a figure which shows the anchor device of the system fixed to the formwork of a concrete formwork by one exemplary usage of this system. FIG. 6 is a perspective view showing a plurality of anchoring devices of an anchor system fixed to a formwork of a concrete formwork according to one exemplary use of the system. FIG. 12 is a diagram similar to that of FIG. 12 according to one exemplary use of the system, showing concrete deposited in a concrete formwork with an anchor device embedded in concrete. FIG. 6 is a cross-sectional view showing one anchor device embedded in a concrete structure with an elongated anchor cover and external threads exposed upon removal of the formwork according to one exemplary use of the system. FIG. 6 is a perspective view further showing a cover and external threads exposed during removal of the formwork from the concrete structure according to one exemplary use of the system. FIG. 3 is a perspective view showing a fitting tool and a support hook secured to one elongated anchor according to one exemplary use of the system. It is a perspective view showing multiple anchoring devices of a system in a concrete structure according to one exemplary use of the system, further showing fitting tools and support hooks attached to each elongated anchor. FIG. 17 is an enlarged view of the separation area illustrated in FIG. 17 showing a fitting tool and a support hook secured to a single elongated anchor in an anchoring device by one exemplary use of the system. It is a front view, a side view, and a perspective view of an anchor clamp for use showing one exemplary anchor clamp anchored to an anchor by one exemplary device and usage of the system. It is a front view, a side view, and a perspective view of an anchor clamp for use showing one exemplary anchor clamp anchored to an anchor by one exemplary device and usage of the system. It is a front view, a side view, and a perspective view of an anchor clamp for use showing one exemplary anchor clamp anchored to an anchor by one exemplary device and usage of the system. It is a figure which shows the anchor clamp of FIGS. 19 to 21 attached to the anchor of an anchor device by one exemplary use of this system. It is a side view of another embodiment of a lock plate for use with the anchor device of the present disclosure. It is a perspective view of the lock plate of FIG. 23. It is a top view of the lock plate of FIGS. 23 to 24. It is a bottom view of the lock plate of FIGS. 23 to 25. 1st and 2nd perspective views and cross-sectional views of an embodiment of the mount of the present disclosure, respectively. 1st and 2nd perspective views and cross-sectional views of an embodiment of the mount of the present disclosure, respectively. 1st and 2nd perspective views and cross-sectional views of an embodiment of the mount of the present disclosure, respectively. Shows the ring support attached to the anchor device. A computer system for installing an anchor device is shown, and a server and a portable computing device that communicates with the server are shown which may implement one or more embodiments of the present invention accordingly. FIG. 30 shows a portable computing device for the system. It is a flowchart which shows the system and the method to use together with the computing system for the installation of an anchor device. Shows a visual display of a portable computing device that identifies the location for the installation of an anchor device. An exemplary embodiment of an actuator used in the installation of an anchor device is shown. Descriptive is a distributed communication / computing network that may implement one or more embodiments of the present disclosure. Another anchor device according to the principles of the present disclosure is shown, showing an anchor rod, lock plate, and cover. Another anchor device according to the principles of the present disclosure is shown, showing an anchor rod, lock plate, and cover. Another anchor device according to the principles of the present disclosure is shown, showing an anchor rod, lock plate, and cover. The anchor rods of the anchor devices of FIGS. 36A to 36C are shown. The anchor rods of the anchor devices of FIGS. 36A to 36C are shown. The anchor rods of the anchor devices of FIGS. 36A to 36C are shown. The lock plate of the anchor device of FIGS. 36A-36C is shown. The lock plate of the anchor device of FIGS. 36A-36C is shown. The lock plate of the anchor device of FIGS. 36A-36C is shown. The lock plate of the anchor device of FIGS. 36A-36C is shown. The escutcheon of the anchor device of FIGS. 36A-36C is shown. The escutcheon of the anchor device of FIGS. 36A-36C is shown. The escutcheon of the anchor device of FIGS. 36A-36C is shown. The escutcheon of the anchor device of FIGS. 36A-36C is shown. Another embodiment of the anchor device according to the principles of the present disclosure is shown. Another embodiment of the anchor device according to the principles of the present disclosure is shown. Another embodiment of the anchor device according to the principles of the present disclosure is shown. The anchor rods of the anchor devices of FIGS. 40A to 40C are shown. The anchor rods of the anchor devices of FIGS. 40A to 40C are shown. The anchor rods of the anchor devices of FIGS. 40A to 40C are shown. The pillar anchors of the anchor device of FIGS. 40A to 40C are shown. The pillar anchors of the anchor device of FIGS. 40A to 40C are shown. The pillar anchors of the anchor device of FIGS. 40A to 40C are shown. The pillar anchors of the anchor device of FIGS. 40A to 40C are shown. The anchor tool of the anchor device of FIGS. 40A to 40C is shown. The anchor tool of the anchor device of FIGS. 40A to 40C is shown. The anchor tool of the anchor device of FIGS. 40A to 40C is shown. The anchor tool of the anchor device of FIGS. 40A to 40C is shown. It is a flow diagram which illustrates the exemplary use of an anchor device.

Specific embodiments of the present disclosure will be described below with reference to the accompanying drawings. However, it will be appreciated that the disclosed embodiments are merely examples of the present disclosure and can be embodied in various forms. Well-known features or configurations are not described in detail to avoid unnecessarily obscuring the disclosure in detail. Accordingly, the particular structural and functional details disclosed herein are not limited, and adopt the present disclosure merely as a basis for claims and in substantially any appropriately detailed structure. It should be interpreted as a representative basis for teaching those skilled in the art.

Here, with reference to FIG. 1, an exploded perspective view of one building anchor device 100 of the anchor system 10 according to the principle of the present disclosure is shown. The anchor system 10 includes one or more, for example, a plurality of anchor devices 100, depending on the needs of construction workers. Each anchor device 100 includes four components: an anchor 102, a lock plate 104, a coupler 106, and a cover 108. The anchor 102 may have various shapes or configurations. In one embodiment, the anchor 102 is singularly formed and includes an L-shaped rod, which has, for example, a handle 110 and an elongated anchor rod 112 hanging from the handle 110. The elongated anchor rod 112 includes, for example, a connector segment in the formwork of the external thread 114 extending to the end 116 of the elongated anchor rod 112 away from the handle 110. As best illustrated in FIG. 2, when assembled, the elongated anchor rod 112 is positioned within the cover 108 and is a coupler 106 located on the external thread 114 adjacent to the remote end 116. Have. The attached coupler 106 is then introduced and secured within the lock plate 104, as discussed in more detail below.

Here, the lock plate 104 will be described together with FIGS. 1 to 2 with reference to FIGS. 3A to 3C. The lock plate 104 can take various shapes or configurations. Although referred to as a "plate," the lock plate 104 does not necessarily require a plate-like appearance and may be any three-dimensional unit, including boxes, domes, bowls, and the like. The lock plate 104 defines a plate segment 118 having a central plate opening 120 and at least one keyed slot 122, eg, two diametrically opposed keyed slots 122 each communicating with the central plate opening 120. As best illustrated in FIG. 3C, the lock plate 104 defines an interior space 124 that is at least partially confined within the boundaries of the outer wall 126 or lock plate 104 below the plate segment 118. The outer wall 126 can be tapered as shown. Opposing vertical walls or stops 128 define the interior space 124 at least partially. The vertical stop 128 limits the rotational movement of the coupler 106 in the lock plate 104. At least one fastener opening 130, eg, two fastener openings 130, provides fasteners such as screws or nails used to secure the lock plate 104 to the concrete or concrete formwork formwork. Extend through the lock plate 104 to receive.

Here, referring to FIGS. 4A to 4B together with FIGS. 1 to 2, the coupler 106 includes a central coupler segment 132 that defines the coupler opening 134, and an internal coupler screw thread 136 that limits the coupler opening 134. including. The internal coupler thread 136 of the coupler 106 is screw engaged with the external thread 114 of the elongated anchor rod 112 to attach the coupler 106 to the anchor 102. The coupler 106 further comprises at least one, eg, two diametrically opposed wing portions 138 hanging from the central coupler segment 132. The central coupler segment 132 and the wing 138 are cooperatively sized to be received within the central plate opening 120 and the locked slot 122 of the lock plate 104, respectively.

Cover 108 is discussed with reference to FIGS. 5A-5C. The cover 108 can be conical, but other shapes are envisioned. The cover 108 includes a central cover passage 140 for receiving and passing the elongated anchor rod 112 of the anchor 102. The cover 108 further defines an internal cover thread 142 for screw engaging the external thread 114 of the anchor 102. The cover 108 includes an outer cover wall 144, which defines an internal cavity 146 dimensioned for positioning onto the lock plate 104 and the coupler 106. The cover 108 may include a formwork support such as an internal rib 148 to increase the stability of the cover 108. The outer cover wall 144 of the cover 108 is sized to form a tight tolerance with respect to the outer wall 126 of the lock plate 104 to establish a liquid tight fit or seal with the outer wall 126 of the lock plate 104. .. Its significance is explained in more detail below. In embodiments, the outer wall 126 of the lock plate 104 and the outer wall 144 of the cover 108 have a similar tapered arrangement. The cover 108 may also include an RFID tag or barcode schematically illustrated as reference number 109. The cover 108 defines an outer surface taper of the outer cover wall 144 with respect to the longitudinal axis of the cover in the range of about 3 ° to about 11 °, or about 7 °. This tapered arrangement establishes an effective shoulder fit with the concrete during hardening. The tapered arrangement of the cover 108 also creates a Morse code effect between the outer cover wall 144 and the hardened concrete, further enhancing the retention of the cover 108 in the hardened concrete until the cover 108 is removed in such cases. The cover.

Each of the components of the anchor device 100 can be made of a suitable rigid polymer or metal material. In embodiments, at least the anchor 102 is formed of a suitable metal such as stainless steel. At least a portion, or potentially all, components are scanned through a scanning device, such as an RFID scanner or barcode reader, to provide information on the installed product or installation parameters, as discussed below. Includes RFID tags or barcodes or other machine-readable markings. At least the cover 108 may be made in a variety of colors, such as color-coded colors, to accommodate craftsmen or construction workers who intend to use the particular anchor device 100. More specifically, a particular color may be associated with a particular construction worker, helping the worker identify the anchor device 100 associated with his or her equipment.

As mentioned above, the anchor system 10 is intended for use with concrete or concrete support structures in connection with the construction of residential or commercial buildings. The anchor system 10 can be embedded in horizontal or vertical beams, flooring or ceilings. The following discussion focuses on the use of the anchor system 10 with horizontal beams constructed during the construction stage in its application. However, it will be appreciated that the anchor system 10 has many uses, including those mentioned above, and many other uses.

During the formation of horizontal beams, for example plywood, or any other suitable material, formwork for concrete beams is constructed. Generally, the formwork includes a lower horizontal formwork plate and two vertical formwork plates hanging upward from the horizontal formwork plate. Referring to FIG. 6, only the horizontal formwork "h" is shown for illustrative purposes. According to one exemplary method of use of the anchor system of the present disclosure, the lock plate 104 is fixed to the inner surface of the horizontal formwork "h", i.e., the surface that is in contact with and supported by the injected concrete. Ru. The lock plate 104 is secured to the horizontal formwork plate "h" using nails, fasteners or screws "f" as illustrated in FIG. These are introduced into the fastener opening 130 of the lock plate 104 and fixed to the horizontal formwork "h". Referring to FIG. 7, the coupler 106 is screwed onto the remote end 116 of the anchor rod 112, and the cover passage 140 of the cover 108 is positioned on the handle 110 of the anchor 102 as shown and the anchor rod. Slide 112 down. As indicated by the directional arrow “d” in FIG. 7, the anchor 102 and the coupler 106 advance toward the lock plate 104.

Referring now to FIGS. 7, 8 and 8A, the coupler 106 has a central coupler segment 132 and a coupler wing 138 with a lock plate corresponding to a first relative rotational orientation of the coupler 106 and the lock plate 104, respectively. It is introduced into the plate segment 118 of the lock plate 104 by aligning with the central plate opening 120 and the locked slot 122 of the plate segment 118 of the 104. FIG. 8A shows a central coupler segment 132 and a wing portion 138 that is received within the central plate opening 120 and the locked slot 122 and is located within the interior space 124 of the lock plate 104 below the plate segment 118. Then, with reference to FIG. 9, the coupler 106 is predetermined to the second relative rotational orientation of the coupler 106 and the lock plate 104 via rotation of the handle 110 of the anchor 102 in the direction of the directional arrow "r". Rotated through the angle-of-rotation sector of the coupler 106, thereby displacing the wing portion 138 of the coupler 106 from the locked slot 122 and engaging the vertical stop 128 in the internal space 124 of the lock plate 104 plate segment 118 of the lock plate 104. Placed underneath, thereby coupling the coupler 106 and the anchor 102 to the lock plate 104.

Here, referring to FIGS. 9A-10, the cover 108 is along the external threads 114 (internal cover threads 142 and anchors) until it engages the horizontal formwork “h” as illustrated in FIG. It is screwed (through the screw engagement of the external thread 114 of the rod 112). While advancing the cover 108, the anchor 102 and the coupler 106 can also retract with respect to the lock plate 104 (in the direction of the direction arrow "k"), whereby the wing portion 138 of the coupler defines the central plate opening 120. The coupler 106, and thus the anchor 102, may be further secured or locked to the lock plate 104 by engaging the downward hanging wall.

As further illustrated in FIG. 10, the outer cover wall 144 of the cover 108 fits exactly on the outer wall 126 of the lock plate 104, i.e., with tight tolerances, and in embodiments, the outer wall of the lock plate 104. Establish a substantial liquidtight seal with 126. This minimizes or prevents the entry of any concrete into the internal cavity 146 of the cover 108 when the concrete is injected and during the hardening of the concrete. FIG. 11 shows an anchor device 100 attached to the horizontal formwork “h”.

Here, referring to FIG. 12, a plurality of anchor devices 100 as a part of the anchor system 10 are installed on the horizontal formwork “h” at a predetermined place selected by the trader. As mentioned above, these locations preferably correspond to locations where equipment, such as wires, pipes, safety cables, safety hooks, etc., "runs" or is positioned within the structure. In FIG. 12, the concrete formwork “m” is indicated by a vertical formwork “v” and a horizontal formwork “h”, and an anchor device 100 arranged inside the concrete formwork “m” is shown. .. FIG. 13 shows a horizontal beam “b” formed when concrete is hardened, and an anchor device 100 permanently embedded in the horizontal beam “b” is opaquely illustrated. In FIG. 13, the horizontal and vertical formwork plates “h” and “v” are removed.

The lock plate 104 and the coupler 106 are removed with respect to the external thread 114 of the anchor rod 112. The lock plate 104 and the coupler 106 can be removed by simply rotating the coupler 106 and the lock plate 104 simultaneously until the internal coupler thread 136 of the coupler 106 is disengaged from the external thread 114 of the anchor rod 112. (See, for example, FIG. 9A). Alternatively, the lock plate 104 is rotated to align the locked slot 122 of the lock plate 104 with the wing portion 138 (FIG. 8A) of the coupler 106, and then the coupler 106 from the external thread 114 of the anchor rod 112. By loosening, the lock plate 104 can be disengaged from the coupler 106.

Referring to FIGS. 14 and 15, when the formwork plates “h”, “v”, lock plate 104, and coupler 106 are removed, the cover 108 remains in the horizontal beam “b”. This is due to the shoulder fitting of the cover 108 or the Morse taper formed between the outer cover wall 144 and the hardened concrete. As mentioned above, the cover 108 prevents the intrusion of concrete into its internal cavity 146 during the hardening of the concrete, thereby forming an accessible cavity within the horizontal beam "b" and the horizontal beam "b". The end of the external thread 114 of the anchor rod 112 extends through the anchor rod 112. Specifically, the external thread 114 is accessible to be coupled to additional fitting tools, building tools, mounts, safety hooks, safety cables, and the like. In some embodiments, the cover 108 can be removed or pried open from the horizontal beam "b" as needed. In other embodiments, the cover 108 may remain in the hardened concrete. FIG. 16 shows an internal threaded joint tool 200 that is engaged with the external thread 114 of the anchor 102, and a support or safety hook 300 that is thread engaged with the joint tool 200. 17 to 18 show a fitting tool 200 and a hook 300 fixed to an anchor device (s) 100. As shown in FIG. 17, the plurality of anchors 102 and hooks 300 are horizontally supported to support materials, supplies, or safety equipment (eg, peripheral cables), each of which is schematically identified as reference number 400. It may be fixed along the beam "b", which again includes wires, pipes, sprinklers, duct work, safety cables, safety hooks, or nets. Also, a separate row of anchors 102 may be positioned for use by different construction workers, eg, row "r1" of anchoring device 100 may be used by an electrician and row of anchoring device 100. It is assumed that "r2" can be used by a plumber. Further, it is further assumed that the cover 108 can be color-coded into, for example, "red for electrical system identification, blue for pipe identification, orange for HVAC identification" and the like. This also enhances the usability and organizational functionality of the anchor system.

Here, with reference to FIGS. 19-21, exemplary anchor clamps for use with the anchor device 100 of the present disclosure are shown. The anchor clamp 500 can be used in place of the coupler 200 described in connection with the description of FIGS. 12-17. The anchor clamp 500 is sized and fitted to support materials, supplies, or safety equipment (eg, peripheral cables), including wires, pipes, sprinklers, duct work, safety cables, safety hooks, or nets. ing. In one exemplary application, the anchor clamp 500 is for supporting an electrical cable or wire when one or more of the anchor clamps 500 are secured to one or more of the respective building appliances 100. It is used for. The anchor clamp 500 includes a body 502 having a pair of levers or grips 504 at one end and an anchor coupler 506 at the other end. The grips 504 are interconnected by a bridge 508. The anchor coupler 506 is segmented to define two opposed coupler segments 506a that may move radially towards and away from each other upon relative movement of the corresponding grips 504. For example, the radial inward movement of the grip 504 (specified by the directional arrow GRi) is the corresponding radial outward movement of the coupler section 506a (specified by the directional arrow CRo) in a manner similar to a clothing pin. Causes the movement of. In one exemplary embodiment, the grip 504 and coupler segment 506a are generally pivotally or articulated around the bridge 508, for example, at the junction of the bridge 508 and the respective grip 504.

The anchor coupler 506 may include internal structures 510 such as ribs, threads, protrusions, bumps, knurls, etc. to assist in engaging the external threads 114 of the elongated anchor rod 112, thereby anchoring the anchor coupler 506. It is fixed to the rod 112. In one exemplary embodiment, the internal structure 510 is in the form of alternating ribs and recesses, as shown in FIG. In another exemplary embodiment, the internal structure may include threads.

The anchor clamp 500 can be made of any suitable material. In one exemplary embodiment, the anchor clamp 500 is formed from two half sections that are secured to each other via conventional means including screws, adhesives, snap fits and the like. Alternatively, the anchor clamp 500 may be monolithically formed from a polymeric material. In the initial state or the hibernation state of the anchor clamp 500, the state shown in FIGS. 19 to 21 is assumed. In the initial state, the anchor coupler 506 of the anchor clamp defines an internal dimension at least equal to or smaller than the diameter of the external thread 114 of the anchor device 100, and a fixed relationship with the external thread 114 of the anchor device 100 is established. The fixation relationship is reinforced through the engagement of the internal structure 510 (eg, ribs, recesses, and / or threads) with the external threads 114 of the anchor device 100. As the grips 504 move toward each other (direction arrow GRi), the coupler segment 506a displaces (direction arrow CRo) to accommodate the internal dimensions of the anchor coupler 506 for placement around the outer thread 114 of the anchor rod 112. increase. By releasing the grip portion 504, the anchor clamp moves toward the initial state with the internal structure 510 of the anchor coupler 506 locked on the external thread 114 of the anchor 102.

In addition, the body 502 of the anchor clamp 500 defines a passage 512 extending between the bridge 508 and the anchor coupler 506. The aisle 512 receives an electrical cable or wire passing through the aisle 512, whereby the cable may be secured along the ceiling, wall, or column to which the anchor device 100 is secured as described above.

FIG. 22 shows an anchor clamp 500 fixed to an external thread 114 of an anchor rod 102 of one anchor device. An electrical cable / line 600 extending through the passage of the anchor clamp 500 is also schematically shown. During use, the anchor clamp 500 may first be secured to the external thread 114 of the anchor rod 102 and the cable 600 may pass through the passage 512. Alternatively, the cable 600 may pass through the passage 512 and subsequently the anchor clamp 500 may be attached to the anchor rod 102. It is envisioned that a number of anchor clamps 500 may be secured to an anchor system as disclosed in connection with the discussion of FIGS. 12-17, allowing electrical cables to run along columns, ceilings, walls, and the like. The anchor clamp 500 eliminates the need for a fitting tool 200. Specifically, as described above, the anchor clamp 500 may be directly fixed to the anchor rod 102 of each anchor device 100.

In an alternative embodiment, the anchor coupler 506 may include an internal thread as an internal structure, which screw engages and anchor clamps via the relative rotation of the anchor clamp 500 around the external thread 114 of the anchor 102. The dimensions are set so that the 500 is fixed to the anchor 102.

Here, with reference to FIGS. 23-26, another embodiment of the lock plate of the anchor device 100 is shown. The lock plate 700 is similar to the lock plates of FIGS. 3A-3C and includes an internal screw opening 702. The internal screw opening 702 extends at least partially through the lock plate. In an embodiment, the internal screw opening 702 extends completely through the lock plate 700. The internal screw opening 702 works directly with the external thread 114 of the elongated anchor rod 112 to secure the elongated anchor rod 112 to the lock plate 700. Therefore, according to this exemplary embodiment, the keyed slot 122 present in the lock plate 104 of FIGS. 3A-3C is not required. In addition, the coupler 106 is not required in that the anchor rod 112 is secured via the thread engagement of the thread opening 702 of the lock plate 700 and its external thread 114. In some methods, the elongated anchor rod 112 is screwed through the screw opening 702 and abuts on the formwork plate. In certain embodiments, the elongated anchor rod 112 is rotated so that the external thread 114 at least partially penetrates the formwork plate. The lock plate 700 further includes four fastener openings 704, the four fastener openings 704 fixing the lock plate 700 to each fastener, eg, a concrete or concrete formwork formwork. Extend through the lock plate 700 for the acceptance of screws or nails utilized for. The lock plate 700 may include either active or passive RFID tags and may be schematically identified as reference number 708. RFID tag 708 assists in tracking information about the installed anchor device 100 and other installation parameters described below. Barcodes may be used as an alternative or additionally. The lock plate 700 may be removed after the concrete has hardened by rotating the lock plate 700 from the external thread 114 of the anchor rod 112 to later attach a tool such as a fitting tool 200 or an anchor clamp 500. , Allows access to the external thread 114 by the method described above.

Here, with reference to FIGS. 27-29, another embodiment of the device 750 for attaching to the exposed external thread 114 of the elongated anchor rod 112 after injection and hardening of the concrete column is shown. The device 750 is used in lieu of or prior to the use of the fitting tool 200 or anchor clamp 500 described above. The device 750 includes a head 752 (eg, a hexagonal head), a collar 754, and an internal threaded cylinder 756. The device is attached to the external thread 114 of the elongated anchor rod 112 through the thread engagement of the internal thread 758 of the threaded cylinder 756. As mentioned above, the device 750 may be color coded to identify the type of equipment coupled to the anchor device (eg, electricity, plumbing, duct work, etc.). The device 750 may also protect the external thread 114 of the anchor rod 112 before attaching another fitting tool or anchor clamp (eg, such as the fitting tool 200 or anchor clamp 500 described above). Using the device 750, various fitting tools may be secured to the external threads 114 of the anchor rod 112. For example, referring to FIG. 29A, the device 150 can be used to secure the ring support 760 to the anchor device 100. The lock washer 762 can be utilized to facilitate the fixation of the ring support 760 to the external thread 114 of the anchor device 100. The ring support 760 can have a variety of configurations and includes, but is not limited to, designs such as semi-circular, oval rings, and the like. It is envisioned that various cables, plumbing fixtures and HVAC components may pass through the openings in the ring support 760.

In other embodiments, the elongated anchor rod 112 may include an internal thread as opposed to an external thread. The internal threads may be coupled to the external thread joint tool, anchor or device in much the same way as in the embodiments described above. Alternatively, other connecting mechanisms for anchor rod 112 and fitting tools are envisioned. This includes, but is not limited to, bayonet fittings, snap-fit connections, friction tolerances, etc., as will be appreciated by those of skill in the art.

Referring now to FIG. 30, a framework of comprehensive systems and methods for installing equipment at a construction site according to one or more embodiments of the present disclosure is shown. In one exemplary embodiment, the system and method 800 are discussed in conjunction with the installation of any of the anchor devices 100 of the present disclosure described above. However, it will be appreciated that the system and method 800 may have different applications and may be implemented in the installation of any type of construction equipment. Generally, systems and methods utilize building information modeling (BML) to assist construction workers in the proper location of the anchor device 100, as a building or partial construction stage to be built. Includes developing models of buildings in, such as 2D or 3D models. In particular, the model is used to ensure that multiple anchoring devices 100 are accurately installed in place within the construction site, as shown according to planning, design, existing build code, OSHA requirements, etc. .. In general, models are available over wireless connections and / or the Internet accessed by portable computing devices, which are, for example, carried by construction workers or mounted on actuators. , Or a smartphone, tablet, portable computer, iPhone®, etc. (hereinafter referred to as PCD) attached to a telerobot. This assists in identifying suitable locations for the installation of all anchor devices 100 for any of the equipment installation applications described above. Software for generating models with anchor device position indicators may be available on a subscription basis as a download application. In certain applications, the position indicator of each installed anchor device 100 is, for example, incorporated into the model as an input after the model is generated as an overlay, or first as data used to generate the original model. Will be incorporated into. It is further envisioned that the model can be continuously updated in response to input from the field, for example, based on the data acquired by the PCD at the construction site.

The system and method 800 includes a main server 802 and the aforementioned PCD900. The main server 800 includes a controller or processor 804 with memory 806, which includes software or logic programmed to perform various functions associated with the detection and location processing described above. The server 802 may be a visual or graphic display 808, a user input 810 such as a computer keyboard and / or mouse, and a media interface 812 (eg, a USB port or) for allowing the import of program instructions according to embodiments of the present application. (Wireless or electrical / mechanical connection such as CD-ROM) is included. These components are well known to those of skill in the art and do not require further consideration.

The system further includes a building information management (BIM) data management module 814 coupled to the BIM database 816. The BIM database 816 contains data used in the development of models or maps, including 2D or 3D modeling of buildings, which can be constructed or developed, or in partial construction stages. The model generated by the BIM module 814 is typically the design and development of heating, HVAC, plumbing, electricity, concrete construction columns, steel I beams, building assemblies including flooring, systems, equipment and components. , And construction documents are described in detail. Preferably, the constructed model (s) is as complete as possible, including all building assemblies, systems, equipment, and components. In an exemplary embodiment, the model (s) generated by the BIM module 814 include the location of all anchoring devices 100 installed at the construction site for all equipment applications. The data regarding the location indicator of the location of the anchor device may be available as data in the BIM database 816 when the model is first generated by the BIM module 814. Alternatively or additionally, this data may be entered via user input and / or interface 810 and then incorporated into the model. As a further alternative, the feedback received from the PCD 900 may be incorporated into the model to update the model as the installation of the anchor device progresses.

The server 802 further includes a network interface I / F 818 that allows wireless or wired communication between the server 802 and the PCD 900 at the construction site. In this way, the network I / F818 will instruct the data that the PCD900 may receive and display, and will also receive the data from the PCD900. The data may include only specific parts of the model of interest to the construction worker, for example may include areas of the building that require the installation of anchoring appliances, or include models of the entire building to be constructed. obtain. A network I / F (which can include, for example, a modem, a router, and an Ethernet card) allows the system to intervene over a private or public computer network (wired and / or wireless) to allow the system to perform other data processing systems or devices (which may include). It will be possible to combine it with a remote display or other computing and storage device).

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

Additionally, the term "memory" refers to memory associated with processors such as random access memory (RAM), read-only memory (ROM), removable memory devices, fixed memory devices, and / or flash memory. .. The media interface I / F 812 may be an example of a removable memory, while the other types of memory mentioned may be an example of a memory 806. Moreover, the terms "memory" and "media" can be seen as examples of what is more commonly referred to as "computer program products". Computer program products are configured to store computer program codes (ie, software, microcode, program instructions, etc.). For example, when read from memory 806 and / or media interface I / F818 and executed by processor 804, computer program code performs on the device the functions associated with one or more components and techniques of system 800. Let me. Those skilled in the art will be able to readily implement such computer program code in view of the teachings provided herein. Similarly, the components and techniques described herein may be implemented via a computer program product containing computer program code stored in a "computer readable storage medium". Other examples of computer program products that embody embodiments of the invention may include, for example, optical discs or magnetic disks. In addition, the computer program code may be downloaded from the network I / F 918 executed by the system.

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

Here, the PCD 900 will be described with reference to FIG. 31. The PCD 900 contains the hardware components necessary to communicate or interact with the server 802. The PCD includes a network interface I / F902 having a radio function (eg, 4G or 5G) to enable radio communication with the network I / F818 of the server 802 or any radio system installed at the construction site. Alternatively, the connection to the server 802 may be via a wired network that utilizes Ethernet cables, multiple routers, switches, etc. to transfer the data. The PCD 900 includes a conventional processor 904 and a memory 906 that stores software instructions that can be executed by the processor 904.

The PCD 900 further includes a display 908 such as an LED screen or LCD screen for displaying model data, and a user input 910 in the form of a mouse, keyboard, or touch screen for inputting data, for example. The PCD900 further includes a position indicator module 912 configured to determine the location or location of the PCD900 with respect to the model generated by the construction building / site BIM model module 814. In one exemplary embodiment, the location indicator module PCD912 requires, for example, subscription-based installation of a proprietary application downloaded by the user into memory 906 of the PCD900. In certain embodiments, access to the application can be layered. That is, one particular tier may have higher functionality than the other tiers and may result in higher subscription prices for the higher performance tiers. Alternatively or additionally, an existing web browser hosting the application may be available. The position indicator module 912 may include any kind of software that can receive input from various sensors or components associated with the PCD900 to determine the location of the PCD900 with respect to the construction model or building site model.

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

The PCD900 may further include multiple sensors or components, which may be individually or individually to track the location of the PCD900 with respect to the generated building model and return data related to the anchor installation process to the server. It can be used in combination as a positioning system. These sensors include WIFI 914, Bluetooth 916, Camera 918, Global Positioning System (GPS) Sensor 920, Gyroscope 922, Magnetic Meter 924, Accelerometer 926, Proximity Sensor 928, and Radio Frequency Identification Device or Sensor (RFID) 930. Includes, but is not limited to. These sensors are built into most commercial smartphones, tablets and portable computers.

In certain embodiments, the GPS sensor 920 is utilized in a conventional manner to track the PCD900 against the generated building model. The GPS sensor 920 is effective in open buildings where direct viewing to the PCD900 is available. A cellular-based triangulation method using GPS is also envisioned. In other embodiments, WIFI positioning methods such as WPS or Wipes / WFPS, together with WIFI914, individually or with GPS functionality, by tracking the location for known Wi-Fi hotspots (s) near the PCD900. It may be used in combination with, and one or more of them may be installed in a commercial facility. Bluetooth Low Energy (BLE) technology is utilized when the signal from the reference beacon placed in the commercial facility is the core of the indoor location information technology. The PCD900 can use the Bluetooth 916 to detect the signal from the beacon and calculate the approximate distance to the beacon, thereby estimating the location of the PCD900. This data is sent to the reader along with the location signal. Active RFID location tracking systems that utilize active or passive RFID tags positioned as known reference points detectable by RFID or module 930 are also envisioned.

In another exemplary embodiment, the PCD900 magnetometer 924 may be used individually, or a "fingerprint" technique is used to map the magnetic field at the construction site, followed by the magnetometer 924. It can be used to reinforce other methods that can find the location of the PCD900 for a map generated using that map. In another embodiment, an inertial navigation method incorporating an accelerometer 926 and a PCD900 gyroscope 922 is utilized to determine the location, orientation, and velocity (direction and velocity of movement) of the PCD900 based on initial criteria or known starting points. ) May be calculated continuously. The visual positioning method including the camera 918 of the PCD900 may determine the location of the PCD900 by decoding the position coordinates from the visual reference marker encoded by the position coordinates of the marker.

Exemplary position-fixing methods are described in US Pat. No. 9,539,164 of Sanders, and Huang et al. US Pat. No. 9,749,780, and the entire contents of each disclosure are incorporated herein by reference.

In other embodiments, the infrared (IR) sensor station may be mounted and calibrated, for example, on a tripod. For example, light is emitted from an IR LED that reflects off a PCD900 or a component to which a PCD is mounted and is captured by a detection photodiode to produce a signal that is a function of the distance between the sensor and the surface. This technique is used individually or to properly position one or more subsequent anchor placement positions based on previously stored reference anchoring devices or some other known reference points within the construction site. It can be used in combination with the GPS and position sensors described above.

In another aspect of the present disclosure, the RFID sensor 930 of the PCD 900 is utilized to configure the anchor device 100, such as a cover 108 (FIGS. 5A-5C) of the lock plate 700 or a tag or cord 109 attached to the RFID tag 708. An RFID tag attached to an element, or an RFID tag associated with it, may be scanned. Scanning RFID tags with RFID sensors allows the system 900 to collect information and data about anchoring devices that are or need to be installed. The data includes the manufacturer, lot number, date of manufacture, installer, date of installation of the components of the anchor device, and any other that may be useful for tracking and transferring installation and product details to server 802 or PCD900. Metadata may be included, but not limited to these. This information is valuable for record keeping, progress of anchor installation, etc.

Here, with reference to FIG. 32, a basic flowchart 1000 showing a method of installing an anchor device according to an exemplary embodiment of the present disclosure is shown. In step 1002, the building model of the building (eg, 3D model) is developed by the BIM module 814 utilizing conventional building model technology. At step 1004, data is input to the building model to indicate the location of a set of anchoring devices installed in the building. As mentioned above, each set of anchoring devices can be assigned to a variety of construction equipment including, but not limited to, heating, ventilation, HVAC, electricity, plumbing, safety fences and the like. In certain embodiments, the anchor device position indicator may appear as an overlay on the map. In another embodiment, the anchor position indicator may be incorporated into the map in step 1002. Step 1004 may be combined and it is further envisioned that data regarding the anchor position indicator could be incorporated into the original model. Each set of anchoring devices 100 can be positioned in any predetermined location in a model of the building site, such as a structural concrete column and a support body. This provides a mechanism for finally orderly installing the equipment without any concerns such as misalignment of the equipment or interference. Further, the layout of the installed equipment is easily visible to the operator at the end of the server 802 and the end of the PCD900 via the generated model. In addition, if any adjustments are needed with respect to any location of the anchor device 100, this can be achieved via the input at the end of server 802, or alternative through the input at the end of PCA900.

In step 1006, the user accesses the PCD, opens the model on the PCD900 (step 1008), and visualizes the location of the anchor device 100 in charge of installation by the operator. According to the model or map, the operator is guided by any of the positioning systems described above to proceed to the set of anchoring devices. (Step 1010). For example, with reference to FIG. 33, similar to FIG. 12, the PDA's visual display 908 may present the user with a 3D model that includes at least the vertical plate "v" and the horizontal formwork "h", and the surrounding environment. The visual display may be indexed using, for example, a display crosshair "x" corresponding to the location where the anchor device is installed. In embodiments, the PCD 900 provides an audible indicator (eg, beep, audio indicator) in addition to the visual indication of the location of the visual indicator, which can vibrate and activate the light in the PCD 900. Alternatively, this includes any other means, not limited to tactile or visual indicators, when the PCD900 is in the appropriate location where the anchor device needs to be installed. Next, the installer installs the anchor device on the concrete formwork, at least as described above in relation to FIGS. 6-16. (Step 1012).

In addition, the operator scans the RFID tags associated with the various components of the anchor device with the PCD's RFID scanner 930. (Step 1014). The data acquired by the RFID tag or barcode may be stored in the PCD 900 and / or may be transferred to the server 802 at the command of the operator or automatically. (Step 1016). The data acquired by the RFID scanner 930 provides at least two advantages: 1) metadata associated with the installed anchor device, including manufacturer, installer, installation date, lot number, etc. for record keeping. To provide and 2) to provide an indicator indicating that an anchor device has been installed at this location. At step 1018, the model is updated to include information acquired by the RFID scanner 930. The operator then continues to install the additional anchor device 100 at the next anchor position displayed on the model, following the original model or the updated model, and similarly installs the additional anchor device 100. The operator proceeds to each subsequent position indicator in the set of anchoring devices and repeats at least steps 1010-1016 for each anchoring device 100.

The procedure described in the flowchart of FIG. 32 may be repeated for each set of anchoring devices 100. For example, a first set may be installed to support the electrical cable. The second set may be installed to support plumbing fixtures and the like. The third set is a set for installing HVAC equipment and the like. It is envisioned that different colors may be incorporated into the model as anchor position indicators to accommodate each installed facility. For example, red for identifying electric vehicles, blue for piping, orange for HVAC, and the like. Alternatively or additionally, the model data transferred from the server end may include only those anchor position indicators related to the installation of a particular piece of equipment.

Therefore, when 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 to reflect the installation of the selected anchor device 100 (step 1018). It is envisioned that the updated model may incorporate a sign that distinguishes between an anchor location where the anchor device 100 is installed and a location where the anchor device 100 is not installed. For example, the installed anchor device 100 may be shown as a green circle or dot around the anchor position on the model, and the anchor position without the installed anchor device 100 may be a red circle or dot on the model. The anchor device 100, which may be labeled with, or alternative, may be shown as a solid circle, and the anchor device 1000 which is not installed is an open circle. Other visual indicators are also envisioned. Therefore, the operator can display the status of the anchor installation process and identify the anchor position that requires the installation of the anchor device 100.

It will be appreciated that the flowchart of FIG. 32 includes steps that can be combined, steps that can be performed in different orders as outlined in the chart, and / or steps that can omit some steps.

As a further aspect of the present disclosure, an actuator 1100 for automatically installing a lock plate fastener on a formwork is provided. FIG. 34 schematically illustrates one exemplary actuator 1100 according to the present disclosure. The actuator 1100 may include any power supply drive mechanism 1102 coupled to a plunger 1104 adapted to interact in the direction of the direction arrows z1 and z2. The drive mechanism 1100 may include hydraulic, electropneumatic, magnetic, mechanical, spring-based mechanisms. In certain embodiments, the PCD may be attached directly to the actuator 1100. The actuator 1100 may have a self-feeding mechanism 1106, in which the lock plates 104, 700 with attached fasteners are loaded into the chamber of the actuator 1100 and onto the formwork at the desired anchor location. They are arranged sequentially. In the actuator 1100, the plunger 1104 coupled to the drive unit 1002 of the actuator 1100 advances in the "Z1" direction, deposits the lock plates 104 and 700 at the anchor location, and drives the fastener through the fastener receiving opening. , May be started to enter the formwork. One device that may be adapted to self-supply lock plates and nails or fasteners is disclosed in US Pat. No. 6,302,310 of Lamb, the entire contents of which are incorporated herein by reference. Is done.

Actuator 1100 may include a processor 1108 coupled to memory 1110 and a battery 1112 for operating the actuator. In addition to controlling the movement of the plunger 1104, the processor 1108 may monitor the control operation of indicators such as the shelf life of the battery 1012, the number of anchor installations, and a visual indicator that informs the operator of the battery status. The actuator 1000 includes an interface 1114 for transferring the collected data to the server 802 or the portable computer device 900. In certain embodiments, the actuator 1100 includes a laser depth or distance finder system 1118 adapted to assist the operator in properly positioning the actuator device 1100 with respect to the anchor installation position. The laser distance system 1118 can adequately identify the location between the installed anchor used as a reference and the anchor device 100 installed by recognizing the desired distance between the anchor devices. Therefore, the laser distance system 1016 may complement the positioning system described above to ensure that the anchor device 100 is installed at the appropriate anchor location. In certain embodiments, the laser distance finder 1016 utilizes one or more previously installed anchors as a reference (s) and works from the reference anchors for subsequent placement of additional anchoring devices. Can be the only method used to determine the location of the next anchor location. The laser distance finder 1118 may include alarms, such as audio or visual alarms when the actuator is in the proper installation location. The audible alarm can be progressively louder, for example, a beep, as the actuator approaches the appropriate anchor insertion position. The actuator can then be accurately positioned at the anchor insertion position to provide a stable sound. Actuator 1100 may further include a light source (LS) 1120 such as an incandescent lamp or arc lamp, a gas discharge based lamp, and a light emitting diode. The light source 1120 can be used when the actuator 1100 is used under dark conditions, at night, or when power loss is occurring at a construction site. It is envisioned that the light source can assist the operator in discovering and illuminating the area for anchor installation. In one embodiment, the light source is an LED. Also, to supply power to the components of the actuator 1000, either an external or internal battery (eg, rechargeable) power supply (PS) 1122 of the actuator is provided.

In a further embodiment, the actuator 1100 may be movable, for example, a robot, a telerobot, a partially manned robot, a portable unmanned robot, or the like. The actuator has self-navigation capability, either as controlled by the server 802 or PCD900, or by a combination of memory loaded into the actuator 1100, by a mobile module (generally identified as mobile 1124 in FIG. 34). Provided. The mobile module 1124 is controlled via a signal transmitted by server 802 or PCD900. One of ordinary skill in the art can easily envision a method for controlling the movement of the actuator based on the above-mentioned generated position signal.

FIG. 35 shows a distributed communication / computing network (processing platform) that may implement one or more embodiments of the present invention. FIG. 34 illustrates, by way of example, a plurality of computing devices 1204-1 to 1204-P (collectively referred to as computing devices 1204 in the present specification) configured to communicate with each other via network 1202. The communication system 1200 including is shown.

Network 1202 includes, for example, the Internet, wide area networks (WAN), local area networks (LANs), satellite networks, telephone or cable networks, or these and other types of networks (including wired and / or wireless networks). Global computer networks such as various parts or combinations may be included.

As described herein, computing device 1204 may represent a wide variety of devices. For example, computing device 1204 may include portable devices such as the PDA900 described above, mobile phones, smartphones, tablets, computers, client devices and the like. The computing device 1204 is alternative to either a desktop or laptop personal computer (PC), a server, a microcomputer, a workstation, a kiosk, a mainframe computer, or a detailed technique according to one or more embodiments of the present invention. Alternatively, it may include any other information processing device that can implement all. In another exemplary embodiment, the server 802 and PDA900 may be integrated as a single unit or may be located at a construction site.

One or more of the computing devices 1204 may also be considered a "user". The term "user", when used in this context, includes, but is not limited to, a user device, a person who uses or otherwise associates with a device, or a combination thereof. It is understood to include. Accordingly, the actions described herein as performed by a user are, for example, by a user device, by a person using or otherwise associated with the device, or both of that person and the device. It may be carried out in combination, the context of which is clear from the description.

Additionally, as described herein, one or more modules, elements or components described in connection with embodiments of the invention are one or more other modules, elements or components. Can be geographically remote from. That is, for example, the modules, elements or components shown and described in the context of FIGS. 30-34 may be in an internet-based environment, a mobile phone-based environment, a kiosk-based environment, and / or a local area network environment. Can be dispersed. The system and method are not limited to any particular one of these implementation environments.

As an example, in an internet-based and / or telephone-based environment, the system identifies the user to the appropriate installation for anchoring at the end of the PCD (one of the computing devices 1204 in FIG. 35). Configured to enable. The image is transmitted to a remote server (another one of the computing devices 1204 in FIG. 35) for processing and analysis as detailed herein. At least part of the processing and analysis may be performed at the user end.

Additionally, for example, in a kiosk-based environment, a device such as the PCD900 (one of the computing devices 1204 in FIG. 35) allows the image to be captured or the user to select the image. Images are transmitted over either a wired or wireless connection to a server (another one of the computing devices 1204 in FIG. 35) for processing and analysis, as described herein. To. Again, at least part of the processing and analysis may be performed at the user end.

In a LAN-based environment, all image capture, processing, and analysis can be performed by one or more computing devices locally coupled to the LAN (1204 in FIG. 35).

In one or more embodiments, the computing system environment shown in FIG. 35 employs a cloud computing platform, where "cloud" refers to a collective computing infrastructure that implements a cloud computing paradigm. .. For example, National Institute of Standards and Technology Publication No. According to 800-145, cloud computing enables ubiquitous and convenient on-demand network access to shared pools of configurable computing resources (eg, networks, servers, storage, applications, and services). It is a model of, which can be quickly provisioned and released with minimal administrative effort or service provider interaction. Cloud-based computing platforms (sometimes also referred to as data centers) are deployed and managed by cloud service providers, where customers (tenants) run application programs (eg, business applications). Provides a computing environment for Applications typically run on one or more computing devices (ie, host devices or hosts) and write data to one or more storage devices (eg, hard disk drives, flash drives, etc.) and they. Read data from. Storage devices may be located remote from the host device so that they are connected via a communication network. However, some or all of the storage devices may be part of the same computing device that implements the host.

In one or more embodiments, blockchain / distributed ledger technology is employed in the computing system environment shown in FIG. The terms "blockchain," "ledger," and "distributed ledger" may be used interchangeably. As is known, blockchain or distributed ledger protocols are implemented via a distributed computer network of compute nodes. A given blockchain compute node (ledger node) resides on the client. Or otherwise, the client may have access to the blockchain compute node. Computational nodes are operably coupled in a peer-to-peer communication protocol. In a computer network, each compute node is configured to maintain a blockchain, which is a cryptographically protected record or ledger of data blocks representing each transaction in a given compute environment. .. The blockchain is protected by the use of cryptographic hash functions. Therefore, each blockchain is a list of data records protected from tampering and modification, typically containing a time stamp, current transaction data, and information linking it to past blocks. More specifically, each subsequent block in the blockchain is a hash value of a given transaction (s) and past blocks in the chain, i.e., a data block containing past transactions. That is, each block is typically a group of transactions. Therefore, advantageously, each data block in the blockchain represents a given set of transaction data and a set of all past transaction data. For the "bitcoin" type implementation of the blockchain distributed ledger, the blockchain contains a record of all past transactions that have occurred within the bitcoin network. The Bitcoin system is based on the 2008 S.A. It is first described in Nakamoto, "Bitcoin: A Peer to Peer Electrical Cash System," the disclosure of which is incorporated herein by reference in its entirety.

In another alternative embodiment, the lock plate is magnetically secured in place by using a metal lock plate and high strength magnets that can be placed under the plywood formwork of the concrete formwork to be hardened. obtain. This eliminates the need to drive fasteners through the lock plate in that the lock plate is held in a desired position by the respective magnets. The high-strength magnet and / or lock plate can be positioned relative to the concrete formwork by any of the positioning mechanisms described above.

In addition, the use of high-strength magnets in place of, or in addition to, concrete columns, structures, etc., allows the use of systems in building methods using steel beams. More specifically, either the metal lock plate or the magnet can be positioned with respect to the steel or magnetic beam via any of the positioning systems described above. Upon reaching their appropriate location, either magnets or lock plates may be placed adjacent to their designated components. The magnetic force between the components keeps the components in the desired calculated location without the use of fasteners. The drill then passes through the anchor plate to create an opening in the beam. The cover slides the anchor rod down and the anchor rod is screwed into the cover as in the method described above.

Here, with reference to FIGS. 36A-36C, another exemplary embodiment of the anchor device of the present disclosure is shown. The anchor device 2000 includes an anchor rod 2002 (FIGS. 37A-37C), a lock plate 2004 (FIGS. 38A-38D), and an escutcheon 2006 (FIGS. 39A-39D). The anchor rod 2002 defines an L-shape similar to the anchor rod of the above-described embodiment. According to this embodiment, the anchor leg 2008 includes an internal thread 2010 extending over a portion of its length. The internal threads 2010 may have a constant inner diameter or may vary as shown in FIGS. 37A-37C. In one embodiment, the distal end of the internal thread 2010D defines an internal dimension that is larger than the proximal end 2010P of the internal thread 2010. For example, the distal internal thread 2010D may have an internal dimension of 3/4 inch and the proximal internal thread 2010P may have an internal dimension of 1/2 inch. Other arrangements are also envisioned. The anchor leg 2008 further comprises an outer thread 2012 at its most distal end.

With reference to FIGS. 36A-36C and 38A-38D, the lock plate 2004 is expected to have other shapes, but for receiving the round plate segments 2014 and fasteners for fixing to the formwork. Includes one or more fastener openings 2016. The lock plate 2004 further includes an external thread 2018 that hangs proximally away from the plate segment 2014. The external thread 2018 cooperates with the distal internal thread 2010D of the anchor rod to secure the parts to each other via the thread joint. Other methods including bayonet joints and the like are also envisioned.

Here, with reference to FIGS. 36A-36C and 39A-39D, the escutcheon 2006 functions similarly to the cover 108 of FIG. The escutcheon 2006 defines an internal thread 2020 that cooperates with the outer thread 2012 of the anchor rod 2002. The escutcheon 2006 prevents concrete from entering the internal area of the escutcheon 2006 and also holds an internal cavity 2022 to access the anchor rod 2002.

The anchor device is used in the same manner as in the embodiments described above. For example, the lock plate 2004 is fixed to the formwork plate using fasteners. The escutcheon 2006 is secured to the anchor rod 2002 via the co-engagement of the inner thread 2020 of the escutcheon 2006 and the outer thread 2012 of the anchor rod 2002. The anchor rod 2002 is then fixed to the lock plate 2004 through screw engagement between the outer thread 2018 of the lock plate and the inner and distal threads 2010D of the anchor rod 2002. (See FIGS. 36A-36C). The entire assembly is secured to the formwork plate. The concrete is formed and the escutcheon 2006 defines a cavity within the concrete to provide access to the anchor rod 2002. External threaded joint devices, tools, mounts, safety devices, mechanical, wire mounts, etc. may be secured to the anchor rod 2002. In embodiments, the tool includes an external thread of dimensions that cooperates with the proximal internal thread 2010P of the anchor rod 2002. Alternatively, the fitting tool may screw engage the distal internal thread 2010D of the anchor rod 2002.

Here, with reference to FIGS. 40A-43D, another exemplary embodiment of the present disclosure is shown. The anchor device 4000 includes an anchor rod 4002, first and second end pieces 4004, and an anchor tool 4006. The system can be used to make curved concrete molds, such as, for example, Sonotube ™ formwork, but the device also applies to linear support structures.

Referring to FIGS. 40A-41C, the anchor rod 4002 has a generally arcuate or sinusoidal configuration that resists movement within the hardened concrete. The anchor rod 4002 includes an external thread 4008 facing the opposite end of the anchor rod 4002.

With reference to FIGS. 40A-40C and 42A-42D, the end piece 4004 includes a collar 4010 and a nose 4012. The nose 4012 defines a cylindrical segment 4014 and generally a tapered or conical section 4016. At least the internal passage of the nose is threaded with the external thread 4008 of the anchor rod 4002 to connect the two components, thread 4015 schematically shown in one figure of FIGS. 42A-42D. Is. The internal cavity 4018 of the end piece 4004 defines a circular surface 4020 that is generally interrupted by polygonal segments 4022.

With reference to FIGS. 40A-40C and 43A-43D, the anchor tool 4006 secures the end piece 4004 onto the external thread 4008 of the anchor rod. The anchor tool includes an internal structure 4024, which corresponds in size and configuration to the internal cavity of the end piece 4004. For example, the internal structure 4024 includes an inner circle 4026 interrupted by a polygonal projection 4028 that fits snugly within the polygonal segment 4022 of each circular surface 4020 and end 4004. Therefore, when engaged, the anchor tool can be rotated to cause rotation of the corresponding end piece 4004. Other dimensions and structural arrangements are also envisioned. The anchor tool 4006 also includes a handle 4028 and an internal socket 4030 away from the internal structure (ie, on the opposite side of the tool) to receive the socket wrench.

As mentioned above, the anchor device 4000 can be utilized in circular or column concrete formwork such as commercially available Sonotube ™ formwork used to make concrete columns. During use, the facing holes are drilled with a circular concrete formwork and one nose of the end piece is secured, for example, on the external thread 4008 of the anchor rod 4002. The free end of the anchor rod 4002 passes through the first hole in the circular concrete formwork and advances towards the second hole. Adjacent to the second hole, the second end piece is introduced into the facing hole of the circular concrete formwork and screwed onto the other threaded ends 4008 of the anchor rod 4002. Both end pieces 4004 engage the internal structure 4024, including the inner circle 4026 and the polygonal protrusion 4028, in the manner described above, ie, the internal cavity 4018 of the end piece 4004, which includes the circular surface 4020 and the polygonal segment 4022. By doing so, the anchor tool 4006 is fixed to the circular concrete formwork connected by the bus. The end piece 4006 is secured to the conical concrete formwork, whereby the conical nose is inside the concrete formwork and the cylindrical section spans the thickness portion of the concrete formwork. The collar 4010 is outside the concrete formwork. After that, concrete is poured into the formed portion and hardened. Once cured, the end piece 4006 is disengaged with the anchor tool via engagement between the anchor tool and the end piece, and the external threads of the anchor rod 4002 can be unscrewed. In certain exemplary embodiments, a wrench may be utilized and introduced into the socket recess 4030 to facilitate removal of the end piece. When the end piece 4006 is removed, the external thread 4008 of the anchor rod 4002 is coupled to or coupled with construction equipment or equipment such as duct work, electrical cables, plumbing, sprinklers, safety lines, or fences within the construction site. Exposed to support it. It should be noted that each conical nose 4012 provides a cavity similar to that described above in connection with the aforementioned embodiments to allow access to the external threads. The external thread 4010 is placed in a cavity formed by the conical shape of the nose of the end piece confined within the outer boundary of the concrete column.

FIG. 44 is a flowchart 5000 showing the use of the anchor device 4000. In step 5002, the facing holes are drilled into, for example, wood or plastic concrete formwork and may be circular, square, etc., or any configuration. In step 5004, the end piece is attached to one threaded end of the anchor rod. In step 506, the free end of the anchor rod advances into the first hole and advances towards the facing hole. Thereby, the nose of the mount end piece enters the first hole and is placed inside the cement formwork. In step 508, the nose of the other end piece advances into the facing hole of the concrete formwork and is coupled to the thread at the free end of the anchor rod. In step 510, each end piece is fastened to the cement formwork. In step 512, the cement is poured into the mold and hardened. In step 514, the end piece is removed with an anchor tool to expose the threads. It will be appreciated that some of these steps can be combined or performed in a different order, as presented herein. In addition, it is possible that the end piece may be secured to the anchor rod while the anchor rod is positioned within the cement formwork. Other variants are also envisioned.

In an exemplary embodiment, the present disclosure is within a building model for generating a building model of a building to be constructed at a construction site and for installing one or more anchoring devices within the structural elements of the building model. Targets methods including identifying the location of a building, sending a building model to a portable computing device at a construction site, and identifying the location of a portable computing device for a given location. And. At least a generation step, an identification step, a transmission step, and an identification step are implemented via at least one processing device including a processor and memory. The method may include installing one anchor device at a given location. The method may further include identifying the location of a second given location, and may further include installing one anchor device at a given location. Structural elements may include at least one of beams, columns, girders, floors, and ceilings. Structural elements can include concrete or cement, such as the first injected concrete. Generating a model can include utilizing the building information modeling module of the server. The method may further include utilizing a portable computing device at the construction site to assist the operator in identifying the corresponding location of the building. Identifying the location of a building model can include utilizing a location indicator module within a portable computing device to indicate the location of the portable computing device for a given location on the model. Utilizing a location indicator may include utilizing at least one component or sensor of the portable computing device to assist in identifying the location of the portable computing device for a given location. Utilizing at least one component or sensor of a portable computing device is one of the WIFI, Bluetooth, camera, GPS sensor, gyroscope, magnetometer, accelerometer, proximity sensor, or RFID sensor of a personal computing device. It may include receiving feedback from one or more. The method may further include scanning visual marking data on one or more anchor devices to confirm information about the manufacturing attributes of one or more anchor devices or the installation attributes of one or more anchor devices. The method may further comprise sending the visual marking data to the portable computing device or one of the servers associated with the portable computing device. Manufacturing attributes can include at least one of the manufacture, distributor, lot, or model of one or more anchor devices. The installation attribute may include at least one of the installer, the date of installation, or the supervisor. Scanning the visual sign data may include using RFID sensors in personal computing devices to scan RFID tags on one or more anchor device components.

In another exemplary embodiment, a computer program product comprising a non-temporary computer-readable storage medium encoded by computer program code that, when executed on a computer processor, causes the computer to implement the steps of the present disclosure.

In another exemplary embodiment, the system generates a building model of a building to be built at a construction site and a building model for installing one or more anchoring devices within the structural elements of the building model. To identify a location within, to send a building model to a portable computing device at a construction site, and to identify the location of a portable computing device to a given location. Includes one or more processors operably coupled to one or more memories configured in.

In another exemplary embodiment, the anchor system for installation within the concrete support is at least one anchor device that is anchored to the formwork plate used to form the concrete support. A lock plate configured in, an elongated anchor at one end containing a connector segment for connecting to building tools, and a coupler attached to the elongated anchor to at least partially secure the elongated anchor to the lock plate. At least one anchor device, including a coupler that is operable to be coupled to the lock plate and a cover that is mounted around an elongated anchor and movable for positioning onto the coupler and lock plate. include. The coupler may define a central opening configured to accept the connector segment of the elongated anchor at least partially, and the coupler and connecting segment provide a collaborative structure to releasably secure the coupler and the elongated anchor. include. The coupler may define an internal thread that limits the opening at least partially, so that the connector segment of the anchor screw-engages the coupler and the internal thread of the coupler to releasably secure the coupler and elongated anchor. Includes configured external threads. The lock plate and coupler may include a collaborative structure configured to secure the coupler to the lock plate. The lock plate may define the plate opening and at least one locked slot adjacent to the plate opening, and the coupler may include a central segment defining the coupler opening and at least one wing hanging from the central segment. Thereby, when the central segment and at least one wing are in the first rotational orientation of the coupler and lock plate, they are acceptable within the plate opening of the lock plate and at least one keyed slot, respectively. Thereby, the relative rotational movement of the coupler and the lock plate to its second rotational orientation anchors the coupler to the lock plate at least partially. The lock plate may define two opposite keyed slots so that the coupler is received within the two opposite keyed slots when in the first rotational orientation of the coupler and lock plate. Includes two opposing wings that have been dimensioned. The cover may define a cover passage for receiving the elongated anchor. The cover may further define the inner threads that limit the cover passage, and the inner threads are configured to work with the outer threads of the elongated anchor to advance the cover relative to the elongated anchor. The lock plate may include at least one fastener opening configured to receive fasteners for fixing the lock plate to the formwork plate. The anchor system may include multiple anchor devices.

In another exemplary embodiment, the construction method is to install at least one anchor device in a formwork used to create a concrete support structure, molding the lock plate of at least one anchor device. To secure to the plate of the frame and to connect the elongated anchors of at least one anchor device to the lock plate, for the elongated anchors to be coupled, including external threads, and to be positioned relative to the plate. In addition, the cover of at least one anchor device is advanced along the elongated anchor and concrete is deposited in the formwork to create a concrete support structure, whereby the cover is attached to the external threads of the elongated anchor. Includes installation, including isolating at least a portion from concrete and removing the plate to at least partially expose at least a portion of the cover and the external threads of the elongated anchor. Placing concrete may involve establishing an isolated internal cavity within the cover, with at least a portion of the anchor's external threads extending into the internal cavity. Joining an elongated anchor may include attaching a coupler of at least one anchor device around the external thread of the elongated anchor and connecting the coupler to the lock plate. The coupler may include an internal thread, and mounting the coupler involves screw engaging the coupler with the external thread of the anchor. A lock plate may define a plate opening and at least one locked slot adjacent to the plate opening, and a coupler may define a central segment defining the coupler opening and at least one wing hanging from the central segment. The method may include positioning the central segment and at least one wing within the plate opening of the lock plate and at least one keyed slot, respectively, and rotating the coupler to place the coupler and anchor against the lock plate. Further includes fixing and. The cover may demarcate a cover passage with internal threads, and advancing the cover involves screwing the internal threads of the cover with the external threads of the elongated anchor. The method may further include attaching the tool to at least a portion of the anchor's external threads after the plate has been removed. The tool may include a thread segment, and mounting the tool involves screwing the tool to a portion of the outer thread of the anchor. The method may further include supporting construction equipment with tools. The method may also include installing multiple anchor devices in the formwork. The tool can be an anchor clamp.

In another exemplary embodiment, the anchor system for installation within the concrete support is at least one anchor device that is anchored to the formwork plate used to form the concrete support. A lock plate configured in, an elongated anchor at one end containing a connector segment for connecting to building tools, and a coupler attached to the elongated anchor to at least partially secure the elongated anchor to the lock plate. Engageable with a coupler that is operable to be coupled to the lock plate, a movable cover that is mounted around the elongated anchor and positioned over the coupler and lock plate, and a connector segment of the elongated anchor. Anchor clamps and at least one anchor device, including.

It will be appreciated that the combination of environments of different implementations is intended to be within the scope of the embodiments of the present invention. Those skilled in the art will implement alternative implementations in light of the exemplary teachings provided herein.

The terms used herein are for purposes of illustration only, and are not intended to limit the invention. As used herein, the singular "an", "the" are intended to include the plural unless expressly stated in the context. Additionally, as used herein, the terms "comprises" and / or "comprising" are the values, features, steps, actions, modules, elements, and / or components described. Specifies the existence of, but does not preclude the existence or addition of other values, features, steps, behaviors, modules, elements, components, and / or groups thereof.

Descriptions of the various embodiments of the invention are presented for illustrative purposes, but are not intended to be exhaustive or limited to the disclosed embodiments. Many modifications and variations will be apparent to those skilled in the art without departing from the scope and intent of the embodiments described.

The term construction site is not limited to commercial buildings and residential buildings, but includes all facilities that are subject to building, repair, maintenance, etc. Such sites include, but are not limited to, commercial and residential buildings, tunnels, bridges, stadiums, schools, exterior systems, all precast concrete products, and rigging points. Anchor devices can be installed in horizontal, vertical and / or any other orientations encountered during construction at a construction site, as well as in all wetcast applications.

Although exemplary embodiments of the present disclosure are described herein with reference to the accompanying drawings, the above description, disclosure, and drawings should not be construed as limiting and specific embodiments. Should be interpreted only as an example of. Accordingly, it is understood that this disclosure is not limited to these exact embodiments and that one of ordinary skill in the art may make various other changes and amendments without departing from the scope or intent of this disclosure. Let's see. For example, threaded fittings for connecting or joining some of the components are shown, but it is envisioned that any corresponding structure could be replaced, such as bayonet fittings, snap fits, tongue placements, etc. ..

Claims (39)

It ’s a method,
To generate a building model of a building to be built at a construction site,
Identifying the location within the building model for installing one or more anchoring devices within the structural elements of the building model.
Sending the building model to the portable computing device at the construction site,
Including identifying the location of the portable computing device to a given location, including
A method in which at least the generation step, identification step, transmission step, and identification step are implemented via at least one processing device including a processor and memory. The method of claim 1, comprising installing one anchor device at the given location. Including identifying the location of a second given positional location, including
The method of claim 2, further comprising installing one anchor device at the given location. The method of claim 1, wherein the structural element comprises at least one of a beam, a column, a girder, a floor, and a ceiling. The method of claim 4, wherein the structural element comprises concrete. The method of claim 1, wherein generating the model comprises utilizing a building information modeling module of the server. The method of claim 1, comprising utilizing a portable computing device at the construction site to assist the operator in identifying the corresponding location of the building. Identifying a location within the building model
7. The method of claim 7, comprising utilizing a position indicator module within the portable computing device to indicate the location of the portable computing device with respect to a given positional location on the model. Utilizing the position indicator assists in identifying the location of the portable computing device with respect to the given location by utilizing at least one component or sensor of the portable computing device. The method according to claim 9, including the above. Utilizing at least one component or sensor of the portable computing device is the WIFI, Bluetooth, camera, GPS sensor, gyroscope, magnetometer, accelerometer, proximity sensor, or RFID sensor of the personal computing device. 9. The method of claim 9, comprising receiving feedback from one or more of them. 1. The first aspect of the present invention is to scan the visual marking data on the one or more anchor devices to confirm information regarding the manufacturing attribute of the one or more anchor devices or the installation attribute of the one or more anchor devices. The method described in. 11. The method of claim 11, comprising transmitting the visual marking data to one of the portable computing device or a server associated with the portable computing device. 11. The method of claim 11, wherein the manufacturing attribute comprises at least one of the manufacture, distributor, lot, or model of the one or more anchor devices. 11. The method of claim 11, wherein the installation attribute comprises at least one of an installer, an installation date, or a supervisor. 11. Method. A computer program product comprising a non-temporary computer-readable storage medium encoded by a computer program code that, when executed on a computer processor, causes the computer to implement the steps according to claim 1. It ’s a system,
One or more processors operably coupled to one or more memories
To generate a building model of a building to be built at a construction site,
Identifying the location within the building model for installing one or more anchoring devices within the structural elements of the building model.
Sending the building model to the portable computing device at the construction site,
A system comprising one or more processors configured to identify and perform the location of said portable computing device to a given location. Anchor system for installation inside a concrete support
At least one anchor device
With a lock plate configured to secure to the formwork used to form the concrete support,
An elongated anchor with a connector segment at one end for connecting with building tools,
A coupler attached to the elongated anchor, wherein the coupler can be operated to be coupled to the lock plate to at least partially secure the elongated anchor to the lock plate.
An anchor system comprising at least one anchor device, comprising a cover mounted around the elongated anchor and movable for positioning onto the coupler and the lock plate. The coupler defines a central opening configured to receive the connector segment of the elongated anchor at least partially, and the coupler and the connecting segment releasably secure the coupler and the elongated anchor. 18. The anchor system of claim 18, comprising a collaborative structure for. The coupler defines an internal thread that at least partially limits the opening, and the connector segment of the anchor releasably secures the coupler and the elongated anchor. 19. The anchor system of claim 19, comprising an external thread configured to screw engage with. 20. The anchor system of claim 20, wherein the lock plate and the coupler include a collaborative structure configured to secure the coupler to the lock plate. The lock plate defines a plate opening and at least one keyed slot adjacent to the plate opening.
The coupler comprises a central segment defining the coupler opening and at least one wing hanging from the central segment, the central segment and the at least one wing being the first of the coupler and the lock plate. Receptible within the plate opening of the lock plate and the at least one keyed slot, respectively, when in one rotational orientation, thereby to its second rotational orientation of the coupler and the lock plate. 21. The anchor system according to claim 21, wherein the relative rotational movement of the coupler at least partially secures the coupler to the lock plate. The lock plate defines two opposing keyed slots and is received within the two opposite keyed slots when the coupler is in the first rotational orientation of the coupler and the lock plate. 22. The anchor system of claim 22, wherein the two opposing wings are correspondingly sized. 23. The anchor system of claim 23, wherein the cover defines a cover passage for receiving the elongated anchor. The cover defines an inner thread limiting the cover passage so that the inner thread cooperates with the outer thread of the elongated anchor to advance the cover relative to the elongated anchor. The anchor system according to claim 24, which is configured. 25. The anchor system of claim 25, wherein the lock plate comprises at least one fastener opening configured to receive the fastener for fixing the lock plate to the formwork plate. 26. The anchor system of claim 26, comprising a plurality of anchor devices. It ’s a construction method,
At least one anchor device is to be installed in the formwork used to create the concrete support structure.
To fix the lock plate of the at least one anchor device to the plate of the formwork,
By connecting the elongated anchor of the at least one anchor device to the lock plate, the elongated anchor comprising an external thread, and the coupling.
To advance the cover of the at least one anchor device along the elongated anchor in order to position it with respect to the plate.
Concrete is deposited in the formwork to create the concrete support structure, whereby the cover isolates at least a portion of the external threads of the elongated anchor from the concrete.
A method of construction comprising removing, including, and installing the cover and at least a portion of the external thread of the elongated anchor to expose at least a portion thereof. 28. Claim 28 that depositing concrete comprises establishing an isolated internal cavity within the cover, wherein at least a portion of the external thread of the anchor extends into the internal cavity. The method described in. 29. Claim 29, wherein joining the elongated anchor comprises attaching a coupler of the at least one anchor device around the external thread of the elongated anchor and connecting the coupler to the lock plate. Method. 30. The method of claim 30, wherein the coupler comprises an internal thread and attaching the coupler comprises screw engaging the coupler with the external thread of the anchor. The lock plate defines a plate opening and at least one locked slot adjacent to the plate opening, and the coupler defines a central segment defining the coupler opening and at least one hanging from the central segment. Including the wings,
The method comprises positioning the central segment and the at least one wing within the plate opening and the at least one keyed slot of the lock plate, respectively, and rotating the coupler to the coupler and the anchor. 31. The method of claim 31, further comprising fixing the lock plate to the lock plate. 32. The cover defines a cover passage having an internal thread, and advancing the cover includes screwing the internal thread of the cover to the external thread of the elongated anchor. The method described in. 33. The method of claim 33, further comprising attaching the tool to said at least a portion of the external thread of the anchor after removing the plate. 34. The method of claim 34, wherein the tool comprises a thread segment and mounting the tool screwing the tool to said portion of the external thread of the anchor. 35. The method of claim 35, comprising supporting the construction equipment with the tool. 28. The method of claim 28, comprising mounting a plurality of anchor devices on the formwork. 33. The method of claim 33, wherein the tool is an anchor clamp. Anchor system for installation inside a concrete support
At least one anchor device
With a lock plate configured to secure to the formwork used to form the concrete support,
An elongated anchor with a connector segment at one end for connecting with building tools,
A coupler attached to the elongated anchor, wherein the coupler can be operated to be coupled to the lock plate to at least partially secure the elongated anchor to the lock plate.
A cover mounted around the elongated anchor and movable for positioning onto the coupler and the lock plate,
An anchor system comprising at least one anchor device, comprising an anchor clamp that is engageable with the connector segment of the elongated anchor.

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