WALL SYSTEM WITH NOVEL STRUCTURES AND METHOD OF CONSTRUCTION THEREOF

    公开(公告)号:US20220372748A1

    公开(公告)日:2022-11-24

    申请号:US17326153

    申请日:2021-05-20

    摘要: A method for constructing a three-dimensional (3D) printer-printable wall system includes forming a concrete foundation on a substrate, where the concrete foundation embeds horizontal and vertical reinforcements. A first inner wythe horizontal layer and a first outer wythe horizontal layer are printed using a concrete mixture from a 3D printer. The first inner wythe horizontal layer and the first outer wythe horizontal layer are separated by an interstitial space. A first wall dam is placed between the first inner wythe horizontal layer and the first outer wythe horizontal layer in the interstitial space. Additional inner wythe horizontal layers are printed on top of the first inner wythe horizontal layer to form a composite inner wythe. Additional outer wythe horizontal layers are printed on top of the first outer wythe horizontal layer to form a composite outer wythe. At least one additional wall dam is placed on every horizontal layer, while a wall tie and an attachment bracket for utility lines are placed only on pre-defined intervals of horizontal layers of the composite inner wythe and the composite outer wythe, which are separated by the interstitial space. A sill cap is installed on top of the composite inner wythe and the composite outer wythe, where the sill cap comprises a first curb to encapsulate a top portion of the composite inner wythe, a second curb to encapsulate a top portion of the composite outer wythe, and a central trough positioned between the first curb and the second curb. An anchor mechanism is inserted into the sill cap.

    Wall system with novel structures and method of construction thereof

    公开(公告)号:US11536019B2

    公开(公告)日:2022-12-27

    申请号:US17326153

    申请日:2021-05-20

    摘要: A method for constructing a three-dimensional (3D) printer-printable wall system includes forming a concrete foundation on a substrate, where the concrete foundation embeds horizontal and vertical reinforcements. A first inner wythe horizontal layer and a first outer wythe horizontal layer are printed using a concrete mixture from a 3D printer. The first inner wythe horizontal layer and the first outer wythe horizontal layer are separated by an interstitial space. A first wall dam is placed between the first inner wythe horizontal layer and the first outer wythe horizontal layer in the interstitial space. Additional inner wythe horizontal layers are printed on top of the first inner wythe horizontal layer to form a composite inner wythe. Additional outer wythe horizontal layers are printed on top of the first outer wythe horizontal layer to form a composite outer wythe. At least one additional wall dam is placed on every horizontal layer, while a wall tie and an attachment bracket for utility lines are placed only on pre-defined intervals of horizontal layers of the composite inner wythe and the composite outer wythe, which are separated by the interstitial space. A sill cap is installed on top of the composite inner wythe and the composite outer wythe, where the sill cap comprises a first curb to encapsulate a top portion of the composite inner wythe, a second curb to encapsulate a top portion of the composite outer wythe, and a central trough positioned between the first curb and the second curb. An anchor mechanism is inserted into the sill cap.

    Six degrees of freedom anchoring device and method for robotic installation

    公开(公告)号:US12030194B1

    公开(公告)日:2024-07-09

    申请号:US17929283

    申请日:2022-09-01

    发明人: Russell Varone

    摘要: An apparatus has an anchor shaft with a distal end configured to be embedded into a selected anchor location. A base plate has an aperture to receive the anchor shaft. A mounting ring surrounds the aperture. An inner collar is adjustably mounted on the mounting ring. A lower bearing seat is positioned in the inner collar. A spherical bearing is positioned in the lower bearing seat. The spherical bearing engages a proximal end of the anchor shaft. An upper bearing seat is positioned over the spherical bearing. An outer collar is mounted on the inner collar. The upper bearing seat, the spherical bearing, and the lower bearing seat are compressed between the outer collar and the inner collar, such that the anchor shaft is selectably mounted to the base plate and has six degrees of configurable positions.