Patent classifications
B28B19/003
Method of Forming a Composite Wall Structure
A precast composite wall structure and method for forming the wall structure are disclosed. The method includes providing a casting bed defining a plurality of shapes corresponding to a three-dimensional outer surface of a wall structure, placing a first layer of uncured concrete to conform to the shapes defined by the lower surface, positioning a forming member in overlying relation above the frame, the forming member defining a plurality of rectangular-shaped channels therebetween, positioning a stud frame within the casting bed along the forming member, placing a second layer of uncured concrete within the casting bed to conform to the rectangular-shaped channels between the rectangular protrusions, and allowing the concrete to cure.
PRE-STRESSED INSULATED CONCRETE PANELS AND METHODS FOR MAKING AND USING THE SAME
Pre-stressed insulated concrete panels are disclosed. Methods of making and using pre-stressed insulated concrete panels are also disclosed.
Non-corroding stripping lifting inserts for precast insulated panels
A stripping lifting insert is provided for precast insulated panels having an insulating material layer between opposing wythes, the insulating material layer, wythes, and precast insulated panel having respective widths. The stripping lifting insert includes an elongated connecting shaft having a shaft axis. First and second spaced apart wythe engagement members are connected to the connecting shaft in spaced apart relation to each other. Each wythe engagement member includes a hub and a plurality of three or more protrusions connected to and emanating from hub. Each of the protrusions extending radially outward from the shaft axis. The wythe engagement members have a height less than the width of the wythes, whereby each wythe engagement member can be completely embedded in a respective wythe of the precast insulated panel. A precast insulated panel and a method of making a precast insulated panel are also disclosed.
Device for securing goods to be transported onto a load carrier
A device for securing goods (1) to be transported onto a load carrier (2), in particular a pallet (2), having a rod-shaped fastening element (3), which can be fastened to the load carrier (2), and a retaining element (4) for engaging with the goods (1) to be transported, said retaining element cooperating with the fastening element (3), is designed and developed, with regard to secure fastening of goods to be transported with universal usability and ease of handling, in such a way that a thread (5) for fastening to the load carrier (2) is formed at an end of the fastening element (3).
PLANT FOR PRODUCING A CONCRETE PREFABRICATED COMPONENT
A plant for producing a concrete prefabricated component includes a plurality of stations, a transport system to transport the production pallet through the plant, and a 3D printing station having a layer depositing device for depositing a particulate aggregate on the production pallet and having a printing head for controlled delivery of a water-binder mixture. The plant also includes a storage device to store particulate aggregate, a conveying device to convey the particulate aggregate to the layer depositing device of the 3D printing station, a mixing device for mixing the water-binder mixture, a feed device to feed the water-binder mixture to the printing head, and an unpacking station in which a concrete prefabricated component printed in the 3D printing station on the production pallet can be unpacked from an unbound particulate aggregate.
METHOD FOR PRODUCING A PREFABRICATED 3D-PRINTED PART
A method for producing a prefabricated 3D-printed part includes depositing a layer of a particulate aggregate on a production panel by a layer-depositing device; and dispensing a predetermined dose of a binder or a water/binder mixture, comprising water and at least one hydraulic binder, onto a locally predetermined region of the layer of the aggregate by a printhead. At least one reinforcement is arranged by a reinforcement-depositing device, at least in some regions, on and/or in the locally predetermined region on which the predetermined dose of the binder or the water/binder mixture was dispensed during the course of the second method step.
Precast Concrete Composite Wall
A precast concrete wall structure and method for forming a wall structure are disclosed. A forming member is positioned within a casting bed. The forming member comprises a layer of insulating material defining a plurality of integrally-formed rectangular protrusions extending in a parallel and spaced-apart relationship to one another to define a plurality of rectangular-shaped channels therebetween. The forming member also defines at least one cutout for defining a first portion of a fastener for securing the wall structure to a support structure. A second portion of the fastening member is positioned within the cutout. Uncured concrete is placed within the casting bed and allowed to cure.
ONE-STEP FORMATION OF AN INTEGRATED COMPOSITE STRUCTURE COMPRISING CURED MORTAR LAYERS AND A POLYURETHANE LAYER BY 3D PRINTING
The present invention relates to a process of fabricating a multi-layer composite structure by 3D printing, said composite structure comprises at least one cured mortar layer formed by curing of a mortar composition, and at least one polyurethane layer formed by polymerization of a first polyurethane forming composition, wherein said mortar composition and said first polyurethane forming composition are dispensed individually and simultaneously via adjacent printing nozzles. The mortar composition is optionally modified by a second polyurethane forming composition.
Composite Wall Panel and System
A precast concrete wall panel and system comprising pre-stressed concrete layers surrounding an insulation layer, the concrete layers prestressed using fiber reinforce polymer bar rebar.
Tilt-up and precast construction panels
Improved tilt-up and precast construction panels and improved methods for creating the same address deficiencies in the current tilt-up and precast construction panels. Improved tilt-up and precast construction panels use less concrete and less steel reinforcement and weigh less than current tilt-up and precast construction panels. Additionally, improved tilt-up and precast construction panels have greater insulative properties (both heat and sound) than do current tilt-up and precast construction panels. Improved tilt-up and precast construction panels require less labor on the construction site, thereby increasing efficiency and profitability of construction crews. Additional advantages of implementations of the invention will become apparent through the following description and by practice of implementations of the invention.