摘要:
This invention relates to a process for the lifting of a dual concrete panel composite truss and especially to the process of lifting of a composite truss having a pair of spaced apart prestressed concrete panels. A lifting assembly can be rolled on the surface of a generally flat concrete panel to position a plurality of sling hooks for connection to a plurality of said lifting eye members on the generally flat concrete panel for lifting the concrete panel.
摘要:
A building component has first and second parallel and spaced apart edges, a first panel portion and first and second members. The first and second members are located on the same side of the first panel portion. The members extend along the first and second edges. A second panel portion is demountably connected to the first panel portion in a face to face relationship. This creates a plurality of cavities within the building component. A plurality of holes is formed in the component to enable passage of services such as electricity, gas and water through the component.
摘要:
A modular building system for constructing a multi-story building includes prefabricated modular units. Each modular unit includes a horizontal slab for forming a floor/ceiling of the building, a joist extending horizontally along a first edge of the slab, the joist extending below the slab and extending horizontally beyond the first edge of the slab to form a receiving lip, columns positioned on top of the slab along the first edge, and connectors installed in cavities formed in the unit. A floor of the multi-story building is formed by arranging the modular units so that the slab of a first modular unit is positioned on the receiving lip of a second modular unit. An additional floor of the multi-story building is formed by arranging the modular units so that the joist portion of an upper modular unit is positioned on the columns of a lower modular unit.
摘要:
A slab module includes a stone slab having a thickness of 3-10 mm. A reinforcing plate includes a first side fixed to a rear side of the stone slab. The reinforcing plate has an area corresponding to an area of the stone slab. A base is made of a rigid material and includes a coupling face on a top side thereof. The coupling face is fixed to a second side of the reinforcing plate. A plurality of posts is provided below the coupling face, with a compartment formed between the posts for receiving a wire.
摘要:
A building structure includes a hexagonal grid in a vertical plane to thereby be structurally strong and solid, and has a variety of whole shapes. The building structure has a whole shape formed by connecting at least horizontally a plurality of unit spaces (10) each in the shape of a polygonal prism having a pair of end faces (T, W) and a plurality of side faces (S), and includes: a main hexagonal frame (1A, 1B, 1C) standing in each outdoor side face; an edge beam (2A1, 2A2, 2B1, 2C1, 2C2, 2D1, 3A, 3B, 3C) arranged at the edge of the upper end face (T) of each unit space; an indoor pillar (4A, 4B) arranged on each indoor side among both sides of the side faces (S) of each unit space, in which: the upper and lower sides of the main hexagonal frame are located on the upper and lower sides of the side face, respectively, and left and right bend portions (1A7, 1A8) of the main hexagonal frame are located on the left and right sides of the side face, respectively; and the main hexagonal frame, the edge beam and the indoor pillar are joined to each other.
摘要:
A roof panel, roof or structure comprising a roof panel body having an edge comprising a fascia water deflection system, said fascia water deflection system comprising a chamfer having at least one sharply angled ridge. In some embodiments, said roof panel body is provided with a trough adjacent to said edge, so that when said roof panel body is installed on a structure, said trough runs at a downward angle and water entering said trough flows by force of gravity through said trough. In other embodiments, the roof panel body is coated with a waterproof roofing material.
摘要:
A system and method of manufacturing synthetic construction elements that replaces lumber. A synthetic composition is provided containing cementitious material, synthetic fibers, and low-density particulate material. At least one polymer may be added to improve performance. The density of the synthetic composition is controlled by varying the volume of the low-density particulate material in the mix. Reinforcement elements are provided. The reinforcement elements are preferably pre-stressed or post-stressed in tension. The synthetic compound is molded around the reinforcement elements to form a construction element of a particular shape. The molding of the synthetic material around the reinforcement elements can be a two-step process. In the first step, a first synthetic compound of a high density is molded into a rough form around the reinforcement elements. A second synthetic compound of a lower density and strength is then molded around the rough form to complete the construction element.
摘要:
A wood concrete composite system (100, 200) has a wood construction component (110, 111, 112, 210, 211), an intermediate layer (140, 141, 142, 143, 230, 231, 232) and a concrete construction unit (150, 151, 152, 240, 241). The concrete construction unit (150, 151, 152, 240, 241) has at least one side which faces the wood construction component (110, 111, 112, 210, 211). Thus at least single intermediate layer (140, 141, 142, 143, 230, 231, 232) creates at least a partial separation between the wood and concrete.
摘要:
A composite floor panel includes a concrete floor deck having a side portion and an edge member secured to the side portion. The edge member is configured to be positioned in proximity to an adjacent edge member. The adjacent edge member is coupled to an adjacent concrete floor deck. The edge member is further configured to have a junction formed between the edge member and the adjacent edge member to define a channel. The edge member is further configured to have a binder material placed in the channel to form a joint between the concrete floor deck and the adjacent concrete floor deck.
摘要:
This invention relates to a structural cementitious panel (SCP) panel able to resist lateral forces imposed by high wind and earthquake loads in regions where they are required by building codes. These panels may be used for shear walls, flooring or roofing or other locations where shear panels are used in residential or commercial construction. The panels employ one or more layers of a continuous phase resulting from the curing of an aqueous mixture of inorganic binder reinforced with glass fibers and containing lightweight filler particles. One or more reinforcement members, such as mesh or plate sheets, are bonded to at least one surface of the panel to provide a completed panel that can breathe and has weather resistant characteristics to be capable of sustaining exposure to the elements during construction, without damage.