Abstract: An improved anchor apparatus and method consisting of a hanger configured for connection with a surface where the hanger has a length with a first end and a second end and an anchor in the hanger where the anchor is connected with the hanger along a first part of the anchor and where the anchor is releasably connected with the hanger along a second part of the anchor such that when the second part is disconnected from the hanger the second part of the anchor extends away from the surface of the hanger.

Abstract: A built-up beam fabricated a plurality of profiled steel plates is disclosed. The built-up beam includes a first lower profiled steel plate including a bottom portion, a side-vertical portion bent upwardly and vertically from one lateral edge of the bottom portion, a supporting portion bent horizontally from an upper end of the side-vertical portion, and a first center-vertical portion bent vertically and upwardly from the other lateral edge of the bottom portion. A second lower profiled steel plate is arranged symmetrically about the first center-vertical portion of the first lower profiled steel plate and connected to the first lower profiled steel plate. The second lower profiled steel plate has a cross-section symmetrical or asymmetrical to the first lower profiled steel plate.

Abstract: A construction element for heat insulation between two construction parts, in particular between a building part and a protruding exterior part, is provided, and includes an insulating body (2) to be arranged between the two construction parts with reinforcement elements (4, 5, 6) that can cross it and that can be connected to the two construction parts, with at least shear force rods (6) being provided as reinforcement elements. The construction element is here adjusted for the installation in passively energy conserving houses such that the insulating body is provided with a protrusion (3), which includes open recesses (7) for the upper exit sections (6f) of the shear force rods (6) that extend out of the insulating body, and extend in the direction of the supporting building part to the area of the horizontally protruding shear force rod sections (6a) so that it laterally overlaps the bent shear force rod sections (6d) in their entirety.

Abstract: A girder element (1; 21; 31; 41; 53-57) for concrete formwork comprises a girder (4) for receiving external forces (10), a tension rod (5) extending behind the girder (4) and at least one lengthwise adjustable tensioning device that is interposed between the girder (4) and the tie rod (5), the local distance between the girder (4) and the tie rod (5) being adjustable by means of said tensioning device. The invention is characterized in that the lengthwise adjustable tensioning device is configured as a lengthwise adjustable compensation device (6; 6a, 6b) which is motor driven to adjust the length of the compensation device (6; 6a, 6b). A measuring device is used to determine the position (x) of the girder (4) in the area of the compensation device (6; 6a, 6b) relative to a desired position (xs). A control device (12) is used to adjust the length (L) of the compensation device (6; 6a, 6b) depending on the position (x) of the girder (4).

Abstract: A very lightweight tubular building element for the construction of reinforced concrete floors and roofs; providing the formwork for the casting in place of the structural concrete and a high quality finished ceiling at the same time. It is a single component that can be installed easily and efficiently without heavy equipment or special craftsmanship; afterward the component is not removed, but stays permanently integrated in the concrete floor or roof. It forms a deck that is impervious, eliminating cumbersome cleaning during construction and leakage afterward, saving the common need of a costly waterproofing membrane over the slab. The formwork deck, composed of a plurality of the invention component, weighs less than four (4) pounds per square foot; and a single component for a common 15 feet span weighs less than 30 pounds, which can be easily handled by only one laborer.

Abstract: Lintels having metal side plates are described. In an exemplary embodiment, a lintel constructed in accordance with the present invention includes a generally rectangular frame of a height, length and thickness substantially corresponding to the dimensions of the opening in which the lintel is to be installed. The frame is formed by connected, first and second elongate chord members (e.g., nominal “2×N” members) that extend in spaced, substantially parallel, overlying relationship to each other. The subject lintel also includes at least one generally rectangular, metal side plate having at least first and second spaced groupings of integrally formed teeth extending from one side along opposite longitudinal edges thereof. The respective teeth groupings engage the first and second chords.

Abstract: A structural element for thermal insulation between two concrete structural components. An insulating body having metal reinforcing rods extending therethrough is to be attached to the concrete structural members with the rods extending within each member along either side of the insulating body. The rods running diagonally through the insulating body and extending along upper and lower edges of the insulating body so as to lie within upper and lower portions of the concrete structural members. Fire protection plates may be attached along upper and lower surfaces of the insulating body.

Abstract: A prefabricated lintel having two spaced apart parallel upstanding legs extending along the length of the lintel and having laterally aligned holes defined therethrough and spaced therealong. The lintel further has a flat lower surface and an upper surface defining flat, horizontal shoulders positioned along outer edges of the lintel on opposite sides of the upstanding legs and extending the length of the lintel. The lintel is placed to span a doorway and a course of blocks is laid on the flat shoulders, with a second course laid on the first course and a rebar positioned on the upper surface. A plurality of wire stirrups, each defining a rebar receiving loop, are engaged over the rebar and extend through openings in the two courses with end portions of the stirrups engaged in each of the holes defined in the upstanding legs of the lintel. The block openings are filled with grout.

Abstract: A steel truss (10) spanning an opening (11) in a load-bearing CMU wall (111) is used as a structural support from which to hang hangers (12) having steel plates (13) on their lower ends. U-blocks (14) are placed on the hangers, and the space (20) between adjacent U-blocks (14) is filled with mortar. After the mortar hardens (typically 24 hours later), the trench formed by the hollow areas (15) in the U-blocks is filled with concrete, thus encasing the steel truss (the height of the truss is less than the distance from the lower interior of the U-blocks to the bottom of the CMUs above the U-blocks) and forming a steel-reinforced structural beam across the opening (11). CMUs (17) are then laid on top of the structural beam to continue the load-bearing wall above the opening.The truss preferably has attached at each end thereof a steel saddle (16) which serves to center the truss in the U-blocks.

Abstract: A mold board construction includes a body made of concrete and a number of steel wires embedded in the body. A number of grooves are formed in the surfaces of the body so that a number of protrusions are formed on the body, and a number of holes are formed in the body so that the body can be fixed to the strips. A number of mold board constructions form a hollow space for receiving an amount of concrete so that an object is formed. The mold board constructions form part of the object.

Abstract: A high, self-supporting smokestack or tower having a structure constructed by stacking precast reinforced concrete sections one upon the other, the cross-sectional area of the structure being larger at the bottom than at the top and concentrated reinforcement being provided along the length of the structure to bear the horizontal forces acting upon the smokestack or tower. The structure exhibits ribs provided with concentrated reinforcement and extending longitudinally on the outside of the structure at least along its lower portion, the radial extent of these ribs increasing from the top to the bottom at least so as to correspond essentially to the bending moment progression resulting from the horizontal stress. A mould device for producing precast reinforced concrete parts for such smokestacks or towers, in which mould sections are provided which are radially adjustable for fashioning the front surfaces of the ribs.

Abstract: A tile for covering surface areas such as floors and walls has a tile surface and beneath the tile surface a body portion having side walls extending perpendicularly from the tile surface edges so as to form a tile block and the body portion has channels formed therein so as to extend thereacross to form channels in which pipes or cables may be disposed or through which a heating medium may be conducted for heating the block and the room laid out with such tile blocks.