摘要:
An insulated block includes two sides and a self-adhering foam core joined to the two sides during the curing of the foam core. The foam core includes protrusions and recessions to facilitate joining of each insulated block with another insulated block. The insulated block is configured to be joined to other insulated blocks to create a structure or foundation which does not require mortar.
摘要:
The present invention relates to the reuse of otherwise discarded plastic to be used as building material and is resistant to extreme weather conditions. A building block comprises a multiple sided hollow box, wherein the sides of the box are tapered, with at least one keyway respectively slotted on at least two faces of the hollow box and an interlocking key which has a corresponding shape with the keyway to tightly interlock in the keyway.
摘要:
The disclosed technology includes a polyurethane foam block including a base having a plurality of recesses and a top surface having a plurality of connective components protruding outward from the top surface where each connective component of the plurality of connective components can align with a recess of the plurality of recesses. The polyurethane foam block can include a plurality of walls extending upward from the base and defining an interior. The polyurethane foam block can include a plurality of partitions extending from the base to the top surface to divide the block into a plurality of cavities, each cavity traversing a height of the block.
摘要:
An insulated block includes two sides and a self-adhering foam core joined to the two sides during the curing of the foam core. The foam core includes protrusions and recessions to facilitate joining of each insulated block with another insulated block. The insulated block is configured to be joined to other insulated blocks to create a structure or foundation which does not require mortar.
摘要:
In accordance with one aspect, a wall construction system includes a plurality of blocks configured to interfit in multiple courses with aligned interior voids being defined by the blocks. At least one shim is disposed between two of the plurality of blocks, wherein each shim includes a main body having a curved surface including a portion having a non-constant radius of curvature. A cementitious material disposed in the aligned interior voids
摘要:
A concrete pit for housing the below-floor part of a vehicle lift that is at least partially below floor level is constructed of precast concrete pieces. In one embodiment, a trench is dug slightly bigger than the pit that will be installed, and a precast concrete base slab is placed in the hole. Features around the perimeter of the base slab mate with corresponding features around the bottom of a precast concrete hollow rectangle, which is placed on top of the base slab. Additional precast concrete hollow rectangles may be placed on top. A vehicle lift is placed within the concrete pit and in some embodiments fixed thereto using holes, protrusions, or other features built into the concrete pit. In some embodiments, plumbing, wiring conduit, and other passageways are cast into the pieces of the concrete pit to minimize manual installation work that needs to be done in the pit.
摘要:
An insulated masonry wall system comprised of special blocks of 24″×16″×8″ dimension filled with reclaimed rubber crumbs resulting in high R values to resist transmission of heat and cold. Insulation is blown and vibrated into the special concrete blocks as walls are developed. Construction of wall will be similar to standard masonry blocks. Facings attached to the blocks can be vinyl and wood siding, brick, stucco, textured acrylic finish, fiber-cement siding hardboard, photovoltaic siding, and wood shakes.
摘要:
A dwelling wall includes: a vacuum heat-insulating material including an outer cover material, and an inner member which is sealed in a tightly closed and decompressed state on the inside of the outer cover material; and a wall material. In addition, the vacuum heat-insulating material is disposed on a rear surface side of the wall material, and the inner member is configured of a material which does not generate hydrogen in a case of coming into contact with moisture of liquid. According to the configuration, even in a case where the vacuum heat-insulating material used in the dwelling wall is ruptured and water of liquid comes into contact with the inner member, it is possible to realize excellent stability of the dwelling wall.
摘要:
An interlocking masonry block system for the construction of load bearing and non-load bearing walls includes a plurality of generally rectangular shaped building blocks wherein each block comprises a pair of opposite longitudinally extending sidewalls each of which includes an interior rectangular shaped vertical rib. The block also includes a central section disposed between the sidewalls in an abutting relationship therewith. Further, the central section defines one or two diagonally oriented rectangular vertical passageway extending through the central section at an angle of between about 30° and 45° and preferably at an angle of about 38°. The central section also includes one to three vertical extending recesses corresponding to and mating with the vertical ribs on each side thereof. The central section and the pair of sidewalls also define up to four rectangular shaped vertical passageways for utility pipes and/or electrical conduits.
摘要:
A self-reinforced masonry block comprises a main body having opposed substantially parallel stacking surfaces and at least one tubular cell defined therethrough from one stacking surface to the other. At least one confining reinforcement is embedded in the main body to surrounding a corresponding cell. Each confining reinforcement extends substantially entirely along the longitudinal length of its corresponding cell and terminates inwardly of the stacking surfaces. The self-reinforced masonry blocks may be used in construction of a grout-filled, vertically reinforced masonry block wall, with the self-reinforced masonry blocks being used for those portions of the wall where the grouted cells are prone to crushing due to high levels of compressive stress, and conventional unreinforced masonry blocks being used for other portions of the wall. A method for making the self-reinforced masonry blocks is also described.