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81 results about "Pilaster" patented technology

A pilaster is an architectural element in classical architecture used to give the appearance of a supporting column and to articulate an extent of wall, with only an ornamental function. It consists of a flat surface raised from the main wall surface, usually treated as though it were a column, with a capital at the top, plinth (base) at the bottom, and the various other column elements. In contrast to a pilaster, an engaged column or buttress can support the structure of a wall and roof above.

Shower enclosure design and assembly methods using prefabricated shower benches

Methods and apparatus for creating a shower or bath enclosure, in which, given a predetermined area in which to create the shower or bath, a given prefabricated water proof bath or shower floor module is too small to occupy the entire available enclosure space. The apparatus includes the use of one or more additional enclosure components, such as one or more shower benches, to occupy a space between an edge or edges of the floor module and the exterior boundary(ies) of the enclosure space. One of the disclosed methods includes the steps of:
    • installing wall studs to generally frame out the enclosure space within which the shower or bath will reside;
    • placing a prefabricated floor module in the enclosure space, said module defining an outer peripheral edge, said module being smaller in at least one dimension than an area defined by the boundary;
    • placing a shower or bath bench support frame in the space such that the support frame is adjacent at least one of the wall studs and the floor module;
    • placing a shower or bath bench on the support frame so that the bench occupies at least a portion of any open space(s) or gaps between the outer peripheral edge of the floor module and the boundary of the proposed enclosure space;
    • attaching wallboard to the studs such that a lower edge of the wallboard rests above and is substantially in registry with an upper peripheral edge of a sidewall of the shower or bath bench; and
    • installing at least one of tile, stone and marble on the wallboard, the module, and the prefabricated bench, thereby resulting in a tiled shower or bath.
Owner:TILE REDI

Construction method of daylighting hyperthermia booth

The invention relates to a construction method for a sunlight high-temperature greenhouse. The sunlight high-temperature greenhouse comprises a wall body, a left and a right side walls and a pergola which comprises a plurality of steel frames. The construction method comprises the steps that a ground foundation of the greenhouse is determined and compacted, the wall body, the left and the right side walls are built, an inner ground of the greenhouse is drilled down, an import and an export are dug, the top of the wall body is precast with a concrete layer, the outer side of the wall body is cemented with a brick wall, a pilaster is built at the inner side of the wall body, a pre-buried flat iron of the pilaster is welded with an upright post, an inner wall surface of the wall body, an inner and an outer wall surfaces of the left and the right side walls are cemented with the brick wall, and a front eave of the greenhouse is built with the brick wall. Steel pipes are welded to be the arched steel frames which are welded on the top of the upright post and the brick wall at the front part of the upright post. A back slope between the top of the wall body and the arched steel frames is covered with a heat insulating plate and is precast with the concrete layer. The inner and the outer wall surfaces of the wall body, the left and the right side walls are all cemented with the brick wall by cement. Two layers of the steel pipes are welded to be the arched steel frames. The arched steel frames, the front eave and the wall body are welded. The greenhouse has the advantages of high firmness and favorable heat insulation effect.
Owner:王乐义

Folding type life saving hanging cradle

The invention relates to a folding life-saving hanging basket, a basket body (1) thereof is composed of a pilaster (3), a central cylinder (4), a fencing net (5), an annular support (6), a chassis (7) and a bottom net (14); a floating body (2) is arranged on the basket body (1), and elbows (8) are respectively arranged on the pilaster (3) and the central cylinder (4) of the basket body (1). The annular support (6) is divided into an upper support and a lower support, the two ends of the pilaster (3) are respectively connected with the two supports, the fencing net (5) seals the annular support (6), the bottom end of the central cylinder (4) is positioned in the center of the chassis (7), and a shackle (9) is arranged at the top end. An anchor chain (10) is arranged between the central cylinder (4) and the upper annular support (6), and a small shackle (11) is arranged between the central cylinder (4) and the anchor chain (10). The folding of the hanging basket is realized through the elbows (8) on the pilaster (3) and the central cylinder (4) of the hanging basket. When the basket body (1) is fallen into water, the buoyancy of the floating body (2) can maintain the balance of the basket body (1), and the shackle (11) between the anchor chain (10) and the central cylinder (4) can be detached. The elbows (8) on the pilaster (3) and the central cylinder (4) of the basket body (1) can be folded during the storage, thereby facilitating the transportation and the storage.
Owner:李存扣

Support and pipe rack structure integrated system and construction method

PendingCN109024679ATake full advantage of lateral stiffnessTake full advantage of vertical stiffnessArtificial islandsProtective foundationBasementArchitectural engineering
The invention discloses a support and pipe rack structure integrated system and a construction method, and the problems that in the prior art, an operating space between a fender pile and a basement exterior wall is large, the excavation and backfilling workload is large, and the stiffness of the fender pile cannot be fully utilized are solved. The effects of reducing the excavation and backfilling workload, fulling utilizing the lateral and vertical stiffness of an enclosing structure, reducing working procedures, shortening the construction period and reducing the cost can be achieved. According to the technical scheme, the support and pipe rack structure integrated system comprises the fender pile, and the fender pile also serves as a permanent external wall structure of a pipe rack tobe used for bearing the water-soil pressure and overlying filled load of the using stage; the top of the fender pile is provided with a top pressing beam, one side of the top pressing beam is providedwith a girder used for supporting, a top plate is connected to the tops of the top pressing beam and the girder in an overlapped manner, and the top plate and the external wall structure are used forforming a whole through a casting bracket beam; and a pilaster is connected to the bottom of the bracket beam, a bottom plate is connected to the lower end of the pilaster, and the surface of the topplate, the surface of the bottom plate, the surface of the bracket beam and the surface of the pilaster are each provided with a waterproof layer and a protecting layer from inside to outside.
Owner:SHANDONG UNIV

Brick wall reinforced concrete wall stud structure

The invention discloses a brick wall reinforced concrete pilaster structure which includes a brick wall (1) and an old foundation (3); a cast new foundation (4) is combined with the old foundation (3); a hole is excavated on the brick wall (1); a reinforced steel bar is arranged in the hole; the reinforced steel bar is connected with the reinforced steel frames on both sides of the brick wall (1); the concrete is cast to form a reinforced concrete pilaster (5); the reinforced concrete pilaster (5) is combined with the brick wall (1). The brick wall reinforced concrete pilaster structure overcomes the defects that when the traditional method is adopted to mount a pilaster, the effective connection between the new and old masonry body structures is needed; the new and old masonry bodies is unable to have meshing effect and form an integral operating situation as a whole; the newly-added brick pilaster has insufficient intensity; the appearance and application of the building are influenced by the larger section of the reinforcing component so that the reinforced steel bar in the newly-added reinforced concrete pilaster is enabled to be tightly connected with the existed brick wall; the post-cast concrete is able to operate together with the existed masonry body wall; the integral stability and the local compression bearing capability of the wall body are improved greatly.
Owner:GUIYANG AL-MG DESIGN & RES INST
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