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37results about How to "Increase the height of the structure" patented technology

Porous rectangular pipe jacking and open and underground excavation connection pipe gallery joint and construction method thereof

The invention discloses a porous rectangular pipe jacking and open and underground excavation connection pipe gallery joint. The joint comprises pipe jacking gallery sections, a working well section,a connecting transition section and an open and underground excavation pipe gallery section which communicate in sequence, wherein the pipe jacking gallery sections are formed by sequentially-connected pipe joints, at least two pipe jacking gallery sections are arranged in parallel, one end of a pipe gallery wall in a working well is connected with a connecting triangular column located in the connecting transition section, the connecting triangular column is in a vertical column shape, the end, close to a clamping wall body, of the connecting triangular column is wider than the other end faraway from the clamping wall body, the two sides of the end, away from the clamping wall body, of the connecting triangular column coincide with the two sides of a wall of an open and underground excavation pipe gallery correspondingly, a transition section wall, an inner lining wall, a top plate and a bottom plate of the working well are coated with waterproof coiled materials, and the waterproofcoiled materials extend from the outer side of the transition section wall to the end, close to a pipe joint, of the inner lining wall. Smooth connection between an open excavation pipe gallery and aporous pipe jacking pipe gallery is achieved, the structure is safe and reliable, the waterproof method at a weak position of closing of the working well and a pipe joint of pipe jacking is simple andeasy to implement, and water is prevented from entering a joint pipe gallery.
Owner:CHINA CONSTR FIRST BUILDING GRP CORP LTD +1

TOD upper cover plate isolation conversion structure

The invention relates to a TOD upper cover plate isolation conversion structure which comprises an upper conversion layer, a lower conversion layer and an isolation cushioning support, wherein the upper conversion layer is connected with a plurality of first supporting structures of a superstructure, the lower conversion layer is connected with a plurality of second supporting structures of a substructure, and the isolation cushioning support is arranged between the upper conversion layer and the lower conversion layer; in the vertical direction, the first projection range of the upper conversion layer is positioned in the second projection range of the lower conversion layer, or the first projection range overlaps with the second projection range. The TOD upper cover plate isolation conversion structure has the advantages that the double conversion layers are respectively connected with the superstructure and the substructure, so that the superstructure and the substructure are separated and converted, and thus the development of the superstructure and the development of the substructure do not affect each other; the isolation cushioning support is arranged between the upper conversion layer and the lower conversion layer, so that the seismic force of the superstructure is reduced, and the impact of vibration caused by vehicle running on the superstructure is reduced; and by the reasonable arrangement of the isolation support, the limit of depth-width ratio of the superstructure is increased, and the actual used area is increased.
Owner:SHANGHAI VANKE REAL ESTATE CO LTD

Fabricated integral type hollow floor and prefabricated high-rib laminated bottom plate thereof

The invention discloses a fabricated integral type hollow floor and a prefabricated high-rib laminated bottom plate thereof. The fabricated integral type hollow floor comprises a fabricated integral type hollow plate and laminated frame beams. The fabricated integral type hollow plate comprises the prefabricated high-rib laminated bottom plate, hollow plate built-in filling bodies, cast-in-place laminated layers and cast-in-place laminated ribs. The prefabricated high-rib laminated bottom plate is provided with upturning ribs, shear keys are arranged on the side face of the prefabricated high-rib laminated bottom plate and the upper surfaces of the upturning ribs, truss steel bars or shear short bars are arranged on the upper surfaces of the upturning ribs and connected with the cast-in-place laminated layers or the cast-in-place laminated ribs, and the upper surfaces of the upturning ribs are rough surfaces. The hollow plate built-in filling bodies are light filling blocks or thin-wall components or fast-easy net disassembly-free formworks. The laminated frame beams are arranged on the periphery of the fabricated integral hollow plate. The hollow floor structure is light in self-weight, large in plate span, large in plate rigidity and high in bearing capacity, the use number of steel bars is reduced, the structure height is remarkably reduced, the use clearance is improved, alarge number of formworks are saved, and the construction period is effectively shortened.
Owner:吴永兴

A construction method for the joint of porous rectangular pipe jacking and open and dark excavation transfer pipe gallery

The invention discloses a construction method for the joint between a porous rectangular pipe jacking and an open and concealed excavation handover pipe gallery, which comprises sequentially connected pipe jacking and pipe gallery sections, a working well section, a connecting transition section, and an open and dark digging pipe gallery section; the pipe jacking and pipe gallery section consists of Pipe joints connected in sequence are formed and at least two sections are arranged in parallel. One end of the wall of the pipe gallery in the working well is connected with a converging triangular column located in the transitional section. The converging triangular column is in the shape of a vertical column. The end away from the clamping wall, the two sides of the connecting triangular column away from the clamping wall coincide with the two sides of the wall of the exposed and concealed excavation pipe gallery respectively; Membrane, the waterproof membrane extends from the outside of the transition section wall to the end of the lining wall near the pipe joint. The smooth connection between the open cut pipe gallery and the porous pipe jacking gallery is realized, and the structure is safe and reliable; the waterproof method at the weak position of the working well and the pipe jacking joint is simple and easy to prevent water from entering the joint pipe gallery.
Owner:CHINA CONSTR FIRST BUILDING GRP CORP LTD +1

An improved frame type hoisting device

The invention discloses an improved frame-type lifting device, which comprises a frame assembly and a wire rope mechanism, the wire rope mechanism includes an upper wire rope assembly and a lower wire rope assembly; wire rope assembly seats distributed along the circumference of the frame assembly; assembled on The extension arm assembly at the end of the lower wire rope assembly away from the support frame assembly; the extension arm assembly is equipped with an extension seat assembly at the end of the extension arm assembly away from the lower wire rope assembly, and the extension seat assembly is fixedly connected with the suspended equipment so as to be suspended The equipment is fixed in the lifting space; the upper end of the extension arm assembly is higher than the centroid height of the equipment being hoisted. The hoisting device of the present invention is designed with a steel wire rope assembly seat as a force-bearing structure, and the steel wire rope is divided into eight groups of upper and lower groups and connected to the corresponding bushings respectively, avoiding the cumbersome and complicated adjustment process of repeating multiple times, and the pressure plate in the prior art For the problem that it is difficult to control the pressing force of the steel wire rope and damage the steel wire rope.
Owner:CHANGCHUN INST OF OPTICS FINE MECHANICS & PHYSICS CHINESE ACAD OF SCI

Method and application of a multi-directional truss-frame-core tube combination super high-rise structure with O-shaped chamfered edges

A multi-directional truss-frame-core tube combination super high-rise structure construction method based on O-shaped beveled edges, based on the main structure combined with multiple groups of small core tubes and surrounding floor frames, and multi-directional large-span multi-layer trusses, and through the oblique cutting Side-space trusses and non-floor frames are treated with boundaries and local large-scale structures to form an overall force-bearing mode of the combined super high-rise structure. Multiple groups of scattered and uniformly arranged small core tubes and floor frames near the surroundings are combined with large A multi-layer truss structure is used to form a super-high-rise core support structure; the building facade shape is realized through the space boundary trusses with beveled edges, and the large space of the local floors is realized through the non-floor frame, which constitutes the overall force mode; through the load-bearing performance analysis, and control the load-bearing Force, overall stiffness and torsional performance, to ensure the overall load-bearing performance of the structural system. and the application that provides the structure. The invention has high lateral rigidity, high bearing capacity, high structural height and unique shape of the façade with chamfered edges.
Owner:ZHEJIANG UNIV CITY COLLEGE +1
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