摘要:
A method for erecting a concrete structure by successively casting at least a first casting segment with a first floor slab, a second casting segment with a second floor slab and a third casting segment with a third floor slab includes providing a support column carrying a frame for suspending a formwork therefrom, the support column having a jack for transferring the support column from a retracted position to an extended position and vice versa, supporting the support column, by means of a first support bracket, arranging a second support bracket, at a vertical position between the second and third floor slab, on the support column, activating the jack for transferring the support column from the retracted position to the extended position, supporting the support column, by means of the second support bracket, and activating the jack for transferring the support column from the extended position to the retracted position.
摘要:
A method for erecting a concrete structure by successively casting at least a first casting segment with a first floor slab, a second casting segment with a second floor slab and a third casting segment with a third floor slab includes providing a support column carrying a frame for suspending a formwork therefrom, the support column having a jack for transferring the support column from a retracted position to an extended position and vice versa, supporting the support column, by means of a first support bracket, arranging a second support bracket, at a vertical position between the second and third floor slab, on the support column, activating the jack for transferring the support column from the retracted position to the extended position, supporting the support column, by means of the second support bracket, and activating the jack for transferring the support column from the extended position to the retracted position.
摘要:
A construction method, for erecting a structure that includes a plurality of modules, includes: building an offset core; slidably coupling an upper module to the offset core; and jacking the upper module upward to a height sufficient to enable positioning a lower module chosen from the plurality of modules beneath the upper module.
摘要:
An entertainment structure includes: an offset core; a moment stabilizing structure; and a moveable, observation pod entertainment ride positioned outside of the vertical entertainment structure.
摘要:
An entertainment structure includes: an offset core; a moment stabilizing structure; and a tethered, freefall entertainment ride positioned within the vertical entertainment structure.
摘要:
An entertainment structure includes: an offset core; a moment stabilizing structure; and a plurality of floor plate assemblies. Each of the plurality of floor plate assemblies includes a first edge and a second edge. The first edge of each of the plurality of floor plate assemblies is configured to be coupled to the offset core and the second edge of each of the plurality of floor plate assemblies is configured to be coupled to the moment stabilizing structure.
摘要:
The present invention includes prefabricated assemblies which are assembled on a construction site to provide a permanent concrete mold with integrated structural reinforcement and structural splices for cast-in-place concrete structures. The invention enhances the quality of the cast concrete structure while lowering the cost of construction and construction time. Described herein is a column form assembly, a column closure panel assembly, a beam form assembly, and a slab form assembly which are used to construct cast in place structurally reinforced concrete columns, beams, and floor slabs with minimal form work and construction site logistics. Also described herein are a method of assembly of said structures and a method of fabricating said assemblies.
摘要:
Construction method for producing beam and slab made of compound concrete containing demolished concrete blocks, comprises that a conventional profiled rebars are made to upper and lower L-shaped stirrups, wherein lower profiled rebar mesh are fixed up firstly, in which coarsely-crushed concrete blocks or segments are placed, then upper profiled rebar mesh are assembled on it together to form a rebar cage, and fresh concrete is poured into the mould fully. A connection portion between the upper and lower L-shaped stirrups is located around ⅓ heights of the lower L-shaped stirrup. A cold rolled rebar mesh is applied to a top rebar mesh of slab; when the bottom rebars of the slab are assembled, coarsely-crushed concrete blocks will be dosed, then the cold rolled rebar mesh will be lifted above the coarsely-crushed concrete blocks for mounting. Finally, fresh concrete is poured into the rebar cage for producing abeam and a space between top rebar mesh and bottom rebars for producing a slab.
摘要:
A tie system and method for forming a wall from a hardenable building material. In one embodiment, the tie system includes multiple wall ties configured to be directly interconnected to form a wall tie stack such that multiple wall tie stacks are positioned between first and second panel structures. Each wall tie stack defining a first wall portion and a second wall portion with an intermediate portion extending therebetween. The first and second wall portions define a first planar surface and a second planar surface, the first and second planar surfaces being outer most surfaces of the wall tie stack to define a wall tie width. The first planar surface is configured to be directly fastened to the inner surface of the first panel structure and the second planar surface is configured to be directly fastened to the inner surface of the second panel structure.
摘要:
The present invention concerns a shuttering (100) for the formation of a wall or similar, comprising a first wall formwork device (10) of an insulating material and a second wall formwork device (20), which are formed to be arranged in parallel so that a space (x) is formed between them intended to be filled with flowing concrete. A number of form ties (30) are arranged to connect the first and second wall formwork devices (10,20). The first wall formwork device (10) comprises a number of building or plastic foam blocks (11), and the second wall formwork device (20) comprises a number of sheathings (21). Each form tie (30) is provided with a first end having a fastening element (40) formed for connection with the first wall formwork device (20), and in its second end provided with a clamp tie device (50) for locking to the second wall formwork device upon temporary mounting and retention/clamping of said second wall formwork device (20) during the concreting, and releasing/unlocking after casting for allowing the wall formwork device (20) to be removed, form stripping. The invention also concerns a procedure for forming, for instance, a wall as well as a support for a said shuttering.