Abstract

By means of a shifting device for an existing high-rise structure of the present invention, a lifting bottom plate is fixedly connected to the existing high-rise structure, and a bearing platform at the bottom of the existing high-rise structure is held below the lifting bottom plate. The weight of the lifting bottom plate and the weight of the bearing platform can effectively lower the center of gravity of the existing high-rise structure, thereby reducing the influence of disturbance on the existing high-rise structure during foundation underpinning, jacking and translation construction. In addition, a counterweight can be additionally arranged on the lifting bottom plate to further stabilize the existing high-rise structure.

IPC Classes  ?

• E04G 23/06 - Separating, lifting, removing of buildingsMaking a new sub-structure

Abstract

Disclosed are an existing house wall beam replacement structure and a construction method therefor. The replacement structure comprises a joist reinforcing structure, a short wall limb structure, an arch rib structure, and an inhaul cable structure. The replacement structure connects a joist and a reserved wall section into a whole, the arch rib structure is formed by an upper wall attaching steel plate, a lower wall attaching steel plate, an embedded steel plate, a wall penetrating bolt, and an arch wall body, and the arch rib structure forms an integral wall beam stress system by means of the embedded steel plate and the joist reinforcing structure, wherein the arch rib structure is compressed and transfers the load to the end of the joist reinforcing structure and then to the short wall limb structure. In the whole stress process, the joist reinforcing structure bears tension, and the arch rib structure bears pressure, so that a local masonry structure is replaced with a wall beam structure, and the overall safety of the structure after a bearing wall body is dismantled is guaranteed. The inhaul cable structure transfers part of the vertical load of the joist reinforcing structure to the arch rib structure, so that the load borne by the joist is reduced, the height of the joist is reduced, and a large clearance height is obtained.

IPC Classes  ?

• E04G 23/02 - Repairing, e.g. filling cracksRestoringAlteringEnlarging
• E04G 23/08 - Wrecking of buildings

Abstract

The present invention relates to an inclining jacking-type steel platform construction apparatus and method for inclining walls having a large inclination angle, and aims to solve the problem in traditional steel platform construction of coordinating formwork overturning and steel platform inclination. The apparatus comprises a steel platform, a temporary support steel jig frame, a tetrafluoroethylene composite sliding structure and an inclination angle finetuning jack. The steel platform comprises a first steel platform system and a second steel platform system which are detachably connected, and a supplementary steel platform. The first steel platform system and the second steel platform system are fixed at a certain height below the bottom end of the retracting section of the inclining wall. The double-connector temporary support steel jig frame is arranged at the top end of a second straight wall section, and the supplementary steel platform is arranged on the upper section of the temporary support steel jig frame. The tetrafluoroethylene composite sliding structure is arranged between the temporary support steel jig frame and the top beam of the second steel platform system, and a synchronous pushing jack mechanism is arranged at the end of the tetrafluoroethylene composite sliding structure. Multiple inclination angle finetuning jacks are arranged at intervals between the platform base and the tetrafluoroethylene composite sliding structure. A positioning member is connected to an end of the supplementary steel platform close to the top beam of the second steel platform system.

IPC Classes  ?

• E04G 21/00 - Preparing, conveying, or working-up building materials or building elements in situOther devices or measures for constructional work
• E04G 3/28 - Mobile scaffoldsScaffolds with mobile platforms
• E04G 5/00 - Component parts or accessories for scaffolds
• E04G 5/04 - Means for fastening, supporting, or bracing scaffolds on or against building constructions
• E04G 11/06 - Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved
• E04G 17/00 - Connecting or other auxiliary members for forms, falsework structures, or shutterings
• E04G 17/065 - Tying means, the tensional elements of which are threaded to enable their fastening or tensioning

Abstract

The present invention belongs to the technical field of building construction, and particularly relates to a climbing type steel platform construction device and method for an outward-inclined wall, aiming to solve the problem that in conventional steel platform construction modes, the coordination between formwork overturning and steel platform outward inclination or other conversion construction systems needs to be considered. The device comprises a steel platform and a scaffolding system, the steel platform comprising an outer-side steel platform system and an inner-side steel platform system, and a rail base being arranged on a top beam of the supplemented steel platform system. The scaffolding system comprises a movable implementation scaffold and a temporary construction scaffold. The movable implementation scaffold comprises a scaffold body, a sliding bottom roller, anti-overturning snapping seats and limiting fixing blocks. The anti-overturning snapping seats are snapped onto the rail base along the length direction of a rail, the implementation scaffold body is fixedly connected to the sliding bottom roller by means of a connector, and the limiting fixing blocks are arranged on the front side and the rear side of the sliding bottom roller in an inverted capping mode and are fixed by means of bolts. Just by a single disassembly and supplementation of the steel platform, pouring construction of an upper outward-inclined wall section and a straight wall section can be completed quickly and safely.

IPC Classes  ?

• E04G 3/28 - Mobile scaffoldsScaffolds with mobile platforms
• E04G 5/00 - Component parts or accessories for scaffolds
• E04G 5/04 - Means for fastening, supporting, or bracing scaffolds on or against building constructions
• E04G 11/08 - Forms which are completely dismantled after setting of the concrete and re-built for the next pouring
• E04G 17/00 - Connecting or other auxiliary members for forms, falsework structures, or shutterings
• E04G 17/065 - Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
• E04G 21/00 - Preparing, conveying, or working-up building materials or building elements in situOther devices or measures for constructional work

Abstract

The present invention relates to the field of building construction, and provides a formwork hoisting device for inclined wall construction and a construction method therefor. The formwork hoisting device comprises at least two carrying pole beams, an outer steel large formwork assembly, an inner steel large formwork assembly, several connecting sleeves, at least two side-force-resistant structural members, at least two connecting lacing bars, several carrying pole fasteners and several pre-tightened self-locking clamps. The carrying pole beams are erected on the side-force-resistant structural members, and then the outer steel large formwork assembly and the carrying pole beams are buckled together by means of the connecting sleeves and the pre-tightened self-locking clamps, so that the outer steel large formwork assembly is hung on the carrying pole beams. The inner steel large formwork assembly is then hung on the outer steel large formwork assembly by means of split bolts, so that the load of the whole formwork system is transmitted to the side-force-resistant structural members by means of the carrying pole beams and is finally transmitted to the structure of the building itself. Meanwhile, the present invention further provides a construction method for the formwork hoisting device for inclined wall construction, which overcomes many problems such as high safety risks, high time and labor consumption, and high labor intensity which exist in the existing inclined wall construction process. Therefore, the construction method is more in line with the zero-risk, high-efficiency, and low-cost requirements of modern building construction.

IPC Classes  ?

• E04G 11/06 - Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved
• E04G 17/00 - Connecting or other auxiliary members for forms, falsework structures, or shutterings
• E04G 17/07 - Tying means, the tensional elements of which are fastened or tensioned by means of wedge-shaped members
• E04G 17/14 - Bracing or strutting arrangements for formwallsDevices for aligning forms