Patents
Literature
Patsnap Copilot is an intelligent assistant for R&D personnel, combined with Patent DNA, to facilitate innovative research.
Patsnap Copilot

52results about How to "Reduce construction height" patented technology

Lifting platform for shaft construction

The invention discloses a lifting platform for shaft construction, comprising an operating platform, a lifter and an electrical control system, wherein the electrical control system controls the lifter to lift the operating platform via a working steel cable, the operating platform is composed of 6 to 12 trapezoid unit joints, at least four groups of anti-collision wall-against wheels are annularly arranged around the operating platform, and the bottom of the operating platform is circumferentially provided with at least four lead screw supporting components. The lifting platform for shaft construction has the advantages of strong construction adaptability, unlimited construction height, small floor area, good construction quality, high construction efficiency, great convenience of erection and disassembly, less labor, low labor intensity and the like. The trapezoid units, which are combined as required by construction, adapt to the construction requirement under different shaft situations, excellent convenience and flexibility are obtained during installation and usage, construction time is saved, and construction cost is lowered; the anti-collision wall-against wheels and the lead screw supporting components can be adjusted to adapt to the different requirements of shaft construction, and the lifting platform can conveniently and safely prevent the operating platform from shaking and becomes more stable and reliable as a whole.
Owner:中国水利水电第七工程局成都水电建设工程有限公司

Fabricated box culvert vertical prefabricated light formwork and manufacturing method thereof, and box culvert prefabricating method

The invention discloses a fabricated box culvert vertical prefabricated light formwork and a manufacturing method thereof, and a box culvert prefabricating method. The fabricated box culvert vertical prefabricated light formwork comprises a base, an outer formwork body, a connecting rod mechanism, an inner formwork body, an end formwork body and a hydraulic supporting mechanism; the base is composed of two longitudinal beams, three cross beams and two walking platforms, the outer formwork body is composed of four integral formwork plates, a steel plate is attached to the interior of each formwork plate, inclined struts are welded to the exterior of each formwork plate, the inner formwork body is composed of an inner-layer grid rib plate and an outer-layer inner formwork steel plate, each inner formwork steel plate is formed by stamping a whole steel plate, only one abutted seam is formed in the whole section, two longitudinal ribs are arranged at the abutted seam of the folded section, walking wheels are arranged at the lower ends of the longitudinal ribs, and the inner formwork body is assembled and disassembled through stretching and retracting of the hydraulic supporting mechanism. The outer formwork body adopts an integral and large-block formwork plate design and can be driven by the connecting rod mechanism or the hydraulic system, the inner formwork body is driven by a full-hydraulic support, only one abutted seam is formed in the whole section, vertical pouring and end plate matching production are adopted, and the appearance effect of a segment finished product is good.
Owner:HENAN HIGHWAY ENG GROUP +1

Combined pressure well mouth device for under-pressure fracture

The invention discloses a combined pressure well mouth device for under-pressure fracture. The combined pressure well mouth device comprises a plate valve (1), an injection head (2), a fracture controller (3) and an oil pipe hanger (4). The upper end of the plate valve (1) is connected with an under-pressure operation machine. The lower end of the plate valve (1) is connected with the injection head. The plate valve is used for isolating a high pressure area from the under-pressure operation machine during fracture construction. The lower end of the injection head (2) is connected with the fracture controller, and the injection head is used for being connected with a ground fracture pipeline. A well mouth flange is connected to the lower portion of the fracture controller (3), and the fracture controller is used for clamping the oil pipe hanger (4), for isolating an oil jacket annulus and for bearing gravity of a pipe column, pressure of a hydrostatic column and the load produced by liquid high pressure during fracture. The fracture oil pipe hanger (4) is used for being connected with the fracture pipe column and a post-pressure movable pipe column. The problems that in existing under-pressure fracture construction, under-pressure operation equipment needs secondary disassembly and assembly, or a high pressure straight pipe and other accessories need to be erected overhead aresolved.
Owner:DAQING OILFIELD CO LTD +1

Typhoon area through type steel arch bridge steel arch rib lifting method and alignment adjusting device

The invention provides a typhoon area through type steel arch bridge steel arch rib lifting method and an alignment adjusting device. The device comprises an in-situ splicing section steel arch rib, a horizontal splicing lifting section steel arch rib, a splicing support and a plurality of lifting portal frame systems. The assembling bracket and the lifting portal frame system are vertically arranged on the steel main beam; the lifting portal frame system comprises steel pipe stand columns, wind cables, a supporting mechanism and a lifting system arranged on the supporting mechanism, the supporting mechanism comprises a column top longitudinal beam and a supporting cross beam, and the supporting cross beam and the column top longitudinal beam form a #-shaped structure. The lifting system comprises a lifting jack base, a lifting jack, a plurality of transverse position adjusting jacks and a plurality of longitudinal position adjusting jacks. The horizontally-spliced lifting section steel arch rib is provided with a steel arch rib hanging point, and the steel arch rib hanging point comprises a partition plate, a connecting plate and a carrying pole beam. The construction height of the support and the assembled gantry crane is reduced on the whole, potential safety hazards of construction are reduced, and the method has certain popularization significance for the through steel arch bridge in a typhoon area.
Owner:THE THIRD ENG CO LTD OF CCCC SECOND HIGHWAY ENG BUREAU
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products