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52results about How to "Optimized section" patented technology

Prefabricated internal support system and construction method for foundation pit support system

The invention discloses a prefabricated internal support system and a construction method for a foundation pit support system. The prefabricated internal support system comprises a top beam (1), an enclosing purline and an inner support (2), wherein the inner support (2) is a truss type inner support (2) assembled by splicing a pre-stressed hollow square pile (3) and a node connecting piece; first end plates on the two ends of the truss type inner support (2) are in screwed connection with a connecting plate on the top beam (1), and the rest of the first end plates are in screwed connection with second end plates of the node connecting piece; the construction method comprises the key points that the pre-stressed hollow square pile (3) and the node connecting piece are assembled into the truss type inner support (2) in a splicing manner, and the two ends of the truss type inner support (2) are connected with the top beam (1). The prefabricated internal support system and the construction method for the foundation pit support system has the advantages that the system and the method are convenient and efficient, the construction speed is high, the construction period is short, the follow-up earth cutting and earth discharging are convenient, the dismounting process is also convenient, efficient and labor-saving, no safety potential hazard is caused, the system can be recycled, and the material is saved.
Owner:宁波冶金勘察设计研究股份有限公司

Fabricated prestressed long-span beam structure

PendingCN109356292ANot subject to bending momentReasonable forceGirdersJoistsPre stressEngineering
The invention provides a fabricated prestressed long-span beam structure. The fabricated prestressed long-span beam structure comprises trussed beams, and the trussed beams comprise upper chords, lower chords and a plurality of assembled-connecting units. The upper chords comprise first supporting rods and second supporting rods arranged in parallel at intervals, and the first supporting rods areconnected with the second supporting rod through connecting pieces. The lower chords are arranged under the upper chords and located between the first supporting rods and the second supporting rods, and the lower chords and the upper chords are arranged in parallel. The assembled-connecting units comprise a plurality of web rods, the lower ends of the web rods are arranged adjacent to each other and hinged to the lower chords, the first supporting rods are hinged to the upper ends of part of the web rods, and the second supporting rods are hinged to the upper ends of the other part of the webrods. The web rods connected to the first supporting rods are arranged at intervals, and the web rods connected to the second supporting rods are arranged at intervals. The fabricated prestressed long-span beam structure can be fabricated on site according to the use demand, construction is convenient and quick, costs are reduced, a hinged method is adopted at joints, it is ensured that the shaftof the web rods is not subject to the action of bending moment, green construction is achieved, and maintenance is convenient.
Owner:MCC CAPITAL ENGINEERING & RESEARCH

Window with integral invisible screen window

The invention discloses a window with an integral invisible screen window for optimizing the matching of the window and the screen window in the prior art. The window is characterized in that on the basis of basic structures of a window side frame, a window sash, window glass and window middle beams, a screen winding pipe, a torsional spring, a piece of screen, a window screen pull handle and a screen hook are added, wherein the screen winding pipe is arranged in the window middle beams; the torsional spring is arranged in the screen winding pipe and is used for winding the screen; the screen is wound on the screen winding pipe in a non-use state; the window screen pull handle is arranged at the tail end of the screen and extends out of the window middle beams; and the screen hook is arranged on the window side frame at the opposite end to the screen winding pipe in a way of being matched with the window screen pull handle. Through the integral design of the screen window and a window main body, the function of the screen window is realized in an invisible mode; the screen window is applicable to various kinds of window types; the cross sections of the window and the screen window are greatly reduced and optimized; the cost is reduced; the screen window and the screen are in integral invisible design, and the integral appearance of building door and window engineering is not influenced; when the window sash is closed, the screen is wound back, the outwards exposed time of the screen is reduced, and the service life is prolonged; when the screen window is not used for a long time, the dismounting is not needed; and the properties such as wind pressure resistance, airtightness and watertightness of the whole window are not influenced.
Owner:LANZHOU MINGDI ALUMINUM

Novel steel pipe cast-in-place pile and bearing capacity and internal force calculation method thereof

The invention discloses a novel steel pipe cast-in-place pile. A structural form that a steel pipe subjected to anti-corrosion design is internally provided with a reinforcement cage and is poured with concrete is adopted to form a steel pipe and reinforced concrete combined structure. The invention further discloses a bearing capacity and internal force calculation method of the novel steel pipe cast-in-place pile. The bearing capacity calculation of the novel steel pipe cast-in-place pile foundation can be combined with the calculation method of the steel pipe pile and the cast-in-place pile, the side friction resistance refers to the steel pipe pile, and the end resistance refers to the cast-in-place pile; and under the condition that the steel pipe cast-in-place pile meets the elastic long pile condition, the ratio of the steel pipe to the concrete pile core resisting horizontal force is the same as the bending rigidity ratio of the two materials. The novel steel pipe cast-in-place pile and the bearing capacity and internal force calculation method thereof have the advantages that material waste is reduced, the section of a pile foundation is optimized, compared with a steel casing which is about to achieve the elastic long pile condition and only serves as a temporary facility, the engineering cost can be reduced by about 40% or even 50%, and the horizontal force resistance of the cast-in-place pile under the same pile diameter is improved by about 80%.
Owner:CCCC WUHAN HARBOR ENG DESIGN & RES

Flow passage structure of regenerative pump

Disclosed is the interval channel structure of a regenerative pump, which comprises the vane interval channel of a closed impeller and a pump shell interval channel; an impeller is provided with radial vanes; the space between the two vanes on the same side construct the radial vane interval channel; the vane interval channel includes a vane inlet, a vane inlet root arc, a vane lateral plate, a vane hub plate, a vane outlet and a vane root; a pump shell has an arc-shaped interval channel section; the interval channel section includes the interval channel inner wall top part, the interval channel lateral side inner wall and the interval channel bottom inner wall; the largest width of the interval channel section is close to the inlet of the vane; the interval channel inner wall top part is close to the vane outlet; the inner diameter of the interval channel inner wall top part is more than the largest outer diameter of the impeller; the corner angle of the interval channel inner wall top and the interval channel lateral side inner wall is an obtuse angle; the interval channel lateral side inner wall is extended to be open towards the section of the interval channel with the largest width and smoothly connected with the interval channel bottom inner wall; the interval channel bottom inner wall furls towards the vane inlet; the interval channel bottom inner wall maintains smooth with the vane inlet root arc. The interval channel structure of a regenerative pump can improve the noise problem of the regenerative pump and improve the output flow.
Owner:BUENO TECH

Pipe joint and connecting method for inducing cold flow through axial resultant force of asymmetric annular grooves

The invention discloses a pipe joint and method for inducing cold flow through axial resultant force of asymmetric annular grooves, and relates to the technical field of pipe joints. The pipe joint comprises a pipe joint body, an inner hole is formed in the pipe joint body, the end of a guide pipe can enter the inner hole, and a plurality of annular grooves are formed in the inner hole; the annular grooves comprise the asymmetric annular grooves, the asymmetric annular grooves comprise groove bottoms, one sides of the groove bottoms are connected with first groove tops through first groove walls, the other sides of the groove bottoms are connected with second groove tops through second groove walls, included angles between the first groove walls and the axial direction of the inner hole and between the second groove walls and the axial direction of the inner hole are different, asymmetric arrangement is formed, axial pushing resultant force is formed for plastic deformation cold flow, cold flow is induced to generate directional flow, so that the radial extrusion load peak value is reduced, the geometric necessary dislocation density in the cold flow can be fully improved, a gradient high-strength nano microstructure is formed, and the connection reliability can be greatly improved. The connecting manufacturability of the pipe joint and the metal guide pipe can be improved, the connecting strength of the pipe joint is greatly improved, and the fatigue life of the pipe joint is greatly prolonged.
Owner:西安卓锐航空科技有限公司 +1
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