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96 results about "Column design" patented technology

Elevated crane support system and method for elevating a lifting apparatus

A support structure for supporting a lift crane, and in particular to a lift crane jack-up structures, including rigs, platforms, barges, boats or the like, wherein the lift crane is positioned about a leg of the jack-up structure atop the jack-house. The preferred embodiment of the present invention contemplates a system for elevating a lift crane above the deck and about the leg of the jack-up structure, without relying upon the leg for structural support. A structurally reinforced jack-house having jacking units interfacing with the leg is provided at the deck of the vessel the jack-house configured to engage and support a crane tube column upon the roof of the jack house, which crane tube column in turn has situated thereupon the lift crane. The combined jack-house/crane tube column design allows one to support a crane above the deck in a stable manner independent of the leg situated therethrough, so as to provide a superior structural support for the lift crane, while providing ample space within the jack-house for the jacking units. The combined jack-house/crane support structure thereby affords significant space savings upon deck of the platform, while providing enhanced support of the lift crane. The substructure of the vessel comprises longitudinal and transverse bulkheads intersecting to form a support cell having a perimeter, the portion of the bulkheads forming the cell extend vertically through the deck to form the walls of the jack house and support for the platform. In an alternative embodiment, a truss-type bracing assembly engages the perimeter of the support cell below deck to form a raised platform without walls.
Owner:THE LEVINGSTON

Method for calculating equivalent calculation length and stability of steel tube concrete tapered column in view of integral space action

The invention discloses a method for calculating equivalent calculation length and stability of a steel tube concrete tapered column in view of an integral space action, and belongs to the field of steel tube concrete tapered column design. The method comprises the steps of: calculating an eigenvalue load of the steel tube concrete tapered column in view of the integral space action through finite element software, performing eigenvalue buckling analysis on a column with two hinged ends without the space action, and analyzing a buckling eigenvalue of a column with two hinged ends, a small head and a uniform section without the space action; calculating a calculation length coefficient of a supporting column in view of an integral space restriction action; obtaining an equivalent calculation length coefficient of the steel tube concrete tapered column with two hinged ends under an equivalent uniform-section column; and obtaining an equivalent calculation length coefficient of the tapered column in view of the integral space action. The invention provides a judgment method for the equivalent calculation length and stability of the steel tube concrete tapered column in view of the integral space action, so that a practical, efficient and accurate engineering application calculation method is obtained.
Owner:成都建筑材料工业设计研究院有限公司

Segment transforming process for well-completion acid fracturing of open-hole horizontal well of oil gas well

The invention belongs to the field of a capacity increasing revamp technology of an oil gas well, in particular to a segment transforming process for the well-completion acid fracturing of an open-hole horizontal well of an oil gas well. The process comprises the following steps: firstly, tubular column design; secondly, tubular column tripping in; thirdly, delivering and feeding a ball into a seat; fourthly, setting an open hole packer and a suspending packer, and packing a floor stratum and suspending a tool on a designed position; fifthly, releasing grip, and correcting the depth and determining the actual position of a suspended packer (5); sixthly, adjusting the length of the returned tubular column according to a depth correction result and an oil pipe stretching distance in the above steps, and returning the oil pipe and reloading a wellhead; changing a wellhead packer group into an oiling (gas) tree, connecting a ground pipeline and realizing the standard pressure test; seventhly, pressing and cutting a sliding sleeve pin of a delivery sieve tube (2), and extruding the volume of an oil tube to hold clear water; and eighthly, carrying out reservoir reform and fracturing truck construction to finally complete the segment transformation of the acid fracturing. According to the segment transforming process provided by the invention, the problems that a reservoir of the horizontal well is bad in connectivity and low in oil well yield can be solved, and the well yield can be significantly improved by the well completion increase yield.
Owner:XINJIANG GANGTUO ENERGY TECH

Glass fiber mesh reinforced concrete permanent column formwork and preparation method thereof

The invention discloses a glass fiber mesh reinforced concrete permanent column formwork and a preparation method thereof. The permanent column formwork comprises a hollow ultra-high performance concrete layer and a glass fiber mesh, and shearing resistance convex blocks are arranged at the inner surface of the hollow ultra-high performance concrete layer. The preparation method of the glass fibermesh reinforced concrete permanent column formwork includes the steps that 1) a shape parameter and a glass fiber mesh parameter of the permanent column formwork are determined according to the column design information; 2) the geometric parameters of an inside turning mould and an outside turning mould are designed and obtained according to the shape parameter of the permanent column formwork; 3) the inside turning mould is manufactured by using additive manufacturing technology, and then the glass fiber mesh is fixed on the inside turning mould; 4) the outside turning mould is manufacturedby using the additive manufacturing technology, and then the outside turning mould is combined with the inside turning mould to form a whole; 5) ultra-high performance concrete is poured between the inside turning mould and the outside turning mould; and 6) maintaining and mould demolishing are carried out to obtain the glass fiber mesh reinforced concrete permanent column formwork. The permanentcolumn formwork is suitable for the manufacture of curving columns of personalized buildings, the integrity is good, the cost is low, the durability is excellent, and manufacturing is convenient.
Owner:SOUTHEAST UNIV

Intra-drill pipe microwave communication distance calculation and optimum frequency point determination method

InactiveCN106021896AUnderstanding Microwave Transmission PerformanceThe principle is simpleSurveyDrilling rodsMicrowave powerEngineering
The invention discloses an intra-drill pipe microwave communication distance calculation and optimum frequency point determination method. Drill pipes are converted into stepped microwave waveguides; the microwave power transmission coefficient of a single drill pipe under a master mode working condition is calculated according the inner wall structure of the drill pipe; and the optimum number of connection drill pipes between two relays is calculated according to the maximum output power of a transmitting relay and the minimum receiving power of a receiving relay. According to the method, the microwave power transmission coefficient of the single drill pipe under the master mode working condition can be calculated according the inner wall structure of the drill pipe; the microwave transmission performance of the drill pipe can be known; the principle is simple; the operation amount is low; moreover, the optimum number of the drill pipes between the two relays can be calculated through the maximum output power of the transmitting relay and the minimum receiving power of the receiving relay, thereby providing guiding significance for drill column design of gas drilling, and construction design of microwave measurement while drilling.
Owner:SOUTHWEST PETROLEUM UNIV
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