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405 results about "Pre tension" patented technology

Pre tensioning : In this method the concrete is prestressed with tendons before it is placing in position. This method is developed due to bonding between the concrete and steel tendons . Pre tensioning is preferred when the structural element is small and easy to transported. In this method similar prestressed members are prepared .

Ratchet and cam buckle tensioning assembly and method for using same

InactiveUS20010045548A1Quickly and conveniently pre-tensionEasy to useLifting devicesLoad securingEngineeringMechanical engineering
A ratchet and cam buckle tensioning assembly or strap tensioner, interposed between a lashing strap tensioned by the ratchet buckle and a lead strap tensioned by the cam buckle. The invention enables an operator to quickly and conveniently pre-tension the lashing and lead straps by removing an un-tensioned length of the lead strap without having to operate the ratchet buckle. The tensioning assembly includes a ratchet buckle for tensioning the lashing strap in stepped increments and a cam buckle for slidingly adjusting the lead strap. The cam buckle housing and the ratchet buckle frame member are a unitary member, forming an single, integrated tensioning assembly. Alternately, the cam buckle is permanently attached adjacent to the ratchet buckle. The cam buckle includes a housing adapted to slidably receive the lead strap. The housing has a pressure plate with a first restraining surface, such as a friction surface, over which the lead strap slides. A pawl is movably mounted, such as by pivoting, to the housing. The pawl has a second restraining surface and is biased in an engaged position to restrain the lead strap between the first and second restraining surfaces so as to prevent movement of the lead strap in one or both directions. The pawl also may assume a disengaged position wherein the lead strap can move freely between the first and second restraining surfaces.
Owner:WRIGHT JEFFREY DAVID MR

Vibration measurement and control device and method of rotary flexible hinge beam

InactiveCN104006110AGood for studying vibrationsAccurate Experimental PlatformNon-rotating vibration suppressionElectricityVibration measurement
The invention discloses a vibration measurement and control device and method of a rotary flexible hinge beam. The vibration measurement and control device comprises a flexible hinge beam body portion, a vibration signal detecting portion and a driving control portion. The flexible hinge beam is formed by connecting two beams through a hinge, and a prestretching shape memory alloy wire is arranged between the two beams, and is used for restraining low-frequency large-amplitude bending vibration of the connecting position. A piezoelectric ceramic piece sensor and a piezoelectric ceramic piece driver are pasted on to the front face and the rear face, close to a mechanical tightening device, of the flexible hinge beam respectively, and are used for detecting and restraining the bending vibration of the hinge beam. An acceleration sensor used for detecting vibration is arranged at the tail end of the hinge beam. The device is used for simulating vibration measurement and control over a space flexible joint and a flexible mechanical arm, the sensors and the composite control drivers are adopted, the corresponding control algorithm is operated, and active control over the bending vibration of the rotary hinge flexile beam is achieved.
Owner:SOUTH CHINA UNIV OF TECH

Positive/negative pressure vacuum film covering machine

ActiveCN105015130AMeet the long-term cycle workFor accidental down-down protectionLaminationLamination apparatusEnvironment effectPressure system
The invention discloses a positive/negative pressure vacuum film covering machine, and belongs to the technical field of mechanical devices. The positive/negative pressure vacuum film covering machine is composed of a main machine, a hydraulic system, a heating system, an electric system and a positive and negative system. The main machine comprises an upper cylinder, an upper beam, an upper vacuum chamber, a film pressing plate, a lower vacuum chamber, a lower beam, stand columns, a film pressing cylinder and a lower cylinder. The hydraulic system is located on the rear side of the main machine. The heating system is arranged at the top end in the upper vacuum chamber. The electric system is located on the right side of the main machine. The positive/negative pressure system is located on the left side of a machine body. A main body is a closed cavity, the closed cavity is partitioned into two independent air chambers through a decorative film, the forming process is conducted in the same closed space and not likely to be affected by the external environment, and the stability of processing can be improved so as to achieve the purpose of improving positioning accuracy; the elongation of the film can be improved by the adoption of prestretching, the interior of a plastic part can be wrapped by the film smoothly, and the high-quality film-decorative plastic part is obtained.
Owner:SICHUAN JIEBANG SCI & TECH CO LTD

Method and system for erecting steel trusses by stay cable auxiliary complete cantilever

ActiveCN101139821AShort construction period for temporary structuresLess investmentTruss-type bridgeBridge erection/assemblyEngineeringPush ups
The invention is a method of erecting all-cantilever erected steel truss beams assisted by diagonal ropes, as well as a relevant system. The method utilizes a bearer cable tower combined with a steel structure center tower column with diagonal ropes; install a tower-type crane on the top face of the steel truss beam end at the first hole with an overhead bridge crane in a ground craning station; anchor cases below the front and rear diagonal ropes are connected with side plates at steel beam nodes, and after that, directly lift the tower to apply pre-tension on the diagonal ropes; perform all-cantilever erection for the front steel truss beam. After finishing erection of the orifice steel beam, complet load removal from the diagonal ropes with a method of pushing up the temporary seat for the front pier and lowering back a pushing and craning device between upper and lower seats of the bearer cable tower. The system comprises an auxiliary tower truss, a tower center vertical column, the upper and lower support seats, the front and rear diagonal ropes, the upper and lower anchor cases for diagonal ropes, a tower top anchor beam and a walking mechanism. The invention has the following advantages: For large-span continuous steel truss beams, utilize a special device additionally to erect multi-span steel truss beams, so as to reduce internal stress in installation of steel truss beam members, lower end deflection of the front extension arm, and increase the inclination stability of a steel truss beam on the extension arm. Meanwhile, the invention can low investment and short construction period and provide very convenient operation.
Owner:THE FOURTH ENG CO LTD OF CHINA ZHONGTIEMAJOR BRIDGE ENG GRP

Reinforcing system and reinforcing method of wind power generation tower foundation ring foundation

The invention relates to a reinforcing system and reinforcing method of a wind power generation tower foundation ring foundation. The system comprises the foundation ring foundation (1) and a draught fan tower drum (2). The foundation ring foundation (1) comprises a foundation bottom plate (10), a concrete column pier (9) and a foundation ring (8), and the foundation ring (8) is connected with the draught fan tower drum (2). Steel beams (5) are symmetrically arranged on the outer side of the foundation ring (8) and on the top of the concrete column pier (9), the steel beams (5) surround the foundation ring (8) to form a regular-hexagon-shaped area, and steel-reinforced concrete beams (6) are poured around the regular-hexagon-shaped steel beams (5) and on the outer side of the foundation ring (8). The two ends of the steel beams (5) are connected with prestress anchor rod assemblies (7), and the lower ends of the stress anchor rod assemblies (7) are anchored in the foundation bottom plate (10). Pre-tension force is applied to a prestress anchor rod, so that pre-compressive stress is generated on concrete around the foundation ring, and accordingly the crack problem of the foundation ring foundation caused by fatigue can be fundamentally solved.
Owner:TONGJI UNIV ARCHITECTURAL DESIGN INST GRP CO LTD +2

Steel belt deviation correction system of cooling forming machine for remote transportation of high-temperature material

The invention discloses a steel belt deviation correction system of a cooling forming machine for remote transportation of a high-temperature material. A driving wheel and a driven wheel are connected through a steel belt, wherein one end of the driving wheel is fixed, and the other end of the driving wheel is fixed through a hydraulic cylinder; the two ends of the driven wheel are fixed respectively through a cylinder; the pre-tension of the steel belt between the driving and driven wheels is adjusted by two cylinders; the bottom of the steel belt is provided with a driving wheel carrier roller and a driven wheel carrier roller to support the bottom of the steel belt respectively; a compression roller is arranged at the upper side of the bottom of the steel belt between the driving wheel carrier roller and the driven wheel carrier roller; limit switches are arranged close to the bottoms at the two sides of the driven wheel steel belt respectively, limit switches are arranged close to the tops at the two sides of the driving wheel respectively, and each limit switch is connected with an alarm; the driven wheel is provided with a photoelectric sensor close to the bottom of each cylinder, a photoelectric sensor is arranged at a position, which is close to the top of the hydraulic cylinder, on the driving wheel, and the photoelectric sensors detect the deviation quantity of the steel belt respectively; and all the sensors and limit switch alarms are connected with an upper computer through a PLC (programmable logic controller). According to the invention, double-closed-loop control on the position of the steel belt at the driving wheel end and driven wheel end is realized, and real-time deviation correction of the steel belt transmission system is finished.
Owner:HANGZHOU FURUDE TECH
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