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1033 results about "Lower wing" patented technology

Lower edge open truss style corrugated steel web combination beam

A truss-type corrugated steel web composite beam with an open bottom chord belongs to a bridge support member. The bottom chord opened and truss-type corrugated steel web composite beam comprises an upper wing edge concrete slab, a corrugated steel web and a bottom chord opened truss-type rectanglar steel tube concrete member. Compared with steel truss-type web composite corss section, the invention adopts the corrugated steel web with rather high shear strength to replace a steel web member, so as to guarantee quite high shear bearing capacity. The opened truss-type bottom chord is composed of two parallel-arranged rectanglar steel tubes arranged in parallel and internally cast concrete, as well as horizontal braces and batter braces between the rectanglar steel tubes. Moreover, the bottom chord adopts the steel tube concrete member to overcome the problem of rather high work volume that, in traditional composite cross section of corrugated steel web box beams and steel truss-type webs, such execution measures as scaffolding, formwork-support, concrete casting and etc. should be taken for lower wing edge concrete slabs. Meanwhie, the invention can effectively improve structure crack resistance, avoid crackage exposure and etc, and considerably increase structure durability. The bottom chord is a brace-connected open-type structure with advantages of simple structure and fast, smooth and convenient execution.
Owner:TSINGHUA UNIV

Shaped-steel concrete frame-steel supporting structure section-changeable conversion node

The invention is a variable section conversion node for profiled steel concrete framework-steel support structure, interconnecting in-pillar profiled steel, in-beam profiled steel, steel support, in-pillar reinforced concrete and in-beam reinforced concrete and pouring then into an organic whole, where the steel support is orthogonally connected with in-pillar an in-beam profiled steel flange plates by section conversion, the web of the in-beam profiled steel in the node connection position is converted into heightening variable section web and the top surface of the heightening variable section web is welded with widening variable section upper wing plate, the bottom surface of the heightening variable section web is welded with widening variable section lower wing plate; the shape of the steel support in the node connecting position is converted into structure of variable section node conversion region and two flange plates of the steel support in variable section conversion region are orthogonally connected with the in-pillar and in-beam profiled steel respectively. And the invention intensifies fore bearing performance of node regions of the profiled steel concrete framework-steel support structure and ability of cooperating of profiled steel and reinforced concrete.
Owner:BEIJING URBAN CONSTR DESIGN & DEV GRP CO +1

Three-hole probe type pressure measurement tail rake for wind tunnel test

ActiveCN102692310AAccurate calculation of velocity componentsAccurate calculationAerodynamic testingLeading edgeProbe type
The invention provides a three-hole probe type pressure measurement tail rake for a wind tunnel test. A plurality of connecting rods are distributed at the top end of a support platform; a three-hole probe is fixed on each connecting rod; a total pressure hole is arranged at the conical top end of each three-hole probe, and two static pressure holes symmetrically distributed on the conical surface of the three-hole probe, and the central line of the total pressure hole and the central lines of the two static pressure holes are in the same horizontal plane. According to the three-hole probe type pressure measurement tail rake, the actual total pressure, static pressure and airflow drift angle at each probe can be obtained through one total pressure hole and two static pressure holes on each probe; then, two velocity components u and v at each probe in the axial direction of a tunnel and in the horizontal plane of the height center of the tunnel can be obtained in combination with measurement of fluid density; according to the obtained static pressure distribution and the distribution of the two velocity components u and v at each three-hole probes, the resistance of a wing section can be obtained on the basis of the momentum theory, so that the two-dimensional velocity and speed drift angles of all points of wake flow can be captured at the same time. The three-hole probe type pressure measurement tail rake for the wind tunnel test is suitable for the situation that the lift force is large and the wake flow inclines to a lower wing face greatly.
Owner:NORTHWESTERN POLYTECHNICAL UNIV

Connection joint of concrete filled steel tubular column and beams

The invention provides a connection joint of a concrete filled steel tubular column and beams, and belongs to the field of architectural structures. The peripheral surface of a steel column jacket at the connection joint bodies of the concrete filled steel tubular column and the beam ends is sleeved with a steel sleeve in a matched mode, the edge of the upper end and the edge of the lower end of the steel sleeve are fixedly welded to the steel column jacket, the peripheral surface of the steel sleeve is radially connected with steel connection boards corresponding to the beam ends at intervals, a circle of upper opposite-pull steel bar hole set and a circle of lower opposite-pull steel bar hole set which are correspondingly through are formed in the periphery of the steel sleeve and the inner layer of the steel column jacket, opposite-pull steel bars correspondingly penetrate through the upper opposite-pull steel bar hole set and the lower opposite-pull steel bar hole set, and namely an upper opposite-pull steel bar grid net and a lower opposite-pull steel bar grid net are formed in the steel column jacket of the concrete filled steel tubular column; the steel connection boards and the sleeve wall of the steel sleeve outside the concrete filled steel tubular column are correspondingly connected with webs of H-type steel connectors at the beam ends and upper and lower wing edge board ends respectively, and the concrete filled steel tubular column and the beams are connected in an integrated mode after a concrete layer in the steel column jacket of the concrete filled steel tubular column is poured. According to the connection joint, the overall strength of the concrete filled steel tubular column is enhanced by enhancing the joint bodies.
Owner:HUBEI HONGYI STEEL CONSTR ENG

Power-driven tilt three-rotor unmanned aerial vehicle

The invention provides a power-driven tilt three-rotor unmanned aerial vehicle. The power-driven tilt three-rotator unmanned aerial vehicle has flight characteristics of both a helicopter and a fixed-wing aircraft and can take off and land in a vertical and short-distance way. The integral structure of the power-driven tilt three-rotor unmanned aerial vehicle is composed of all-moving canard wings, straight low wings and a fixed V tail. Two motors and rotors of the unmanned aerial vehicle are fixed at the wing tips of the canard wings and can independently tilt by certain angles along with the canard wings, and another motor and rotor of the unmanned aerial vehicle are installed in the V tail and can tilt by certain angles around a rotating shaft. When the rotating shafts of the thee rotors of the unmanned aerial vehicle tilt to a position near a Z axis, the unmanned aerial vehicle can fly like the helicopter; and when the thee rotors tilt to a position near an X axis, the unmanned aerial vehicle can fly like the fixed-wing aircraft. Through simultaneous control of the thrust and directions of the thee rotors, the reaction torque of the rotors is overcome and the posture of the unmanned aerial vehicle is controlled. The unmanned aerial vehicle provided by the invention can take off and land in a limited place or runway to execute special tasks and is improved in flight speed, duration of flight and payload.
Owner:AVIC GUIZHOU AIRPLANE

Tall V/STOL aircraft

A vertical or short takeoff and landing (V/STOL) airplane is described having a vertical form factor. Making the airplane tall has many advantages when operating in hover mode close to the ground. Several variations of the design are described. The preferred embodiment consists of two tall fuselage2 structures having an airfoil shape in plan view. As high above the ground as practical a “lift wing” spans the space between these fuselages. This wing may be equipped with lift augmentation systems to facilitate V/STOL flight. In the center of the span on the leading edge of the lift wing is placed a turboprop engine. Alternatively, the wing and attached engine can be made to tilt about a horizontal axis. For takeoff the wing will be tilted skyward. A second wing slightly below and behind the lift wing has a pusher engine located on the trailing edge. This lower wing and engine is also able to tilt about a horizontal axis parallel to the lift wing. During takeoff this lower engine is pointed downward toward the ground. This lower wing contains aerodynamic control surfaces to provide attitude and position control. Subsequent to liftoff the wings and engines tilt into a horizontal position to provide cruise lift and thrust. At the end of the flight the wings and attached engines are tilted back to provide vertical lift for hover, maneuvering, and soft landing.
2 “Fuselage” is used here even though it substantially differs from the conventional fuselage (and its French origins meaning, “spindle shaped”) since in plan view it is an airfoil shape of large thickness. It will be used here for lack of a better word. Think of fuselage as meaning “where the pilot, passengers and cargo are located”.
Owner:ALLEN NORMAN CARTER

Steel column and beam structure with corrugated steel web and special welding device thereof

The invention relates to a steel column and beam structure used in the building and a welding device thereof, particularly discloses a steel column and beam structure with a corrugated steel web and a special welding device thereof. The steel column and beam structure comprises an upper wing plate, a lower wing plate and a web plate arranged between the upper wing plate and the lower wing plate, wherein the upper wing plate and the lower wing plate are made of plates with the thickness of 4-30mm, the web plate is a corrugated steel web plate with the thickness of 4-10mm, and the surfaces of the upper wing plate, the lower wing plate and the web plate are prepared with 50-500Mu m of roughness; the welding device of the steel column and beam structure with the corrugated steel web comprises a welding tractor and a welding gun arranged on the welding tractor, wherein tool sliding bars which are symmetrical are arranged on the welding tractor, a magnetic adsorption piece is arranged at the bottom of the welding tractor, four driving wheels are symmetrically arranged at two sides of the magnetic adsorption piece, and a track positioning retainer is arranged in a bracket at the middle part of the welding tractor. The middle web plate adopts the corrugated steel web plate, the steel beam and column with the corrugated steel web is welded by using the special welding device, therefore, the invention has the advantages of light weight and strong earthquake resistance.
Owner:ZHEJIANG CTB WAVEFORM STEEL WEB
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