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50results about How to "The stress state is reasonable" patented technology

High-load and high-precision pneumatic force measurement device and measurement method

The invention discloses a high-load and high-precision pneumatic force measurement device and a measurement method. An internal balance tail-supported aerial vehicle model is adopted to execute pneumatic force test in the prior art, and rising force of an aerial vehicle perpendicularly works on a cantilever type tail rod, so that the model severely shakes during the test. The high-load and high-precision pneumatic force measurement device comprises a balance and a supporting rod, wherein the balance adopts an internal balance and is connected with a balance sleeve; the supporting rod is connected with an incidence angle sliding rail mechanism, a side sliding angle mechanism connected with the incidence angle sliding rail mechanism, and a mechanism control and data acquisition device; the supporting rod is adopted to be connected with the balance and support the model; the internal balance is adopted to measure the pneumatic force of the aerial vehicle model; the balance is externally connected with a sleeve structure and is also connected with a data acquisition device; the data acquisition system obtains the pneumatic force on the model and is connected with automatic control equipment; therefore, the pneumatic force on the model can be obtained. The high-load and high-precision pneumatic force measurement device and the measurement method are used for measurement in a pressurized high-density and low-speed wind tunnel.
Owner:中国航空工业集团公司哈尔滨空气动力研究所

Method for assembling tower by post-assembly rocker arm holding pole technology

The invention relates to a method for assembling a tower by post-assembly rocker arm holding pole technology. The method comprises the following steps that: firstly, a main holding pole serving as aninner suspended outer-guy holding pole slice hoists each segment of a tower body; a rocker-arm seat section is arranged above the main holding pole in advance; and after the tower body is hoisted, twosubsidiary rocker arms with preset lengths are symmetrically arranged on the tower body, and are arranged only in an assembly mode without adjusting so as to hoist a top frame and a cross arm of an iron tower. The length and rising argument of the rocker arm are determined according to the center of gravity of a hoisted piece, which means that the length and rising argument of the rocker arm aredetermined according to in-position radius of ground supports and the cross arm; after the two rocker arms are symmetrically arranged, and when a left arm hoists the ground support and the cross arm,the left arm is anchored to a ground anchor by utilizing a right arm hoisting slip rope for balance measure; and after the left ground support and the cross arm are hoisted, the hoisting slip rope isnot removed and served as a balanced anchoring point for hoisting a right side support and the cross arm, and then the hoisting is completed in turn. The method can be widely applied to the hoisting of an extra-high voltage 1000 kV alternating current dual loop and a +/-800 kV direct-current power transmission iron tower which have heave unit weight, large in-position radius and large installationdifficulty and have complex structures, such as long cross arms, ground supports and the like.
Owner:国网黑龙江省送变电工程有限公司

Preloading water tank and technology of huge open-frame girder steel tube full support

The invention relates to the technical field of building construction, and discloses a water tank preloading technology of a huge open-frame girder steel tube full support. The water tank preloading technology includes the following operation processes of full support erection, preloading area selection, preloading load determination, water tank erection, monitoring point arrangement, monitoring instrument setting, water storage gradation loading, preloading monitoring, settlement stabilization, drainage and unloading, support template adjustment and next procedure executing. By using simple equipment which is always available at the site and self-configuring a water tank, the flexibility, simpleness and convenience are achieved, the working efficiency is high, and compared with a traditional preloading method, the construction period can be shortened by 1/3 or above; and the processing cost is low, operation is easy and convenient, the cost is saved, compared with adopting a precast reinforced concrete block preloading method, the investment can be saved by 70-80%, compared with sandbag stacking preloading, the investment is saved by 30-40%, and compared with site reinforced material preloading, the investment can be saved by 20-30%, and the preloading method has the advantages of less construction equipment, high construction efficiency, local material using, easy manufacturing, environment-friendly construction, reasonable actual stress state in the simulated pouring process, and the like.
Owner:贵州建工集团第二建筑工程有限责任公司

Vibration reduction and deformation self-regulation composite track structure for high railway bridge transition section in alpine region

The invention discloses a vibration reduction and deformation self-regulation composite track structure for a high railway bridge transition section in an alpine region, and belongs to the technical field of road bridge engineering. A track is connected with a track plate, a concrete bottom plate is arranged at the lower end of the track plate, a track plate groove is formed in the lower surface of the track plate, the top face of the track plate groove is an arc face and is provided with an in-plate anti-vibration pad, a force transmission plate groove corresponding to the track plate groove is formed in the upper surface of the concrete bottom plate, a jacking mechanism groove is formed in the bottom face of the force transmission plate groove, a vibration reduction mechanism is arranged between the track plate and the concrete bottom plate, the upper end of the vibration reduction mechanism makes contact with the in-plate anti-vibration pad, the lower end of the vibration reduction mechanism is connected with a hydraulic automatic jacking mechanism, and the hydraulic automatic jacking mechanism is arranged in the jacking mechanism groove. According to the invention, the smoothness of the track structure is ensured, the structural vibration and environmental noise of the transition section are reduced, the safety and comfort of a train running to the transition section are improved, and a method for adjusting the smoothness of the track is simple, high in adaptability, large in adjusting range and convenient to apply and popularize.
Owner:HARBIN INST OF TECH

Method for first-beam-later-pier construction of pier top section of cable-stayed bridge auxiliary pier

The invention relates to the technical field of bridge construction and specifically relates to a method for first-beam-later-pier construction of a pier top section of a cable-stayed bridge auxiliary pier. The auxiliary pier body is constructed for twice; the auxiliary pier body section is constructed at the first time; front pivot travelling basket waking space is preserved; and when a beam body on the auxiliary pier body section is poured, and the front pivot travelling basket passes the space on the auxiliary pier, the auxiliary pier top section will be constructed for the second time. The second construction of the auxiliary pier top section is characterized in that after the pier top section construction, the beam body on the pier top section will be anchored and locked on the pier top section; then, a pier top support is installed between the pier top section and the beam body; and after side-span folding, anchoring and locking of the beam body by the pier top section will be released. According to the invention, a support is installed easily with high installation efficiency; the elevation of the support can be adjusted accurately according to anchoring and locking relations, so that accuracy of support installation is increased; damage of pier body concrete is avoided; and stability of the whole bridge structure is enhanced.
Owner:CCCC SECOND HARBOR ENG +1

Knob device

The invention provides a knob device. The knob device comprises a knob, a wheel bin, a line wheel, a base and a shoelace, wherein the base is sewn on the side surface of an upper or a tongue; a buttonposition is arranged on the inner circumferential edge of the knob; a plurality of square holes are formed in the circumferential edge of the wheel bin; a plurality of rope penetrating holes I are formed in the lower part of the outer circle of the wheel bin; a line groove is formed in the middle of the line wheel; a plurality of rope penetrating holes are formed in the line wheel; a counter borestructure is arranged in the center of the bottom of the line wheel; the knob device further comprises a gear ring; clamping teeth capable of preventing the gear ring from rotating are arranged on the gear ring; and a blocking mechanism corresponding to the clamping teeth arranged on the gear ring is arranged on the wheel bin. The knob device is better in reliability; when a pawl arm on the wheelbin is stressed reversely, the pawl arm deforms towards the centrifugal direction, pawl teeth and ratchets on the pawl arm are tightly attached together, circumferential teeth and ratchet teeth on the pawl arm are tightly attached together, and the stress states of the pawl arm, the ratchets, the circumferential teeth and the ratchet teeth are very ideal, so that the structure is higher in reliability when stressed reversely.
Owner:李付德

Real-time variable-pitch wind wheel and vertical-axis wind turbine

The invention provides a real-time variable-pitch wind wheel which comprises a wind wheel bracket, wind propellers and wind propeller rotating shafts. At least three wind propellers are arranged on the wind wheel bracket circumferentially. Each wind propeller is rotationally connected with the wind wheel bracket through the corresponding wind propeller rotating shaft. The real-time variable-pitchwind wheel further comprises a driving device which drives the wind propellers to rotate by driving the wind propeller rotating shafts, a sensing device which is used for sensing the wind environmentand the rotation condition of the real-time variable-pitch wind wheel, and a controller which is electrically connected with the sensing device and the driving device. The controller controls the driving device to operate according to parameters detected by the sensing device. The windward area of the wind propeller on the windward semi-circumference is larger than the headwind area of the wind propeller on the headwind semi-circumference through driving of the driving device. The invention also provides a vertical-axis wind turbine. The real-time variable-pitch wind wheel and the vertical-axis wind turbine have relatively high wind energy utilization rate and conversion rate, and the stress conditions of components of the wind propellers and the wind wheel bracket, which are split, are more reasonable.
Owner:王伟民

Frame type isolation protection system and construction method thereof

The invention discloses a frame type isolation protection system and a construction method thereof. The frame type isolation protection system comprises two rows of precast piles, and the two rows of precast piles are vertically arranged on the two sides of an excavated tunnel respectively. Every two of the precast piles in each row are connected through a first cross support, the upper half segments of every two of the precast piles in each column are connected through a second cross support, every two of the precast piles in each column are connected through a tensioning mechanism, and the lower half segments of every two of the precast piles in each column are tensioned. The frame type isolation protection system and the construction method thereof have the beneficial effects that the isolation protection system is formed by the cross supports and the tensioning mechanisms of the precast piles in the two rows and multiple columns to replace a traditional box culvert, the structure is simple, and construction efficiency is high; the stress states of all the parts are reasonable, and disturbance to surrounding buildings is small; and every two precast files are connected through a steel wire rope in the corresponding tensioning mechanism, the position of the steel wire rope between every two precast files is grouted, and soil cross beams are formed at intervals to support the isolation protection system.
Owner:JINAN RAILWAY TRANSPORT GRP CO LTD

Cutting tool with preloaded springs and assembling method thereof

The invention discloses a cutting tool with preloaded springs and an assembling method thereof. The cutting tool comprises a tool body, wherein tool grooves are formed in the tool body, threaded through holes are formed between the outer edge of the tool body and the tool grooves, locking screws are arranged in the threaded through holes, pressing blocks are arranged between the locking screws and blades, a spring groove is formed in the inner side face of each pressing block, the preloaded springs are arranged in the spring grooves, the preloaded springs are each provided with a pressure applying portion which makes contact with the pressed face of a blade in the inserting and withdrawing directions in a smooth transition mode, and in a preloaded state, the pressure applying portions of the preloaded springs are higher than the inner side faces of the pressing blocks and are in contact with the pressed surface of the blade. According to the cutting tool, when the tool is assembled, the blade can enter a preloaded state after being inserted into the tool grooves, the blade can be continuously and smoothly inserted into and withdrawn from the tool grooves, adjustment is easy, the number of parts is small, and it can be guaranteed that the blade is in a reasonable stress state.
Owner:HUNAN ZDCY (ZHONGDA CHUANG YUAN) CNC EQUIP CO LTD

Numerical control production line of U-rib components for bridge beams

The invention provides a numerical control production line of U-rib components for bridge beams. The numerical control production line comprises a feeding conveying device, centering and locating devices, groove cutting guns, pre-heating devices, multi-pass rolling roller units and a discharging conveying device. The multiple centering and locating devices are installed on a rack. Each centering and locating device is formed by a forward and backward screw rod driven by a locating motor and multiple sliding block bases moving on the forward and backward screw rod symmetrically. The groove cutting guns are installed on the centering and locating devices on the feeding conveying device in a pairing manner. Multiple pairs of vertical locating clamping rollers are installed on the respective centering and locating devices. The multi-pass rolling roller units are installed on the rear of the feeding conveying device. The rolling roller unit of each pass is provided with an upper rolling roller and a lower rolling roller. Trapezoidal gaps for workpieces to pass are formed between the upper rolling rollers and the lower rolling rollers. The trapezoidal gaps of the rolling roller units aresequentially closed up along with the advancing direction of the workpieces. The preheating devices are arranged before the rolling roller units. According to the production line, the groove and surface clearing technology and the bent angle bending technology for the U-rib components are combined together for automatic production, the cost is low, the efficiency is high and the quality is excellent.
Owner:红河州新型建筑科技发展有限公司

Tray type retaining wall structure for weakening mutual influence of subgrade

The invention discloses a tray type retaining wall structure for weakening mutual influence of subgrade. The tray type retaining wall comprises a subgrade ballast bed, an existing subgrade body, an existing bottom foundation of subgrade and an existing subgrade slope, wherein a bottom plate is arranged on the bottom surface in the length direction of one side of the existing subgrade slope and a plurality of pile foundations are evenly arranged in the length direction of the lower end of the bottom plate at intervals. The retaining wall is formed by the vertical overlapping and fixed connection between a longitudinal baffle and one end of a horizontal baffle, and the other end of the horizontal baffle and the existing subgrade slope are overlapped. One side, away from the horizontal baffle, of the longitudinal baffle is provided with a newly-built subgrade body, the upper end of the horizontal baffle is provided with a leveling layer between lines, and the left and right sides of the leveling layer between lines are respectively consistent with the newly-built subgrade ballast bed and the existing subgrade ballast bed at the upper ends of the newly-built subgrade body and the existing subgrade body. The tray type retaining wall structure for weakening the mutual influence of the subgrade is high in bearing capacity, higher in earth retaining, broad in application range, convenient to construct, long in service life and better in economic and social benefit.
Owner:辽宁建岳工程技术有限公司

Rubber shock absorber

The invention discloses a rubber shock absorber mainly comprising a metal mounting seat, a stiffening ring, a locating shaft and rubber supports, wherein the rubber supports are made of vulcanized rubber and are respectively arranged between the locating shaft and the stiffening ring and between the stiffening ring and the mounting seat; the three parts, namely the metal mounting seat, the stiffening ring and the locating shaft are all metal parts, the surfaces, which are in contact with rubber, of the three parts are all vulcanized, and the three parts are combined into a whole through the rubber; the mounting seat, the stiffening ring and the locating shaft are not in contact with one another, so that the locating shaft can be elastically connected with the mounting seat; an unthreaded hole or a threaded hole is formed in the center of the locating shaft; and the metal mounting seat and the locating shaft are both designed at a certain angle, and the connecting boundaries of the rubber and metal are in circular arc transition, so that stress concentration caused when the shock absorber works can be reduced. When the rubber shock absorber is fixed through the locating shaft and the mounting seat when being mounted, the formula of a rubber material is optimized, and the effects of shock absorption and noise reduction are effectively taken; and the structure and the stress state are reasonable, the durability of the rubber shock absorber is improved, the service life of the rubber shock absorber is prolonged, and the rubber shock absorber has a relatively high application value.
Owner:青岛澳泰交通设备有限公司

Real-time variable pitch wind rotor and vertical axis wind turbine

The invention provides a real-time variable-pitch wind wheel which comprises a wind wheel bracket, wind propellers and wind propeller rotating shafts. At least three wind propellers are arranged on the wind wheel bracket circumferentially. Each wind propeller is rotationally connected with the wind wheel bracket through the corresponding wind propeller rotating shaft. The real-time variable-pitchwind wheel further comprises a driving device which drives the wind propellers to rotate by driving the wind propeller rotating shafts, a sensing device which is used for sensing the wind environmentand the rotation condition of the real-time variable-pitch wind wheel, and a controller which is electrically connected with the sensing device and the driving device. The controller controls the driving device to operate according to parameters detected by the sensing device. The windward area of the wind propeller on the windward semi-circumference is larger than the headwind area of the wind propeller on the headwind semi-circumference through driving of the driving device. The invention also provides a vertical-axis wind turbine. The real-time variable-pitch wind wheel and the vertical-axis wind turbine have relatively high wind energy utilization rate and conversion rate, and the stress conditions of components of the wind propellers and the wind wheel bracket, which are split, are more reasonable.
Owner:王伟民

beam tank

A beam type tank container comprises a tank and two beam type frames, wherein a sealing head is arranged at one end of the tank; the two beam type frames are symmetrically connected with two ends of the tank; each beam type frame comprises an end part outer frame, an upper supporting piece and a lower supporting frame, the end outer frames are vertically arranged, the top ends of the upper supporting pieces are connected with tops of the inner sides of the end outer frames, and the bottom ends of the lower supporting pieces are connected with bottoms of the inner sides of the end outer frame; the bottom ends of the upper supporting pieces deflect from the vertical direction to the direction of the tank and then are connected to the sealing head; the whole lower supporting pieces are located in the same vertical plane; and the top ends of the lower supporting pieces are connected with the sealing head. The stressing states of the upper supporting pieces of the beam type tank container are more reasonable, and more bearing forces can be conducted to end corner posts, so that the upper supporting pieces can fully achieve functions; tubular structures of the upper supporting piece and the lower supporting piece can improve the flexural rigidity; and compared with the prior art, the length of the upper supporting piece is shortened, and unnecessary reinforcing components are removed, so that more materials can be saved.
Owner:NANTONG CIMC TANK EQUIP CO LTD
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