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98results about How to "Increase the effective height" patented technology

UV light emitting diode with double doped multi-quantum well structure

ActiveCN107240627AImprove luminous efficiencySlow down or even eliminate tiltSemiconductor devicesElectron holeQuantum well
The invention discloses a UV light emitting diode with double doped multi-quantum well structure, which comprises the following elements arranged from the bottom to the top in a successive manner: an AlN intermediate layer, an un-doped AlGaN buffer layer, an n-type AlGaN layer and a double doped AlxGa1-xN / AlyGa1-yN multi-quantum well passive area, an AlzGa1-zN electron blocking layer with z greater than y and y greater than x, a p-type AIGaN layer and a transparent conductive layer. On the n-type AlGaN layer and the transparent conductive layer are provided with an n-type Ohmic electrode and a p-type Ohmic electrode respectively. The beneficial effects of the present invention are as follows: a compensation electric field in opposite polarized electric field direction can be formed, which, on one hand, reduces or even eliminates the energy band inclination of the quantum well, increases the effective height of the quantum well barrier layer, increases the uniform distribution of carriers especially in the multi-quantum well structure and, on the other hand, increases the overlapping of the electrons in the quantum well with the wave function in space and increases the radiation composite efficiency of the electrons and the electron holes, therefore raising the UV-LED luminance efficiency substantially.
Owner:SOUTHEAST UNIV

Method for reinforcing concrete weak beam

The invention discloses a method for reinforcing a concrete weak beam. The method is characterized in that negative reinforcements are arranged at the upper part of a concrete beam; the diameter of each negative reinforcement is 22-25 mm; two main reinforcements are arranged at the lower part of the concrete beam; the diameter of each main reinforcement is 22-25 mm; a groove is formed in the lower part of the concrete beam; the groove is 50-60 mm in depth and 70-80 mm in width and length; steel reinforcement horse-shaped stools are anchored into the groove; the groove is filled with high-strength epoxy resin mortar; the diameter of each steel reinforcement horse-shaped stool is 28 mm; the steel reinforcement horse-shaped stools are welded with stirrups; the space between the steel reinforcement horse-shaped stools is 500-550 mm; a reinforcement body is arranged at the lower part of the concrete beam; the reinforcement body adopts expanded concrete; a steel supporting plate is arranged at the lower part of the reinforcement body; a steel cover plate is arranged at the upper part of the concrete beam; the steel cover plate is connected with the steel supporting plate by prestressed supporting rods; sprayed concrete is arranged at the peripheries of the steel supporting plate and the prestressed supporting rods after prestress tension; and the sprayed concrete is 30-40 mm in thickness and C30 in strength.
Owner:浙江嘉苑园艺景观有限公司

Overlapped floor

ActiveCN105040878AReduce dosageReduce thermal bridge effectsFloorsFloor slabThermal bridge
The invention discloses an overlapped floor which comprises a plurality of prefabricated reinforced concrete panels and T beam plates. At least one panel is spliced between every two adjacent T beam plates, and the prefabricated reinforced concrete panels and the T beam plates form the integral overlapped floor through post-poured reinforced concrete overlapped layers. According to the overlapped floor, due to the prestress technology and a bidirectional dense rib sandwiching structure form, the use amount of concrete is reduced, dead load is reduced, cost is reduced, and the rigidity and the bearing force of the overlapped floor are improved. Longitudinal rib belts and transverse rib belts are poured through lightweight aggregate structure heat insulation concrete so that the thermal bridge influences on the longitudinal rib belts and the transverse rib belts can be reduced, and meanwhile light filling blocks are matched for improving the heat insulation capability of the overlapped floor. When the overlapped floor is used, the T beam plates and the panels are arranged on a pre-pouring frame beam, and then the integral overlapped floor is formed after post-pouring of the reinforced concrete overlapped layers. The dead load is not increased, the bearing force is ensured, the shearing resisting capability of connecting points is ensured, and meanwhile heat preservation and heat insulation can be achieved; under the premise that the integrity and safety of the overlapped floor are ensured, the construction cost is reduced, and construction is simplified.
Owner:HUNAN DONGFANGHONG CONSTR GRP

Coal mine tunnel initating machine

The invention discloses an excavator of laneways in a coal mine. The excavator is provided with a large arm and a small arm, wherein, the tail end of the large arm is hinged with the bottom end of a bracket; the rear part of the large arm is provided with a first hydraulic cylinder and a second hydraulic cylinder which are used for controlling the pitch of the large arm; the front part of the large arm is provided with a third hydraulic cylinder and a fourth hydraulic cylinder which are used for pushing and pulling the small arm to move up and down; a drive device consists of an explosion-proof motor and a reducer; a first guide shaft is connected with the output end of the reducer through a first universal coupling; a first guide shaft housing is connected with a second guide shaft housing through a second universal coupling; a second guide shaft is connected with a third universal coupling which is connected with a fourth universal coupling; the fourth universal coupling is connected with the upper end of a transmission shaft arranged in an inner cavity of the small arm; the lower end of the transmission shaft is fixed with a crush head. The invention integrates breaking and coal raking, and is specially used for the excavation of laneways of the coal mine; the invention can also be used in the coal mines with complex geological conditions or unstable coal layers.
Owner:牛保敏

Green and efficient incineration method for hazardous waste in rotary kiln based on oxygen enriched air supply in secondary combustion chamber

The invention discloses a green and efficient incineration method for hazardous waste in a rotary kiln based on oxygen enriched air supply in a secondary combustion chamber. The method comprises the steps of (1) adding solid waste, liquid waste and a first combustion-supporting gas to the rotary kiln for performing treatment; (2) feeding the waste and the liquid waste which are treated by means ofthe rotary kiln and a second combustion-supporting gas into a secondary combustion chamber for performing combusting treatment; and (3) exhausting the gas which is obtained after the combustion in the secondary combustion chamber, wherein the second combustion-supporting gas is formed by mixing air and an oxygen enriched gas; the incineration temperature in the secondary combustion chamber is risen to 1,100 to 1,200 DEG C; the oxygen concentration of the second combustion-supporting gas is 23 to 28 percent; the oxygen content of a combustion environment in the secondary combustion chamber isimproved, and a technical means of the preheating is effectively utilized, which are beneficial to removing nitrogen oxides from flue gas in a waste heat utilization system under the condition of ensuring complete decomposition of the harmful substances, such as dioxin; the production and emission of secondary environment pollution substances in an incineration processing process are avoided or remarkably reduced; and efficient and green treatment of maximum reduction of the hazardous waste is realized.
Owner:NANJING UNIV OF AERONAUTICS & ASTRONAUTICS +1

Floor-supporting structure of building

A sleeper beam (5) as a supporting member of a floor plate (7) of a floor structure body (Fr) in a floor-supporting structure of a building is installed with a gap (D1) provided between the beam (5) and a floor slab (Sf). Both ends of the beam (5) are arranged with a gap (D2) provided between each end and vertical building-frame walls (2), and the beam (5) is supported by the building-frame walls (2) with elastic bodies in between. A vibration-absorbing device (T) is interposed between the floor slab (Sf) and an intermediate portion of the beam (5). When the beam (5) receives a downward shock load, the vibration-absorbing device (T) prevents the load from being transmitted to the floor slab and minimizes vertical vibration of the beam. This enables, in a building with a concrete building-frame structure, a floor structure body on a floor slab to be supported by vertical building-frame walls of the concrete building frame with the floor structure body isolated from the floor slab. As a result, vibration and noise occur in the floor structure body are scattered and propagated in the vertical building-frame walls to improve noise isolation characteristics. Further, the floor structure body is more stably supported and vertical vibration of the floor structure body can be effectively minimized and damped so that living comfort is enhanced.
Owner:IIDA KENCHIKU SEKKEI JIMUSHO

Three-section hydraulic telescopic sleeved headframe

The invention relates to the field of drilling of petroleum and natural gas, in particular to a three-section hydraulic telescopic sleeved headframe. The three-section hydraulic telescopic sleeved headframe adopts the structure of a K-shaped front opening; a plurality of oil cylinders for transformation of various working states of the headframe are mounted on the headframe; a racking platform is mounted in front of the headframe; oil cylinder centering devices are mounted at the back and on the side surface of the headframe; the three-section hydraulic telescopic sleeved headframe is characterized by being divided into three sections, namely an upper headframe section, a middle headframe section and a lower headframe section; the upper headframe section is matched with the inner wall of the middle headframe section; the middle headframe section is matched with the inner wall of the lower headframe section; a bearing device capable of enabling the headframe to keep the stretching state and performing remote control is mounted on the headframe; all the oil cylinders on the headframe can be in remote control; According to the invention, the provided three-section hydraulic telescopic sleeved headframe is more intelligent, meets requirements of more working conditions, is convenient for transportation and placement, and scientific and stable in structure, and improves the efficiency of drilling operation.
Owner:SICHUAN HONGHUA PETROLEUM EQUIP

Hung interlayer structure and construction method thereof

The invention discloses a hung interlayer structure and a construction method thereof. The hung interlayer structure comprises an upper layer structure component, a hung fitting and an interlayer floor. The upper end of the hung fitting is connected with the upper layer structure component through an upper connecting device. The lower end of the hung fitting is fixedly connected with the interlayer floor in a hung mode through a lower connecting deice. A hole matched with the contour of a frame column, makes the frame column penetrate through the interlayer floor and keeps the frame column and the interlayer floor separated is reserved in the interlayer floor. A gap between the hole and the frame column is filled with a buffer material. The construction method includes the steps of determining the interlayer scheme and the interlayer load, manufacturing the upper connecting device and the hung fitting, reserving the hole in the interlayer floor, connecting the hung fitting with the interlayer floor, filling the gap between the interlayer floor and the frame column with the buffer material and the like. By means of the hung interlayer structure and the construction method, the structure design is simplified, design difficulty is lowered, the disadvantageous anti-seismic factors caused by sudden changes of rigidity and bearing capacity of the upper floor and the lower floor are avoided, cost is reduced, and work efficiency is improved.
Owner:CHINA AVIATION PLANNING & DESIGN INST GRP

Pre-stress constraint concrete structure and manufacture method thereof

The invention discloses a pre-stress constraint concrete structure and a manufacture method thereof. When the four categories of concrete structures of a concrete frame structure, a concrete frame-tube structure, a concrete frame-shear structure or a concrete truss-tube structure is manufactured, pre-stress ribs which are in parallel with axle lines of main beams are arranged in all main beams, thus each pre-stress rib is enabled to penetrate through all the main beams in the same axle line on the same plane, meanwhile constraint reinforced ribs are configured in the main beams, so that the main beams are enabled to form constraint beams, when the concrete strength of the poured main beams in a same layer reaches designed strength, the pre-stress ribs of all the main ribs in the same layer are subjected to tensioning and anchoring, the pre-stress ribs are all enabled to be in a tensioning state, the main beams on all different horizontal surfaces of the concrete structure are manufactured according to the method, and the pre-stress constraint concrete structure is manufactured and obtained. The pre-stress constraint concrete structure has the advantages of high bearing force in an overall structure, excellent rigidity, remarkable performance of seismic resistance, a small component cross section and lower constructional cost.
Owner:GUIZHOU UNIV
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