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34results about How to "Reduce vibration speed" patented technology

Tunnel millisecond blasting method

ActiveCN107764144AReduce the blast velocityReduced blasting noise and vibrationBlastingEngineeringStructural engineering
The invention discloses a tunnel millisecond blasting method. The method comprises the following steps of 1, distributing of blast holes, the number of the blast holes and the blasting parameters of the blast holes are designed, wherein the blasting parameters of the blast holes comprise hole diameters, hole distances, resistance lines and depth of a periphery hole, an reliever hole and a cut hole; 2, the blast holes are drilled in a tunnel boring face to be blasted; 3, explosive loading is carried out on the blast holes drilled in the tunnel boring face; 4, blocking and compacting is carriedout on the blast holes filled with explosive; 5, time delay setting is carried out on digital electronic detonators in all the blast holes; and 6, after the time delay setting is finished, wire connecting is carried out, and sequential detonation is conducted after determining that no errors exist. Compared with an existing millisecond blasting technology which is complex in blasting mechanism anddoes not have explicit theory and practice supports, the tunnel millisecond blasting method has the advantages that the different cut blasting methods are adopted for different surrounding rocks andfield conditions, so that the purposes of improving blasting efficiency, reducing the vibration speed and saving financial resources are achieved.
Owner:北京住总集团有限责任公司 +1

Tunnel excavation water pressure blasting construction method

The invention discloses a tunnel excavation water pressure blasting construction method. The tunnel excavation water pressure blasting construction method comprises the following steps of (1) arranging a trolley in place and conducting danger elimination; (2) measuring, distributing and drilling holes; (3) installing explosives, water bags and stemming, wherein the peripheral holes are excavated on the arc edge of the tunnel face of a tunnel, and the explosives, the water bags and stemming are installed in the following manners of air spacing, decoupling charge and the explosive quantity at hole bottoms more than that of other parts; cut holes are drilled in an inclined mode, and the included angle between the cut holes and the excavation face is 65 degrees-75 degrees; the continuous coupling charge method is adopted for loosening holes, relief holes, inner ring holes and bottom plate holes, blasting caps are buried into hole bottom cartridges, and energy gathering holes face orifices;the water bags are arranged at the hole bottoms of shot holes, and the water bags are arranged again after completion of explosive charging, and the holes are blocked through the stemming; (4) detonating a detonating network; (5) conducting after-detonation check and misfire processing; and (6) withdrawing the explosives to the warehouse. Through the tunnel excavation water pressure blasting construction method, the energy of explosives can be made full use of, environmental pollution can be reduced, and the cost can be saved.
Owner:GUANGXI ROAD & BRIDGE ENG GRP CO LTD

Design method for rear drive axle of micro-surface automobile with low noise

The invention discloses a design method for the rear drive axle of a micro-surface automobile with low noise, wherein 80 vibration measuring points are uniformly arranged on the shell of the rear axle; each vibration measuring point is provided with a vibration sensor which is forcefully beaten at the right upper part of the main reduction part of the rear axle to apply excitation; the vibration data of each vibration measuring point are obtained by utilizing the vibration sensors; the transfer functions between the vibration response and knocking force signals of each vibration measuring point are solved, thereby obtaining the total transfer functions of the rear drive axle; the modal fitting and the mass unification are carried out by utilizing the total transfer functions and combiningthe structural model of the rear drive axle, thereby identifying the modal parameters of the rear drive axle; the sensitivity data of the natural frequency of each vibration measuring point on rigidness corresponding to the selected order are drawn by utilizing a test modal analysis technique; and a welding metal block with the multiple vibration measuring points is selected according to the sensitivity curve, thereby finishing the noise reduction optimization of the rear drive axle. The design method disclosed by the invention can solve the problem that the vibration noise of the rear drive axle of the micro-surface automobile is overlarge to influence the NVH (noise, vibration and harshness) of the automobile.
Owner:BEIJING INSTITUTE OF TECHNOLOGYGY +2

Sewage pump

The invention discloses a sewage pump in the field of sewage pumps, which comprises a pump body, the outer wall of the pump body is fixedly connected with a sewage outlet, the outer surface of the lower end of the pump body is fixedly connected with a chassis, the outer surface of one end of the sewage outlet is fixedly connected with a filtering fixing mechanism, and the outer surface of one end of the chassis is fixedly connected with a damping mechanism. The filtering fixing mechanism comprises a pipeline connecting ring, a first arc-shaped ring, a second arc-shaped ring, a connecting opening, a first filter screen, a second filter screen, a first spring and a fixing assembly, wherein the first arc-shaped ring and the second arc-shaped ring are located on the outer wall of the pipeline connecting ring, and the connecting opening is located in the middle of the pipeline connecting ring; the first filter screen and the second filter screen are located on the inner wall of the connecting opening. The pipeline is stably connected with the sewage outlet, installation and fixation are not limited, and impurities in sewage can be filtered, so that the pipeline is prevented from being blocked, and the drainage efficiency is improved; according to the arrangement, the damping performance is good, large noise cannot be generated, and shaking is not prone to occurring.
Owner:YANGZHOU HONGYUE MECHANICAL CO LTD

Method for preventing vibration of smooth blasting in tunnel

The invention relates to a method for preventing vibration of smooth blasting in a tunnel. The method comprises the following step of drilling a plurality of shock absorbing holes and a plurality of shock absorbing grooves in a spaced manner in a smooth blasting area in the tunnel, wherein each shock absorbing hole is located between twoadjacent peripheral holes and each shock absorbing groove islocated between two adjacentperipheral holes; furthermore, the shock absorbing holes are formed in the sides, far away from the earth surface, of the peripheral holes, the connecting distance betweeneverytwo adjacent peripheral holes is L, the vertical distance of connecting lines between the shock absorbing hole and the two corresponding adjacentperipheral holes is S which is equal to 0.4L; andeach shock absorbing holeis located inthe midperpendicular of a connecting line of the two corresponding peripheral holes. According to the method, construction on the earth surface is avoided and theshock absorbing effect is good. By forming the shock absorbing holes and the shock absorbing grooves in a spaced fit manner, part of energy generated byexplosive after exploding is absorbed by the shock absorbing holes and the shock absorbing grooves in peripheral hole blasting, so that the upward propagated energy can be reduced, and vibration and damage tothe earth surface are reduced.
Owner:BEIJING INSTITUTE OF TECHNOLOGYGY

Ship mainframe cross brace reinforcement structure and ship

The invention provides a ship mainframe cross brace reinforcement structure and a ship, and relates to the technical field of ship construction. The ship mainframe cross brace reinforcement structureand the ship are designed to solve the problems that existing ship mainframe cross brace reinforcement structures cannot effectively enhance the transverse rigidity of joints of cross braces, correspondingly mainframe vibration cannot be effectively suppressed, and the layout of pipelines and passing of crews are inconvenient. The ship mainframe cross brace reinforcement structure is fixed to cross braces, a longitudinal passage is formed between the ship mainframe cross brace reinforcement structure and a longitudinal bulkhead, the ship mainframe cross brace reinforcement structure includes partial longitudinal bulkheads, and the partial longitudinal bulkheads are fixed to the main structure of the ship. The ship includes a ship body and the ship mainframe cross brace reinforcement structure. According to the ship mainframe cross brace reinforcement structure and the ship, the transverse rigidity of joints of the cross braces can be enhanced, and the technical problems that layout ofthe pipelines and passing of the crews are inconvenient are solved while the vibration of a mainframe is effectively suppressed.
Owner:SHANGHAI MERCHANT SHIP DESIGN & RES INST

Vibration absorbing method for cut presplitting blasting

InactiveCN102927867BReduce vibration speedReduce the maximum blasting vibration velocityBlastingDetonatorEmulsion explosive
The invention relates to a vibration absorbing method for cut presplitting blasting, which comprises the steps that blasting tunneling is performed on a face of a subway tunnel; a gadder is used to drill blastholes including presplitting blastholes, cutholes, assistance holes, periphery holes and bottom plate holes; the presplitting blastholes are a group of transversely arranged blastholes that are located 500mm-600mm above the cutholes; the presplitting blastholes adopt mixed connected kerf cartridges for explosive loading; the cutholes, the assistance holes, the periphery holes and the bottom plate holes adopt common emulsion explosive loading, and adopt millisecond nonel detonators; and the presplitting blastholes, the cutholes, the assistance holes, the periphery holes and the bottom plate holes are initiated in sequence. The vibration absorbing method has the benefits that as a presplitting surface and a presplitting crushed zone are formed above the cutholes, the vibration is reduced and absorbed in transmission paths, the vibration velocity caused by the cut blasting is reduced obviously, and blasting vibration can be controlled effectively. Compared with the traditional smooth blasting, the maximum blasting vibration velocity can be reduced by 30%, and effects on protected heritages along a line are reduced.
Owner:CHINA UNIV OF MINING & TECH (BEIJING)

A method for vibration protection of smooth surface blasting in tunnel

The invention relates to a method for preventing vibration of smooth blasting in a tunnel. The method comprises the following step of drilling a plurality of shock absorbing holes and a plurality of shock absorbing grooves in a spaced manner in a smooth blasting area in the tunnel, wherein each shock absorbing hole is located between twoadjacent peripheral holes and each shock absorbing groove islocated between two adjacentperipheral holes; furthermore, the shock absorbing holes are formed in the sides, far away from the earth surface, of the peripheral holes, the connecting distance betweeneverytwo adjacent peripheral holes is L, the vertical distance of connecting lines between the shock absorbing hole and the two corresponding adjacentperipheral holes is S which is equal to 0.4L; andeach shock absorbing holeis located inthe midperpendicular of a connecting line of the two corresponding peripheral holes. According to the method, construction on the earth surface is avoided and theshock absorbing effect is good. By forming the shock absorbing holes and the shock absorbing grooves in a spaced fit manner, part of energy generated byexplosive after exploding is absorbed by the shock absorbing holes and the shock absorbing grooves in peripheral hole blasting, so that the upward propagated energy can be reduced, and vibration and damage tothe earth surface are reduced.
Owner:BEIJING INSTITUTE OF TECHNOLOGYGY

Shock-absorbing method of ring-shaped layered blasting for shallow-buried large-section tunnel passing through existing buildings

The invention discloses an annular layering blasting shock absorption method for a shallowly-buried large-section tunnel to pass underneath an existing building. Steel pipes with the separation distance of 40 cm and the diameter of 108 mm are arranged in an arch portion of the tunnel within the range of 120 degrees to 150 degrees in a driving mode, the length of the steel pipes are controlled to be 10 m to 30 m, and the angle of the steel pipes should not be larger than 3 degrees to 5 degrees; a small guide pipe with the separation distance of 40 cm and the diameter of 42 mm is arranged between every two large pipe sheds in a driving mode, the length of the small guide pipes is controlled to be 3 m to 5 m, and the angle of the small guide pipes should not be larger than 3 degrees to 5 degrees; grouting of the large pipe sheds and the small guide pipes is carried out after the tunnel passes the segment smoothly in an excavation mode; an upper step of the tunnel is transversely grooved in a wedged mode; annular layering blasting excavation is carried out on cut spreader holes, and detonators on different levels are used for blasting in different areas; auxiliary holes and peripheral holes in the upper step of the tunnel are also excavated through annular layering and segmented blasting; a middle step and a lower step of the tunnel are blasted and excavated vertically along with layers and segments. According to the annular layering blasting shock absorption method for the shallowly-buried large-section tunnel to pass underneath the existing building, harm caused by tunnel blasting can be effectively reduced.
Owner:XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY

A construction method for reducing blasthole control over and under-excavation in an inclined flat-curve tunnel

The invention discloses a construction method for reducing blasting and under-excavation in an inclined flat-curve tunnel. The method includes: designing a construction method, optimizing a tunnel excavation contour; , Peripheral long eye and peripheral short eye, the undercut eye is symmetrically spaced on both sides of the tunnel centerline, the undercut eye is arranged on the outside of the undercut eye, and the undercut eye and the undercut eye are arranged at intervals; the peripheral long eye and the peripheral The short eyes are evenly spaced along the tunnel excavation outline and located inside the tunnel excavation outline, and the peripheral short eye is arranged on the tunnel face between the peripheral long eye and the reaming eye. The beneficial effects of the present invention are as follows: the blasthole construction method of the present invention comprehensively considers the influence of factors such as the tunnel inclination angle and the side wall of the flat-curve tunnel, and proposes a peripheral hole arrangement form pertinently, which is consistent with the existing universality. Compared with the method of blasting holes in the tunnel, the amount of over- and under-excavation is reduced.
Owner:CHINA CONSTR RAILWAY INVESTMENT & CONSTR GRP CO LTD +1

A tunnel differential control blasting method

The invention discloses a tunnel millisecond blasting method. The method comprises the following steps of 1, distributing of blast holes, the number of the blast holes and the blasting parameters of the blast holes are designed, wherein the blasting parameters of the blast holes comprise hole diameters, hole distances, resistance lines and depth of a periphery hole, an reliever hole and a cut hole; 2, the blast holes are drilled in a tunnel boring face to be blasted; 3, explosive loading is carried out on the blast holes drilled in the tunnel boring face; 4, blocking and compacting is carriedout on the blast holes filled with explosive; 5, time delay setting is carried out on digital electronic detonators in all the blast holes; and 6, after the time delay setting is finished, wire connecting is carried out, and sequential detonation is conducted after determining that no errors exist. Compared with an existing millisecond blasting technology which is complex in blasting mechanism anddoes not have explicit theory and practice supports, the tunnel millisecond blasting method has the advantages that the different cut blasting methods are adopted for different surrounding rocks andfield conditions, so that the purposes of improving blasting efficiency, reducing the vibration speed and saving financial resources are achieved.
Owner:北京住总集团有限责任公司 +1

Secondary dynamic balance checking structure and method used for DC motor

The invention discloses a twice correction dynamical balance structure used for a DC electrical motor, comprising an electrical motor body, wherein, first balance weights are additionally installed on a balance bed and a commutator pressure ring at the two ends of an armature of the electrical motor body respectively, and magnet core pressure rings are respectively installed at the two ends of a magnet core; the balance structure also comprises second balance weights are respectively installed on the two magnet core pressure rings, and a plurality of balance weight installation screw holes are installed on the end surfaces of the two magnet core pressure rings so as to install the second balance weights. The method comprises the following steps: the first correction dynamical balance; inserting line and dipping lacquer; and the second correction dynamical balance. In the invention, the dynamical balance is pre-corrected on an armature core which is not inserted with the line, so as tofirst adjust the residual unbalance generated by the same plate difference of a stamped steel and the error caused by manufacturing and processing of a commutator on the magnet core to a certain precision required; the second correction balance is carried out after the line is inserted, thus being conducive to improving the dynamical balance precision of the whole DC electrical motor, and effectively reducing the vibration velocity and the noise of the electrical motor, and improving the performance of the electrical motor.
Owner:SHANGHAI NANYANG ELECTRICAL MACHINERY

A multi-stage small wedge-shaped cutting blasting shock absorption method

ActiveCN105043176BSmall blasting chargeControl blasting vibrationBlastingDetonatorDetonation
The invention discloses a multi-stage small wedge-shaped cutting blasting shock absorbing method, which mainly includes the following steps: A) arranging several blasting sections on the tunnel surface through a laser pointer and controlling the contour lines of each section; B) controlling each blasting section The angle and depth of blast holes on the section, C) purge and clean the cut holes, auxiliary holes, peripheral holes and bottom plate holes that have been drilled, D) put the emulsion explosive and millisecond nonel detonator into the corresponding cut holes, In the auxiliary eye, the peripheral eye and the bottom plate eye, E) connect each detonator, and detonate according to the order of "cutting eye, auxiliary eye, peripheral eye and bottom plate eye" after confirmation; the present invention changes the existing large wedge-shaped cutting It is a multi-stage small wedge-shaped cut. By controlling the angle and depth of the blast hole on each initiation section and filling the increased initiation section with explosives, the condition of the air surface of the next stage of blasting is improved, thereby reducing the effect of blasting clamping; The vibration speed caused by cutting blasting is reduced, and the blasting vibration is effectively controlled.
Owner:CHINA COMM SOUTH ROAD & BRIDGE CO LTD

The reinforced structure of the ship's main engine cross brace and the ship

The invention provides a ship mainframe cross brace reinforcement structure and a ship, and relates to the technical field of ship construction. The ship mainframe cross brace reinforcement structureand the ship are designed to solve the problems that existing ship mainframe cross brace reinforcement structures cannot effectively enhance the transverse rigidity of joints of cross braces, correspondingly mainframe vibration cannot be effectively suppressed, and the layout of pipelines and passing of crews are inconvenient. The ship mainframe cross brace reinforcement structure is fixed to cross braces, a longitudinal passage is formed between the ship mainframe cross brace reinforcement structure and a longitudinal bulkhead, the ship mainframe cross brace reinforcement structure includes partial longitudinal bulkheads, and the partial longitudinal bulkheads are fixed to the main structure of the ship. The ship includes a ship body and the ship mainframe cross brace reinforcement structure. According to the ship mainframe cross brace reinforcement structure and the ship, the transverse rigidity of joints of the cross braces can be enhanced, and the technical problems that layout ofthe pipelines and passing of the crews are inconvenient are solved while the vibration of a mainframe is effectively suppressed.
Owner:SHANGHAI MERCHANT SHIP DESIGN & RES INST

Construction method for reducing blasting vibration of structure close to urban tunnel

PendingCN112539686AReduce vibration speedMeet the requirements of vibration speedBlastingDetonatorArchitectural engineering
The invention discloses a construction method for reducing blasting vibration of a structure close to an urban tunnel. The method comprises the following steps of a, during construction, moving cutting holes downwards to be away from an upper protected structure, arranging double-layer small guide pipes within the range of 4 m in front of and behind an underneath pass section, performing advance support, enabling the length of the small guide pipes to be 4 m, enabling the distance between every two adjacent small guide pipes to be 30 cm, performing construction once every other arch frame, driving locking foot anchor pipes strictly according to the designed depth, adding the locking foot anchor pipes at the arch waist, and effectively welding L-shaped ribs and locking feet; b, dividing anexcavation area at the upper part of the tunnel into a first area and a second area, firstly slotting a hole in the first area at the middle lower part of the step, arranging a blast hole and an electronic detonator detonating line, and carrying out blasting excavation of the first area with the excavation process of 0.5m to 1m to form a pilot tunnel so as to provide a complete free surface for other blast holes; and c, after the construction passes through the adjacent structure, arranging a second-area cutting hole, arranging a blast hole and an electronic detonator detonating line, carryingout blasting excavation of the second area, and finally expanding excavation to a designed contour line.
Owner:中钢集团郑州金属制品研究院股份有限公司 +1
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