Patents
Literature
Patsnap Copilot is an intelligent assistant for R&D personnel, combined with Patent DNA, to facilitate innovative research.
Patsnap Copilot

213results about How to "Control flatness" patented technology

Control device of flatness and elevation of cast-in-place concrete ground surface and method for construction

The invention relates to a control device of the flatness and the elevation of a cast-in-place concrete ground surface, which comprises a master groove steel mould, a mater groove steel bracket for fixing the master groove steel mould, and a bracket fixing piece, wherein the master groove steel mould is provided with n groups of module elevation adjusting mechanisms; each group of the module elevation adjusting mechanism comprises a support cushion plate and a set of adjusting bolt which consists of a support screw rod, a fastening cushion ring and an adjusting screw cap; and the support cushion plate is put into a gap between the master groove steel mould and the foundation. The method for controlling the flatness and the elevation of the cast-in-place concrete ground surface with the control device comprises the following steps: installing n groups of the module elevation adjusting mechanisms on the master groove steel mould; measuring the elevation of the top of a supporting and baffling concrete mould, and adjusting the elevation of the supporting and baffling concrete mould with the module elevation adjusting mechanisms; and locking the master groove steel mould to guarantee the flatness and the elevation of the cast-in-place concrete ground surface. The control device has simple structure, convenient construction method, and can effectively control the precision of the flatness and the elevation of the cast-in-place concrete ground surface, wherein n equals to 2-150.
Owner:广西建工第五建筑工程集团有限公司

Construction method for road base concrete side mold

The invention provides a construction method for road base concrete side molds. Construction steps are as follows: 1) laying of a sub-layer; 2) measuring and arranging of sidelines of vertical curbstones; 3) installation of templates; 4) pouring of concrete side molds; 5) laying of a lower base of lime-fly ash stabilized aggregate, an upper base of lime-fly ash stabilized aggregate and a cement stabilized crushed rock layer; 6) laying of vertical curbstone concrete foundation; 7) installation of vertical curbstones on the vertical curbstone concrete foundation; 8) pouring of vertical curbstone reinforced concrete at external sides of vertical curbstones; 9) laying of an asphalt sealing layer, a coarse-grained asphalt layer, a medium-grained asphalt layer and a fine-grained asphalt pavement layer at internal sides of vertical curbstones. When the road base concrete side molds are poured, the sidelines are arranged accurately, a straight degree and top elevation of the road base concrete side molds are strictly controlled, and paving width and thickness of the road bases are effectively controlled. The concrete side molds are used as an elevation control reference surface for pavingof the road bases and installation of vertical curbstones, which enables flatness of the road bases, straightness of the vertical curbstones and a qualified rate of top elevation to be greatly improved.
Owner:JINAN URBAN CONSTR GRP

Electromagnetic wire winding device

The invention relates to the technical field of electric reactors, in particular to an electromagnetic wire winding device for electric reactor winding. The electromagnetic wire winding device comprises an electromagnetic wire coil rack, a rack, a winding clamp, a tension adjusting roller and a controller, wherein the electromagnetic wire coil rack is used for supporting an electromagnetic wire coil; the rack is provided with a driving roller and a tension detector; the winding clamp is used for clamping a winding reel; a gap adjusting mechanism is also arranged at the lower part of the winding clamp; the tension adjustment roller is arranged at the upper part of the rack; a first adjusting air cylinder for adjusting the height of the tension adjusting roller is arranged at the upper part of the rack; and the controller is used for receiving a tension detector signal and controlling the first adjusting air cylinder and the gap adjusting mechanism to act. The tension detector is arranged in the electromagnetic wire winding device and can obtain the winding tension in real time; the controller controls the first adjusting air cylinder to stretch; the first adjusting air cylinder drives the tension adjusting roller to move up and down and to adjust the winding tension; and the gap adjusting mechanism can control the winding distance and the winding flatness, so that the production efficiency is improved.
Owner:JIANGSU LTEC ELECTRIC CO LTD

Steel latticed column homocentric-square-shaped concrete bearing platform combination type tower crane base structure and construction method

InactiveCN103132537AMeet the installation requirementsSolve the problem of early insertion of construction vertical transportationArtificial islandsUnderwater structuresBasementTower crane
The invention discloses a steel latticed column homocentric-square-shaped concrete bearing platform combination type tower crane base structure. The base structure comprises four steel latticed columns vertically distributed in a rectangle. A horizontal diagonal bracing and a vertical diagonal bracing are arranged between the steel latticed columns, the bottoms of the steel latticed columns are inserted in a drilling pouring pile arranged under a base plate of a basement, a concrete structure bearing platform is poured under the base plate of the basement, a homocentric-square-shaped concrete bearing platform is poured at the top of the steel latticed columns, and the bottom of the tower crane is installed on the homocentric-square-shaped concrete bearing platform. Effect of self gravity of the concrete bearing platform on the steel latticed columns is considered, the concrete bearing platform is made to be homocentric-square-shaped to form a steel latticed column homocentric-square-shaped concrete bearing platform combination type tower crane base, tower crane construction safety can be ensured by adopting the base, and the problem of in-advance insertion in deep base pit construction vertical transportation is well resolved. Further, concrete smoothness can be well controlled to meet requirement of the tower crane for installation.
Owner:ZHONGTIAN CONSTR GROUP

Telescopic truss crossbeam and manufacture method thereof

ActiveCN103321152AMeet the installation technical requirementsAvoid errorsTruss-type bridgeBridge erection/assemblyEngineeringLower wing
The invention provides a telescopic truss crossbeam and a manufacture method thereof. The manufacture method comprises the following steps: a crossbeam upper chord and a crossbeam diagonal web member are prefabricated; T-shaped trolley support rail beams and T-shaped crossbeam support rail beam are assembled and welded; a crossbeam lower chord is formed through the assembly and welding of the T-shaped trolley support rail beams, the T-shaped crossbeam support rail beams and a section of web member at the lower parts of the trolley support rail beams; the crossbeam upper chord and the crossbeam lower chord are placed parallelly, and the crossbeam diagonal web member is obliquely welded between the crossbeam upper chord and the crossbeam lower chord, so that a left lateral plate and a right lateral plate are formed; the left lateral plate and the right lateral plate are erected, and an upper-layer horizontal bracing tube and a lower-layer horizontal bracing tube and a middle inclined bracing tube are welded between the left lateral plate and the right lateral plate; crossbeam upper rails are welded on the crossbeam upper chord, crossbeam lower rails are welded on a lower wing plate of the crossbeam lower chord, and trolley rails are mounted on an upper wing plate of the crossbeam lower chord. According to the method, the sidewise bending and flatness of the crossbeam, the new game start of the rail and the like can be controlled in a precision range.
Owner:SHANGHAI ZHENHUA HEAVY IND

Method for controlling straightness of hot-rolling strip steel by changing spraying width of cooling water

The invention discloses a method for controlling straightness of hot-rolling strip steel by changing the spraying width of cooling water, and relates to control equipment or a control method special for a metal rolling machine or a machined product of the metal rolling machine. The method is used for a laminar flow cooling system of a hot rolling line. The method comprises the following steps: according to the width B (unit mm), the edge wave width c (unit mm) and the equipment total cooling width L (unit mm) of a strip steel product, on the basis of a formula that S is equal to L-b+c, a single-side shelter width S is determined, and the spraying width of the cooling water is changed by blocking header nozzles of a corresponding cooling header. According to the method, nozzles on the two sides of the cooling header within a certain range are blocked, and the spraying width of the cooling water is changed; the straightness of the hot-rolling strip steel can be effectively controlled, and the method can adapt to changes of a product width; and the strip shape quality and the product yield are improved. The method is used for transformation of an existing hot rolling line, strip steel transverse temperature uniformity in the cooling process can be effectively improved, meanwhile, a heater or a baffle device can be omitted, and transformation cost of the hot rolling line is saved.
Owner:BAOSHAN IRON & STEEL CO LTD

Laying device and using method thereof

ActiveCN106894640AControl flatnessControl the fullness of gray jointsBuilding material handlingEngineeringScratching
The invention provides a laying device and a using method thereof. The laying device comprises a horizontal mortar joint device and vertical mortar joint devices. The horizontal mortar joint device comprises two oppositely-arranged sliding rails, two first adjusting frames, two first fastening pieces and a mortar scratching plate. The bottoms of the two sliding rails can slide relative to a laying body along the horizontal direction. Sliding grooves are formed in the inner sides of the two sliding rails. The mortar scratching plate can slide in the sliding grooves in the horizontal direction. One sides of the two first adjusting frames are fixedly connected with the two ends of one of the sliding rails in a clamping mode. The two first fastening pieces are arranged in two first positioning grooves in a penetrating mode and fixedly connected with the other sliding rail. The vertical mortar joint devices are arranged on the upper side and the left and right sides of the vertical face of the laying body in a surrounding mode. A mortar filling groove is formed between the inner wall of each vertical mortar joint device and the vertical face of the laying body. The heights of the mortar filing grooves are the standard thicknesses of a vertical mortar joint. The flatness, mortar joint fullness and thickness of the laying body can be effectively controlled to be uniform, technological dependence on an operator is little, and the blank of the field of laying body construction equipment is filled.
Owner:NO 1 CONSTR ENG CO LTD OF CHINA CONSTR THIRD ENG BUREAU CO LTD +1

Adjustable large-area floor steel channel formwork system and construction method thereof

InactiveCN103498555AIncrease stiffnessAvoid lateral inward tippingForms/shuttering/falseworksSurface layerThreaded rod
The invention relates to an adjustable large-area floor steel channel formwork system and a construction method of the adjustable large-area floor steel channel formwork system. The system comprises a steel channel formwork, a supporting frame and a batten side mold, and a plurality of stiffening plates with vertical adjusting slot holes are welded in a groove of the steel channel formwork. The supporting frame is composed of vertical rods, horizontal rods and inclined rods, the upper portions of the vertical rods are connected with horizontal connecting parts which are parallel to the horizontal rods and extend into the groove of the formwork, threaded rods connected to the horizontal connecting parts penetrate through the vertical adjusting slot holes and are connected with the stiffening plates in an adjustable mode through nuts, and the top ends of the vertical rods are welded with transverse formwork stopping parts which are perpendicular to and tightly attached to the outer sides of the stiffening plates. The adjustable large-area floor groove steel formwork system further comprises a demolding threaded rod and a rotary hand shank. The construction method includes formwork installing and formwork removing. The adjustable large-area floor groove steel formwork system solves the technical problems that due to the fact that the formwork is not firmly supported and reinforced in an existing large-area floor formwork system, errors of elevation of concrete poured subsequently and flatness of a surface layer are large, formed large-area floor concrete is poor visually, and use functions are affected.
Owner:CHINA CONSTR SECOND ENG BUREAU LTD

Leveling structure and leveling method for sea fan foundations

The invention relates to a leveling structure and leveling method for sea fan foundations. The leveling structure for the fan foundations comprises two or more than two pipe piles, wherein the pipe piles are fixedly mounted at the bottom of the sea, the pipe piles are connected with the fan foundations, each fan foundation is fixedly connected with a foundation supporting plate, and adjusting cushion blocks are arranged between the foundation supporting plates and the pipe piles. Through the adoption of the leveling structure for the sea fan foundations, each fan foundation is correspondingly inserted into each pipe pile so as to mount and fix each fan foundation. Besides, the adjusting cushion blocks are arranged between the fan foundations and the pipe piles, deviation between the fan foundations and the pipe piles is counteracted by changing the thickness of the adjusting cushion blocks, so that the foundation supporting plates of each fan foundation are ensured to be positioned on the same plane, and better flatness is supplied to sea fans and anemometer towers. As known, the method disclosed by the invention replaces an existing method which uses a hydraulic lifting system to improve the flatness of the fan foundations. Compared with the prior art, the leveling structure disclosed by the invention has the advantages of simpler structure, stronger operability, and higher cost performance.
Owner:CHINA ENERGY ENG GRP GUANGDONG ELECTRIC POWER DESIGN INST CO LTD

Unit curtain wall system with cantilevered glass flank and opening window

The invention relates to a unit curtain wall system with a cantilevered glass flank and an opening window. The system comprises a unit male column, a unit female column, aluminium alloy window frame materials, aluminium alloy window sash materials, an aluminium alloy connecting piece, an aluminium alloy buckle plate, glass protective edges, curtain wall glass, cantilevered glass and an aluminium alloy insert core, wherein the aluminium alloy window frame materials are buckled on the unit male column and the unit female column and are connected with the unit male column and the unit female column through fastening; the aluminium alloy connecting piece is buckled on the unit male column and is fixedly connected with the unit male column; the aluminium alloy buckle plate is buckled on the aluminium alloy connecting piece; the glass protective edges are fixedly connected at the front end of the cantilevered glass; the aluminium alloy insert core is fixedly arranged in the cavity of the glass protective edges; the cantilevered glass is fixedly inserted in the notch of the glass protective edges; and seal plates are fixedly connected at the upper and lower openings of the glass protective edges. The system has the following beneficial effects: all the processing procedures are completed in the plant; field installation is convenient; the processing flatness is good; the precision is high; and the problem of large deviation after field installation of the cantilevered glass before is solved.
Owner:SUZHOU KELIDA BUILDING & DECORATION CO LTD

Vertically-inserting-type ceramic tile locating horizontal mounting device

The invention discloses a vertically-inserting-type ceramic tile locating horizontal mounting device in the field of building decoration, wherein the vertically-inserting-type ceramic tile locating horizontal mounting device brings convenience to ceramic tile paving. The device is composed of a locating seat and a compressing block. The locating seat is vertically connected to the center of a hexagonal base plate through a rectangular rack, a rectangular shallow groove is formed in the position, perpendicular to the rack, of the bottom face of the base plate, the area of the rectangular shallow groove is equal to the area of the cross section of the rack, and the two ends of the base plate turn upwards, are arc-shaped and have elasticity. The compressing block is composed of two pairs of trapezoid bodies and is cross-shaped either looked downward or upward. A rectangular hole is formed in the upper end of the compressing block, the rectangular hole is matched with the rack of the locating seat, a metal pressing plate is arranged on one side of the compressing block, and one end of the pressing plate is meshed with the rack. According to the vertically-inserting-type ceramic tile locating horizontal mounting device, the size of a gap between two tiles can be controlled, and the flatness of the surface between the tiles can also be controlled. In addition, the vertically-inserting-type ceramic tile locating horizontal mounting device has the advantages of being convenient to use, greatly improved in working efficiency, simple in structure and low in production cost, and lowering use cost due to the fact that the compressing block can be used repeatedly.
Owner:SHANGHAI WONENG INDAL

Assembled external wall plate and preparation method thereof

The invention relates to the field of a building material, in particular to an assembled external wall plate. The assembled external wall plate comprises an outer side plate, an inner side plate and a multifunctional structure layer, wherein the multifunctional structure layer is arranged between the outer side plate and the inner side plate; one side of the outer side plate is connected with one side of the multifunctional structure layer; an outer decoration layer is compounded at the other side of the outer side plate; one side of the inner side plate is connected with the other side of the multifunctional structure layer; an inner decoration layer is compounded at the other side of the inner side plate; the multifunctional structure layer comprises a force bearing frame; and waterproof heat insulation and heat preservation materials are filled in gaps between the outer side plate and the force bearing frame and gaps between the inner side plate and the force bearing frame. The quality can be ensured; the construction and the hoisting are easy; the construction efficiency is improved; the integral performance is stable; the impact resistant performance is good; the conventional common quality faults of wall plate cracking and deformation, edge missing, corner falling and the like can be avoided; after once installation completion, the veneer construction is not needed; and the engineering manufacturing cost and the construction period are reduced.
Owner:重庆佳良建筑设计咨询有限公司

Titanium boride-based coating composite material for aluminum electrolysis, preparation method and coating method thereof

The invention discloses a titanium boride-based coating composite material for aluminum electrolysis, a preparation method and a coating method thereof. The composite material consists of the following raw materials in percentage by weight: 55%-70% of titanium boride-oxide composite particles, 8%-15% of a carbon additive, 15%-30% of an organic resin adhesive and 0.5%-2% of a reinforcing agent. The coating method comprises the following steps: (1) putting a graphite base material into a coating mould, and then, pouring the obtained slurry into a mould; (2) curing the base material coated with the slurry at 15 DEG C-35 DEG C for 24h-48h, and then, curing the base material at 80 DEG C-150 DEG C for 12h-24h; and (3) putting the base material coated with the slurry into a graphite crucible, filling graphite carbon powder into the graphite crucible, and carbonizing and sintering the graphite crucible in an inert gas atmosphere or in vacuum, wherein the carbonizing and sintering temperature is 850-1050 DEG C, and the carbonizing and sintering time is 80-120 hours. The titanium boride-based coating composite material for aluminum electrolysis has high combination degree with a base and good tensile strength high up to 8-10MPa; and a coating structure is dense and has strong anti-scouring property.
Owner:GUIZHOU BRANCH CHINA ALUMINUM IND
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products