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85results about How to "Save setup time" patented technology

Pulley bracket platform with large-column-grid and large-area grid structure and construction method thereof by utilizing pulley bracket method

The invention relates to a pulley bracket platform with a large-column-grid and large-area grid structure and a construction method thereof by utilizing a pulley bracket method. A bracket body comprises a tower bracket, a suspended span bracket and a suspended overhang bracket; two longitudinal tower brackets are connected through a cross bracket; the bottoms and the tops of two traverse tower brackets are connected with the suspended span bracket; the top of the external side of the tower bracket is connected with the suspended overhang bracket; a steel pipe arranged on the bottom end of the tower bracket is sheathed on a pulley, and the axis of the steel pipe coincides to the axis of the pulley; the pulley is arranged on a guide rail; a sleeper is laid below the guide rail, and the sleeper and the guide rail are fixed in a spot welding mode; a pulley is arranged on the bottom surface of the pulley bracket platform; and the shift of a construction platform is realized by shifting the pulley. Compared with the traditional scaffold, the invention the advantages that the erecting amount and the dismantling of the scaffold can be reduced; the problems of overlarge deflection value and overlarge displacement deviation of a grid bracket to be erected because of overlarge integral settlement of a construction bracket are simultaneously avoided and can be widely applied to the installation and the construction of the large-column-grid and large-area grid structure.
Owner:THE THIRD CONSTR ENG CO LTD OF CHINA CONSTR SECOND ENG BUREAU

High-altitude bulk construction method for steel-structure grid

The invention discloses a high-altitude bulk construction method for a steel-structure grid. The method comprises the steps as follows: 1), the steel-structure grid is divided into a starting grid and a follow-up grid; 2), a scaffold construction platform is set up at the position of the starting grid, and then construction of the starting grid is carried out by means of the scaffold construction platform; and 3), a constructor carries out the construction of the follow-up grid by considering the starting grid as an operation platform. In the steps above, before construction of the starting grid and the follow-up grid, basic parts such as bolt spheres, chord members and web members are spliced into an assembled unit, and then the assembled unit is hoisted to a construction position, so that splicing construction of the starting grid and the follow-up grid is carried out. According to the method, workload required for setting up a scaffold is reduced; revolving material consumption is low; setting-up time for the scaffold is saved at the same time; and the construction cost is reduced. Besides, the basic parts are spliced into the assembled unit and a high-altitude assembled unit simultaneously, so that the construction progress can be accelerated.
Owner:THE THIRD CONSTR ENG CO LTD OF CHINA CONSTR SECOND ENG BUREAU

Cap beam efficient, convenient and quick to construct and construction method thereof

The invention discloses a cap beam which is efficient, convenient and quick to construct, and the cap beam comprises a cap-shaped cap beam reinforcement cage and is characterized in that a cap beam embedded part is arranged in the middle of the cap beam reinforcement cage. An erection method of the cap beam comprises the following steps of manufacturing the cap beam, performing pier column construction, embedding prestressed reinforcements and splined hole steel pipes, hoisting the prefabricated cap beam to the top of a pier column with hoisting equipment, connecting the prefabricated cap beam with the prestressed reinforcements, tensioning the prestressed reinforcements, concreting and grouting the cap beam embedded part of the prefabricated cap beam, and concreting and closing the top ends of the prestressed reinforcements. The cap beam and the method give full play to the advantages of cap beam construction; the pier column is effectively and fixedly connected with the cap beam by adopting the prestressed reinforcements and the splined hole steel pipes; the prefabricated cap beam is hoisted directly, so that treatment on a foundation is reduced; the existing road traffic pressure is reduced; the support erection time is saved; the construction period is shortened; and in short, the method is more scientific in working efficiency, economy, environmental protection and the like in comparison with the currently adopted method.
Owner:SHANGHAI CIVIL ENG GRP FIFTH

Internet-of-things-based elevator group safety operation on-line monitoring and fault diagnosis system

The invention belongs to the field of elevator safety monitoring, and discloses an internet-of-things-based elevator group safety operation on-line monitoring and fault diagnosis system. The system comprises information acquisition terminals, a mobile communication network, a communication gateway, an on-line monitoring and diagnosis platform, factory terminal modules, maintenance unit terminal modules and property terminal modules; the mobile communication network is connected with the on-line monitoring and diagnosing platform through the communication gateway; the on-line monitoring and diagnosing platform comprises an information processing and controlling module, a WEB server, a data server and an industrial personal computer, wherein the WEB server, the data server and the industrialpersonal computer are connected with the information processing and control module; the information processing and control module is composed of a system configuration module, an elevator managementmodule, a personnel management module, a fault management module and a diagnosis management module; and the WEB server is connected with a mobile terminal. According to the system, the management system is improved, the fault occurrence and diagnosis time is shortened, and the system has wide application prospects.
Owner:淮北工科检测检验有限公司

Clamp for machining rear cover of automobile air conditioning compressor

The invention discloses a clamp for machining a rear cover of an automobile air conditioning compressor. The clamp comprises a connecting seat fixedly arranged on a connecting flange, a positioning disc is arranged in the middle of the top end of the connecting seat, and the positioning disc is correspondingly and fixedly provided with a limiting pin and a supporting column, wherein the limiting pin and the supporting column are used for positioning a rear cover workpiece; and pressing devices for pressing the rear cover workpiece are arranged in the positions, located on the outer side of thepositioning disc, of the connecting seat. According to the clamp for machining the rear cover of the automobile air conditioning compressor, the pressing devices on the left side and the right side clamp the rear cover workpiece at the same time, stress is uniform, and the pressing point positions can be freely adjusted; the clamp is adaptive to the rear cover workpieces of different sizes, so that universality is high; and furthermore, the functions of further improving repeated positioning precision, improving production efficiency, reducing clamping time and the number of times, reducing labor intensity of workers and reducing machining procedures and personnel are achieved.
Owner:合肥达因汽车空调有限公司

Water lubricated bearing performance test device

InactiveCN109238704AEasy maintenanceSufficient maintenance space, convenient maintenanceMachine bearings testingTransmission beltDrive shaft
The invention relates to an inspection device, in particular to a water lubricated bearing performance test device. The water lubricated bearing performance test device comprises a base; a servo motor, a transmission device, a slave and a water tank are mounted on the base; a driving pulley is mounted on a shaft of the servo motor; the driving pulley is connected with a driven pulley on the transmission device by utilizing a transmission belt; the rear end of a driven shaft in the slave runs through the water tank; and a water lubricated bearing device set is mounted at a part of the driven shaft , which passes through the water tank. The water lubricated bearing performance test device is compact and reasonable in structure and good in integrity; the water lubricated bearing performance test device is simple in manufacturability, good in interchangeability, sufficient in assembling and repairing space and convenient to maintain and repair, can be used for various construction operations, and saves maintenance, clamping and disassembling time of testing personnel; the difficult problem of performance test of a water lubricated bearing of a domestic ship shafting is solved; and meanwhile, the water lubricated bearing performance test device can also give consideration to a torque and implements safety and high efficiency in the testing process, labor is saved, and cost is reduced.
Owner:WUXI HONGYUAN DEVFLEX

Introducer assembly particularly for balloon catheters

An introducer assembly (10) includes a catheter (12) having a proximal end (14), a distal end (16) extending to a distal tip of the introducer assembly, and an outer catheter wall. The catheter (12) includes a medical device holding portion (34) proximate the distal end, a guide wire lumen (100) extending between the proximal and distal ends, and a side opening (50) extending through the outer wall to the guide wire lumen. The side opening (50) and the guide wire lumen (100) are simultaneously open and the guide wire lumen and side opening are able to receive a guide wire therethrough. The catheter (12) is flexible at least in the location of the side opening, such that a guide wire (28) fed from the distal end (16) can pass through to the proximal end (14) when the catheter is substantially straight and can pass from the distal end through the side opening (50) when the catheter is curved at the location of the side opening. The catheter (12) also includes a plurality of one stiffening mandrel lumens (104, 106) extending from the proximal end (14) and a plurality of stiffening mandrels sized to fit within the stiffening mandrel lumens and in some forms able to slide therewithin and in other forms enclosed within the stiffening mandrel lumens. The mandrels have different lengths disposed along the length of the catheter and can be of substantially uniform diameter.
Owner:COOK MEDICAL TECH LLC

Posture adjusting method of random parallel three-coordinate positioner group

The invention discloses a posture adjusting method of a random parallel three-coordinate positioner. The posture adjusting method comprises the following steps: establishing a reference coordinate system, a random oblique angle coordinate system, a workpiece coordinate system and a conversion relationship among the reference coordinate system, the random oblique angle coordinate system and the workpiece coordinate system; moving the positioners connected in parallel to positioning points of a workpiece, converting coordinate values of the positioning points of the workpiece relative to a reference coordinate system into coordinate values of the positioning points of the workpiece relative to a follow-up oblique angle coordinate system, and moving the positioners to enable the positioning points to move to corresponding positions; then calibrating the posture of the workpiece, planning a posture adjustment path, and solving posture adjustment parameters and coordinate values of a following oblique angle coordinate system; and finally, performing posture adjustment motion on the following parallel three-coordinate following series positioner group, and moving the positioning points to the coordinate value position of the following oblique angle coordinate system, so that posture adjustment of the workpiece is completed.
Owner:XIAN AIRCRAFT IND GROUP

Movable cantilever hanging basket for steel box girder construction and construction method

The invention discloses a movable cantilever hanging basket for steel box girder construction and a construction method. The movable cantilever hanging basket for steel box girder construction comprises a hanging basket body which can horizontally move on the steel box girder, a hanging basket walking device arranged on the hanging basket body and a walking track for the hanging basket walking device to walk, and the hanging basket walking device is arranged on the walking track. The hanging basket body is arranged on a flange plate of the steel box girder, the hanging basket body is providedwith a welding construction platform, and the welding construction platform is a telescopic construction platform. The construction method comprises the first step of construction of a middle girder body of the steel box girder, the second step of welding construction of the flange plate of the steel box girder and the third step of construction completion of the steel box girder. The movable cantilever hanging basket for steel box girder construction is reasonable in design, easy and convenient to construct and good in using effect, the hanging basket can horizontally move on the steel box girder in the longitudinal bridge direction, welding requirements under the situation that widths of cantilever segments are unequal can be met through the telescopic construction platform on the hanging basket, the construction process of the steel box girder can be easily, conveniently and rapidly completed, the welding process of the flange plate of the steel box girder is easy and convenient, the welding efficiency is high, and the welding quality is easy to guarantee.
Owner:CHINA STATE CONSTRUCTION ENGINEERING CORPORATION +2

Method for erecting scaffold platform between rudder horns and method for measuring deviation of upper and lower rudder holes of rudder horns

The invention belongs to the technical field of ship and discloses a method for erecting a scaffold platform between rudder horns. The method comprises the following steps of (1) welding scaffold eyeplates on the rudder horns in a rudder system section inverse construction stage; (2) enabling a rudder system section to enter a coating room for paint spraying; (3) after the rudder system section is out of the coating room, making the rudder system section be in an inverted state, and be between a lower rudder hole and an upper rudder hole of the inverted rudder horn, utilizing the scaffold eyeplates, a bracket, a vertical pipe and a transverse pipe, pre-building the inverted scaffold platform; and (4) hoisting the rudder system section on an obliquely-arranged shipway, locating a stern ison the downstream of the shipway, at the moment, making the rudder system section be in a normal state and the scaffold platform between rudder horns be in a normal state, obliquely arranging the scaffold eye plates upwards, horizontally arranging the bracket, and completing erection of the scaffold platform between the rudder horns. The invention further discloses a method for measuring deviation of upper and lower rudder holes of the rudder horns. Scaffold erecting time is saved, and cost is reduced.
Owner:中船澄西扬州船舶有限公司

Scaffold supporting structure and system

ActiveCN110259087AReliable supportEasy and quick installation and removalScaffold accessoriesBuilding support scaffoldsEngineeringOpen fire
The invention provides a scaffold supporting structure and system, and relates to the field of building tools. The scaffold supporting structure comprises a first inclined supporting part, a second inclined supporting part and a lifting assembly, a support allowing a scaffold to be mounted is arranged on the first inclined supporting part, the first end of the first inclined supporting part is in pivot joint with the first end of the second inclined supporting part, a first clamping part is arranged at the first end of the lifting assembly, a second clamping part is arranged at the second end of the lifting assembly, the second end of the first inclined supporting part is in pivot joint with the first clamping part, and the second end of the second inclined supporting part in pivot joint with the second clamping part; and the lifting assembly drives the first clamping part and the second clamping part to move, so that the first clamping part is clamped on an upper layer edge beam, and the second clamping part is clamped on a lower layer edge seam. The scaffold supporting structure is rapid, easy and convenient to mount and demount, work such as reserving, pre-burying, hole opening and filling, steel wire rope oblique-pulling and open fire welding is omitted, and the overall erecting time of the cantilevered scaffold is saved.
Owner:东莞市建筑科学研究院有限公司

Double open type workbench for double-surface machining of workpieces

The invention discloses a double open type workbench for double-surface machining of workpieces. The workbench comprises an outer ring table and a center table, wherein a through groove is formed in the middle of the outer ring table, and the center table is located on the inner side of the through groove; a placement groove is formed in the center table; a first movable plate assembly and a second movable plate assembly which can automatically so as to control opening/closing of a port of the placement groove are arranged on the front side and the reverse side of the center table correspondingly; at least three guide holes which are annularly formed around the placement groove are formed in the center table; a first driving mechanism is arranged on the outer ring table and is used for driving the center table to turn over; every time the first driving mechanism acts, the center table turns over by 180 degrees; a second driving mechanism is arranged at the end, located at any one of the guide holes, of the outer ring table; and each second driving mechanism comprises an ejector rod and a power unit, wherein the ejector rod is coaxially arranged with the corresponding guide hole andcan extend into the corresponding guide hole, and the power unit is used for driving the ejector rod to extend in the direction of the corresponding guide hole. The workbench has the advantage that the production efficiency of double-surface machining of the workpieces can be effectively improved.
Owner:TIANCHANG CYLINDER HEAD

Reverse building board construction structure and construction method thereof

The invention discloses a reverse building board construction structure and a construction method thereof. The structure comprises temporary steel supports and further comprises a cushion layer, a short framed bent and a formwork which are arranged inside a foundation pit from bottom to top in sequence. The temporary steel supports penetrate through the short framed bent at intervals in the horizontal direction. The two ends of the temporary steel supports are respectively and fixedly connected with a vertical structure of the foundation pit. The foundation pit is excavated to the elevation X, and the formula X=Y-r-d is met, wherein Y represents the board bottom elevation of a reverse building board, r represents the sum of the height of the short framed bent and the height of the formwork, and d represents the thickness of the cushion layer. The temporary steel supports are utilized and can effectively control the deformation of the foundation pit before the reverse building board is achieved, and due to the fact that the method that the combination of the short framed bent and the cushion layer is used for supporting the reverse building board is utilized, the integral pouring of the reverse building board and a board underbeam can be achieved, the horizontal supporting force of the reverse building board and the beam integral can be improved, and the deformation of the foundation pit can be effectively controlled. Due to the fact that the short framed bent does not need to be erected from a first layer of floor on the lower portion, the erecting time of the short framed bent can be greatly shortened, needed materials can be greatly reduced, and construction efficiency is improved.
Owner:NO 2 CONSTR GRP CO LTD OF SHANGHAI CONSTR GRP
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