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85results about How to "Reduce block time" patented technology

Double track bridge construction process crossing existing railway operational lines

The invention discloses a double track bridge construction process crossing existing railway operational lines, and the constructed double track bridge comprises a front side bridge section, a crossed existing line bridge section with mutually connected front and rear ends and a rear side bridge section. The process comprises the following steps: 1) synchronously constructing the front side bridge section, the crossed existing line bridge section and the rear side bridge section, wherein the crossed existing line bridge section is constructed as follows: binding reinforcement cages, concreting, assembling temporary buttresses and D-shaped temporary beams, arranging movable slide rails, carrying out translation insertion on the temporary buttresses, setting up temporary beam supporters, hoisting the temporary beams, installing cap beam forming templates, concreting cap beams and removing all temporary strut members; and 2) folding the bridge sections. The invention has the advantages of reasonable design, convenient construction, low investment cost, good use effect, high construction efficiency, short construction period and low safety risk, and can effectively solve the actual problems such as large construction difficulty, long construction period, high investment cost, high safety risk and the like in the construction process of the crossed existing line gate piers.
Owner:CHINA RAILWAY 20 BUREAU GRP +3

Water pressure composite quick blocking method applied in drilling and blasting

The invention discloses a water pressure composite quick blocking method applied in drilling and blasting. The quick blocking comprises a water bag, a dynamite roll, a water bag and a high-molecular resin sealing bag. the water bag of the first segment is placed at the bottom of a hole opening; the dynamite roll of the second segment is closely connected with the water bag in series; the water bag of the third segment is placed behind the dynamite roll of the second segment; the high-molecular resin material of the fourth segment is placed in a drilling after kneading, squeezing and foaming; the high-molecular resin material flows out as liquid and penetrates into the space among the dynamite, the water bags and socks; quick solidification is performed and blast holes are blocked. the viscosity of the high-molecular resin material with rocks is larger than that of traditional stemming. the impact wave produced by the explosion of the dynamite is directly applied on rocks through the water bag installed at the bottom of the blast hole and therefore the explosive energy consumption is reduced and blast hole utilization is increased. The water bags in the blast hole generates water atomization effect during explosion which can reduce air impact wave, absorb explosive dust and dilute poisonous gases.
Owner:THE 4TH ENG CO LTD OF CHINA RAILWAY 16TH BUREAU GRP CO LTD +1

Occluder intervention conveying device

ActiveCN102440809ANo radiation traumaSmall puncture incisionSurgeryTurn anglePost operative
The invention discloses an occluder intervention conveying device, which comprises an outer sheath, an outer sheath inner core, an inner sheath and a hemostasis valve, wherein the outer sheath comprises an outer sheath head end, an outer sheath body and a tail end opening; the outer sheath head end is provided with a side opening; an inner structure of the part over against the side opening is a turning inclined surface; the inner sheath is inserted in the outer sheath body and penetrates through the side opening to be turned; the hemostasis valve is used for being connected with the tail endopening of the outer sheath in a buckling manner; and the outer sheath inner core is used for being placed in the outer sheath body as a support when the outer sheath is punctured. According to the occluder intervention conveying device disclosed by the invention, the occluder conveying operation can be realized by ultrasonic guidance, the operation process has no radioactive wound and drug injury on staffs without radiography, the outer sheath with a turn angle leads to the inner sheath to make a turn in the heart, the punctured part does not need to be oppressed and braked to stop bleeding,the post-operative patient can walk immediately, the post-operative recovery speed is quick and the operation pathway is short; in addition, the occluding steps are simplified, the occluding time is saved, the occluding firmness and stability can be guaranteed, the radioactive radiography equipment is not needed and the medical cost is low.
Owner:SHANGHAI MICROPORT RHYTHM MEDTECH CO LTD

Assembly type concrete beam plate and installation and maintenance method

The invention discloses an assembly type concrete beam plate and an installation and maintenance method. The assembly type concrete beam plate comprises a plurality of prefabricated bridge deck slabsand longitudinal beams; the prefabricated bridge deck slabs are arranged in a parallel mode and erected on the upper surfaces of the longitudinal beams; the prefabricated bridge deck slabs and the longitudinal beams are fixed through clamping structures; each clamping structure is formed by a rib-plate clamped in a clamping groove; each rib-plate is arranged at the end of the lower surface of thecorresponding prefabricated bridge deck slab; and each clamping groove is formed in the position, corresponding to the rib-plate, on each longitudinal beam. The prefabricated bridge deck slabs with the rib-plates are connected with the longitudinal beams with the clamping grooves, and therefore the displacement generated when the prefabricated bridge deck slabs are subjected to the dynamic load effect of vehicles is overcome; construction is convenient; and meanwhile, the service life of the bridge floor is prolonged and maintenance cost is lowered due to the fact that rigidly connected positions are segregated by flexible materials and the buffering effect is played. Hoisting holes formed in the upper surface of the prefabricated bridge deck slabs are used for convenient replacing, so that no large area damage occurs on the bridge floor structure, and time of traffic obstruction is shortened.
Owner:JSTI GRP CO LTD +1

Method for constructing or reconstructing assembled platform and special prefabricated module group

The invention aims at providing a method for constructing or reconstructing an assembled platform and a special prefabricated module group. According to the method for constructing or reconstructing the assembled platform, the efficiency of the platform constructing or reconstructing project can be comprehensively enhanced, the platform constructing or reconstructing project quality can be comprehensively improved, the construction is simple and flexible, manpower and material resources are saved, the influences on running and transportation are small, the method is safe and time-saving, and the potential safety hazard in the later period is reduced. The method for constructing or reconstructing the assembled platform comprises the specific construction steps of 1, preparing a prefabricated module group with a reinforced concrete structure; 2, mounting the prefabricated module group to a designated position by using a hoisting appliance; treating a foundation of a new platform and filling anti-freezing sand first, and then mounting prefabricated modules after pouring a concrete strip-shaped foundation; 3, binding reinforcing meshes on the prefabricated modules and pouring a concrete cushion; 4, comprehensively laying pipelines; and 5, after the concrete cushion reaches the strength, continuing to lay a slope making layer, a leveling layer and a sand cushion; and laying a platform cap-beam, a safety line, blind bricks and pavement bricks to finish the construction.
Owner:沈阳铁道工程建筑集团有限公司

Portal vein thrombus taking-out clamp for laparoscopic surgery

The invention belongs to the field of medical apparatuses and instruments, and relates to a clamp device for clamping portal vein tumor thrombus or thrombus in laparoscopic surgery. The device is characterized by comprising a clamp portion, a casing pipe, a handheld handle, a solid pull rod and a hollow connection pipe, and the solid pull rod and the hollow connection pipe are arranged in the casing pipe and used for connecting the clamp portion with the handheld handle. The clamp portion comprises an opening and closing device, a clamp head A and a clamp head B, wherein the clamp head A and the clamp head B are symmetrical in size and shape, and the inner side of each clamp head is a semi-arc concave face. The clamp head A is of a solid structure, the inner wall of the concave face is smooth, and the clamp head A is connected with the pull rod through the opening and closing device. The clamp head B is of a hollow structure, the concave face of the clamp head B is provided with tiny holes, and the inner space of the clamp head B is connected with an aspirator through the hollow connection pipe to transfer negative pressure. When the handheld handle is tightened, the pull rod closes the clamp head A and the clamp head B through the opening and closing device, and the semi-arc hollow concave faces of the inner sides are oppositely combined to form a closed thrombus taking-out cavity. The portal vein thrombus taking-out clamp for laparoscopic surgery can effectively and safely take out portal vein tumor thrombus, is easy to design and manufacture and has a wide market prospect.
Owner:卫旭彪

Turnout beam replacement construction method

The invention discloses a turnout beam replacement construction method, and aims to overcome the defects of long turnout beam replacement time and great influence on normal driving. In the turnout beam replacement construction process, the steel box beam is assembled on the turnout beam manufacturing platform, an existing beam can normally run in the assembling process, and normal running of an existing line is not affected. After the steel box girder is assembled and the existing girder is jacked up, the existing girder is pulled by a traction jack while a new turnout girder is pushed by a pushing jack, and the operations of the existing girder and the new turnout girder are synchronously carried out, so that the existing line blocking time is favorably shortened. The existing beam movesto the existing beam storage platform under the traction of the traction jack, the turnout beam moves to the position above the bridge pier under the pushing effect of the pushing jack, and beam falling is conducted through the beam falling jack after adjustment is conducted in place, so that a new turnout beam is erected on the bridge pier, and replacement construction is completed. And then thenew turnout beam is connected with the original beam, so that the normal traveling crane can be prevented from being blocked, and the influence on the normal traveling crane is small.
Owner:CHINA RAILWAY 24TH BUREAU GRP ZHEJIANG ENG CO LTD +1

Implementation method and device of distributed consistency group and DRM equipment

The invention discloses an implementation method and device of a distributed consistency group. The method comprises the following steps: sending a message for confirming whether a message can be submitted or not to a silence control module of each virtual machine in the distributed consistency group; when messages which can be submitted and are sent by all the silence control modules are receivedwithin set time, directionally sending messages to be submitted to all the silence control modules, and making all the silence control modules to execute silence operation; when a correct response message sent by the silence control module is received, directionally sending a submission message to the corresponding silence control module, so that the corresponding silence control module executesa fence hitting operation; receiving a completion submission message sent by each silence control module after completing the fence hitting operation. According to the method, on the basis of ensuringthe consistency of the distributed consistency group, the blocking time is reduced. The invention further discloses an implementation device of the distributed consistency group, DRM equipment and acomputer readable storage medium, which have the above beneficial effects.
Owner:SANGFOR TECH INC

Urban high-altitude hedge multi-surface integrated trimming robot and trimming method thereof

ActiveCN109479551ARealize all-in-one trimmingAchieve one-piece pruningHedge trimming apparatusCuttersAgricultural engineeringSelf adaptive
The invention discloses an urban high-altitude hedge multi-surface integrated trimming robot and a trimming method thereof. The robot comprises a baffle plate supporting mechanism, crank rocker mechanisms, a positioning wheel positioning mechanism and a cutter mechanism; the baffle plate supporting mechanism comprises an upper baffle plate, a lower baffle plate, a left baffle plate and a right baffle plate; two sets of the crank rocker mechanisms are respectively positioned at the left side and the right side of the upper baffle plate and used for controlling the first-stage unfolding/first-stage folding and the second-stage unfolding/second-stage folding of the robot; the positioning wheel positioning mechanism comprises two positioning wheels, which are mounted on the lower baffle plateand are contacted with a middle plane of a hedge table base through self-adaptive motion for positioning; the cutter mechanism comprises an upper cutter, a lower cutter and a left cutter, and the upper cutter, the lower cutter and the left cutter are used for trimming three sides the hedge. The trimming robot can simultaneously perform multi-surface trimming and mechanical operation, and has goodtrimming quality, thereby effectively avoiding the phenomenon of uneven pruning of the existing trimming device.
Owner:SOUTH CHINA AGRI UNIV

Railway switch slag stone cleaning robot

The invention discloses a railway switch slag stone cleaning robot and relates to the field of railway slag stone cleaning. The railway switch slag stone cleaning robot comprises an underframe, a railpulley, a supporting seat, a sliding guide rail, a sliding platform, a guide rod, a mechanical arm, an excavating shovel, a hydraulic cylinder A and a hydraulic cylinder B; the underframe is a firmware support for the robot; the supporting seat, a pulley connecting shaft and the rail pulley are mounted on the bottom surface of the lower part; the sliding guide rail is fixedly connected to the upper part of the underframe and slidingly connected with the sliding platform; a differential heavy-load hydraulic cylinder A is placed on the sliding platform; the mechanical arm on the guide rod is connected with the excavating shovel; and the earring-shaped hydraulic cylinder B is mounted on the mechanical arm. An operator moves the robot to a switch slag stone cleaning position, the hydraulic cylinder B pushes the excavating shovel to excavate slag stones, the hydraulic cylinder A pushes the mechanical arm to realize a transporting action, and the slag stones are cleaned to a corresponding location. According to the railway switch slag stone cleaning robot, the operation is simple and convenient, the time and labor are saved, the labor cost is greatly reduced, and the slag stone cleaningefficiency is enhanced.
Owner:王昕

Mechanical replacement and laying construction method for ballast turnout

The invention relates to a mechanical replacement and laying construction method for a ballast turnout. The method comprises the steps of selecting a turnout pre-laying position, transporting the turnout, replacing and laying the turnout within blocking time, treating new and old stone ballasts, welding the turnout and the like. According to the method, the whole set of turnouts are pre-laid outside the blocking time, and the method is implemented within the blocking time as follows: the whole set of turnouts are transported to the vicinity of a turnout replacing and laying area by adopting turnout replacing and laying equipment, old turnouts are dismantled and moved away, ballast beds are excavated, old stone ballasts are removed and transferred, the ballast beds are leveled, new turnouts are laid, tamping and stabilizing are performed, the turnouts are finely adjusted, and finally turnout welding is completed until a line is opened. According to the invention, the turnout changing and paving quality is improved, the overall construction time is saved, the blocking construction frequency is reduced, the construction can be flexibly carried out according to the blocking time, the mechanization degree is improved, the construction safety risk and the labor intensity are reduced, meanwhile, the material and manpower consumption is reduced, and the cost is saved for the turnout changing and paving construction.
Owner:CRCC HIGH TECH EQUIP CORP LTD
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