413results about How to "Easy to stand" patented technology

The invention relates to a mass balancing device and method for a lower limb rehabilitation training patient. The balancing device comprises a reduced gravity generating mechanism, a bracket, an electric winch, a steel wire rope, a pulley wheel, a force sensor, a suspender, a running machine and a control system. When a reduced gravity walking training is carried out, the patient wears the suspender to stand on the running machine; the suspender is connected to the steel wire rope through the pulley wheel and two ends of the steel wire rope are respectively mounted on the reduced gravity generating mechanism and the electric winch; and the size of the actual reduced gravity detected by the force sensor is fed back to the control system to realize closed-ring control. Aiming to the patient of lower limb motor dysfunction caused by central nervous system diseases including spinal injuries, brain stroke and the like, a load to lower limbs of the patient which is caused by the self-gravity of the patient and the dynamic load in the walking process can be simultaneously relieved when the reduced gravity walking training is carried out, so as to realize constant-mass gravity reduction. According to the rehabilitation conditions of the patient or the training requirements, a weight reducing device provided by the invention can conveniently adjust a gravity reducing ratio. The suspender of the weight reducing device can be moved along the gravity center of the patient in real time and is good for the rehabilitation of normal physiological gaits of the patient.

A package is provided having at least one panel formed from a laminate having an inner sealing layer, an outer web layer and an adhesive layer provided between the inner and outer layers. The outer web layer includes a removable tab portion defined by a first line of weakness in the layer. The inner sealing layer contains at least one removable plug portion defined by a second line of weakness. The first line of weakness is in registration with and surrounds the second line of weakness. The adhesive layer includes a permanent adhesive provided directly between at the tab and the plug portion and a non-permanent adhesive within the remainder of the area defined by the first line of weakness. Removal of the tab from the outer web causes separation of the plug from the inner layer, opening a vent within the package.

The invention discloses a standing and sitting dual-purpose living self-care vehicle for a disabled person. The standing and sitting dual-purpose living self-care vehicle comprises a frame, a remote control box fixedly connected with the frame, a driving assembly and universal wheels, wherein a front support frame, a stool assembly, a lower leg support, a safety belt assembly, a chest support and a position keeping frame are arranged on the frame; the front support frame is arranged on the upper part of the frame; the stool assembly is arranged on the frame in a height-adjustable manner; the lower leg support is arranged on the frame, and can move forward and backward; the safety belt assembly is connected with the frame through a tension spring; the chest support is arranged on the front support frame, and can move up and down along with the front support frame; the chest support frame can move forward and backward; the position keeping frame is arranged on the front support frame. By adopting the self-care vehicle, the disabled person can flexibly and conveniently move among common living facilities such as beds, wheelchairs, vehicles for disabled persons, and can perform certain living care, get-on and get-off activities in a standing state.

The invention discloses a construction method for enabling a shallowly buried and darkly excavated tunnel to pass through a cottage area. The construction method comprises the following steps: excavating a tunnel hole of the constructed shallowly buried and darkly excavated tunnel from back to front through a step excavation process, and performing preliminary bracing on the tunnel hole formed by excavating from back to front in an excavating process, wherein the tunnel hole consists of an upper guide hole and a lower guide hole positioned right below the upper guide hole, the rear part of the tunnel hole is connected with a vertical well, the preliminary bracing structure of the tunnel hole comprises a plurality of grating steel frameworks for supporting the tunnel hole from back to front, a layer of bar-mat reinforcement suspended on the inner wall of the tunnel hole and a concrete layer jetted on the inner wall of the tunnel hole. The process for excavating the tunnel hole of the shallowly buried and darkly excavated tunnel comprises the following steps: I, excavating the initial segment of the upper guide hole; II, excavating the initial segment of the lower guide hole; III, synchronously excavating the upper and the lower guide holes. The construction method disclosed by the invention is simple in step, reasonable in design, convenient in construction, good in construction effect, capable of simply completing the construction process of the shallowly buried and darkly excavated tunnel that passes through the cottage area, and safe and reliable in a construction process.

A flat plastic bag is formed from a side gusseted tubular web. The bag is formed with an open end and a opposite spaced end seal. Hinge crease patterns are formed in each of the gusseted portions at the bottom end of the bag. The pattern includes a two ridge upper leg and a three ridge bottom leg which are formed by a cold sealing process. A bag making machine includes a web supply which is passed through a web feed supply section to form the gusseted web. The gusseted web is sent through a forming section. The segment is first formed with the patterns of two bags in immediately adjacent relationship and located to the opposite sides of a common line defining the end of the adjacent bags. The web is formed into two bag segments with the creases located at each of the segment ends. The web is passed through a unit creating the seal and simultaneously severing the upstream segment. The segments are stacked on a table with each stack sequentially transferred to a punch unit which severs the center portion of the segment to define open bag ends adjacent each other with interconnections to maintain the stack relationship between the separated bags. The formed stack is passed through a separation unit which removes the cut portions thereby separating the bags for transport to a conveyor. The bag may be formed with ventilation openings at the punch unit. The crease pattern with the bottom portion includes a plurality of creases to ensure the proper location of at least one crease within the gusseted portion to ensure easy opening of the plastic bag.

An eye or lip makeup applicator and cosmetics in use with the applicator includes an applicator wand removably coupled to a handle. The applicator wand is secured within a container for storage, handling and ease of carrying around. The handle connects the container with a second container for storing additional eye, lip or other makeup. The applicator wand includes a mascara brush on one end of support cap. A second support cap includes a second brush for other makeup. The two support caps are connected to the handle.

The invention discloses a deformation monitoring method for shallow-buried excavation tunnel construction. The deformation monitoring method comprises the following steps: 1) digging a tunnel: digging a tunnel cavity for a constructed shallow-buried excavation tunnel from back to front, primarily supporting the dug tunnel cavity from back to front during the digging process, and forming a primary supporting structure, wherein the primary supporting structure comprises a plurality of grating steel frames for supporting the tunnel cavity from back to front, and each grating steel frame is composed of an arch supporting steel frame and left and right vertical supporting steel frames; 2) arranging monitoring points: arranging multiple sets of supporting state monitoring points on the primary supporting structure of the constructed tunnel cavity from back to front during the digging process, and meanwhile, arranging a plurality of ground surface settlement monitoring points in a construction area of the constructed shallow-buried excavation tunnel from back to front; 3) monitoring the deformation. The method provided by the invention has the advantages of simple steps, reasonable design, convenience in construction, good use effect and capability of effectively monitoring the stability of the constructed shallow-buried excavation tunnel and the ground surface settlement.

The invention discloses a construction technology for prefabricating a corrugated steel web PC I beam into a combined box girder bridge. Each combined box girder segment in a combined box girder of the combined box girder bridge is formed by connecting two corrugated steel web PC I beams. The construction technology comprises the following steps: Step I, prefabricating the corrugated steel web PC I beams: pedestal prefabricating construction, installation of a soffit formwork, installation of a reinforcement cage in a bottom plate, installation of a corrugated pipe in the bottom plate, installation of a positioning bracket and erection of a side formwork, installation of a corrugated steel web, pouring of concrete on the bottom plate, installation of a top plate molding template, installation of the reinforcement cage in a top plate, pouring of concrete on the top plate, and stretch-drawing of a cable in the bottom plate; Step II, displacement and erection of the corrugated steel web PC I beams; Step III, lengthways wet joint construction; Step IV, stretch-drawing of a cable out of the bottom plate and system conversion. According to the invention, the processing steps are simple, the design is reasonable, the implementation is convenient, the construction period is short, the construction quality is high, pedestal prefabricating and the positioning bracket are combined to complete bridge prefabrication, and the construction quality of the combined box girder bridge can be effectively ensured.

An artificial surfing facility for producing a standing wave, with an inclined ramp, to the upper end of which water is conveyed by at least one pump and at the lower end of which the water discharges into a wave pool. A standing wave is easily attained by there being an adjustable guide device in the wave pool at a distance from the bottom end of the ramp in the flow direction as a wave initiator. The wave pool, during operation of at least one pump, has a liquid level which is located above the liquid level of a main pool which surrounds the wave pool and the amount of water in the wave pool offers a defined resistance to the water flowing down the ramp so that the formation and height of the standing wave are influenced by the change of the flow velocity.

The cleaner includes a long pole having a mirror adjacent its upper end for inspection of the gutter from the ground without using a ladder. A gutter-clearing tool above the mirror has a downwardly angled arm provided with a lower working tip that may be in the nature of a scoop. The arm may comprise a two-part construction having an inner work component in the form of a pick for removing downspout clogs and an outer component in the nature of a scoop so that the cleaner can either be used with the scoop or pick as the exposed operating device. Components of the tool can be infinitely adjusted to accommodate gutters of various shapes and sizes and to assure that the user has positioned the device at the most advantageous angle of attack for inspection and cleaning.

The invention discloses a pneumatic body weight support monitoring training system and a pneumatic body weight support monitoring training method. The pneumatic body weight support monitoring training system comprises a supporting frame, an airbag, an inflating subsystem, a treadmill, a treadmill control subsystem, a gait analyzing and gait correcting subsystem, and a human-computer interaction computer, wherein the inlet of the airbag is connected to the rear part of the supporting frame; the treadmill is positioned in the airbag; a pressure sensor is arranged on the lower surface of the treadmill and is used for measuring the pressure on the treadmill; a computer transmits a control command to the inflating subsystem and the treadmill control subsystem, and transmits a data command with the gait analyzing and gait correcting subsystem. According to the body weight support training system disclosed by the invention, the upper limbs of a patient are not restricted; the independent training participating consciousness of a sick child can be improved remarkably; rehabilitation assessment accompanies the overall rehabilitation process, so that the rehabilitation is based on evidence. Moreover, the structure is safe and simple.

A display apparatus includes a base, a display screen part supported on the base turnably, a driving part for turning the display screen part in accordance with an inputted control signal, a turning prevention mechanism for preventing turning of the display screen part, a judgment part for judging on the basis of the inputted control signal whether the display apparatus is operated or not, and a controller for producing a signal for operating the turning prevention mechanism to prevent turning of the display screen part when it is judged that there is no operation to the display screen part and producing a signal for releasing operation of the turning prevention mechanism when it is judged that there is operation to the display screen part.

The invention discloses a standing-assisted chair with lifting devices. The chair comprises a chair frame, a motor, second transmission shafts and two lifting devices, wherein the chair frame is provided with front support legs and second cross beams; the second cross beams are connected with the back of the chair frame and upper ends of the front support legs; the two lifting devices are respectively fixed on two armrests, wherein first transmission shafts are hinged to the second cross beams; backstops are fixed on the second cross beams; lower ends of second connecting rods are hinged to front ends of the second cross beams; the second transmission shafts penetrate through two driving wheels in the two lifting devices, and second transmission wheels are driven by the motor. According to the standing-assisted chair with the lifting devices disclosed by the invention, the lifting devices are driven by the motor to drive a person who inconveniently stands up to stand up; through the arrangement of the backstops, the lifting devices are prevented from turning downwards, the heights of lifting frames can be adjusted in a certain range so as to be matched with persons of different heights; by adjusting the lengths of telescopic rods and synchronous rods, a distance between the two lifting frames is adjusted to be matched with persons of different shoulder widths.

The invention discloses a construction process of a large-span steel tube arch bridge without supports. The constructed large-span steel tube arch bridge is a tied-arch bridge erected on a river channel. A bridge upper structure of the tied-arch bridge comprises arch ribs and tie bars connected between every two arch pins of the arch ribs. Rigid frameworks are arranged in the tie bars. The construction process includes the following steps of firstly, splicing the single-piece arch ribs and the rigid frameworks of the tie rods on the land, wherein arch-shaped steel tube supports of the arch ribs and the rigid frameworks are spliced on a splicing field on a bank side of the river channel; secondly, hoisting the single-piece arch ribs and the rigid frameworks of the tie rods together and placing the arch ribs and the rigid frameworks in place; thirdly, constructing the arch ribs through concrete, wherein the arch pins and end beams are constructed, and concrete is symmetrically pressed and poured for the arch ribs; fourthly, conducting pouring through a tie rod concrete suspended form method; fifthly, installing middle beams. The construction process is simple in process step, reasonable in design, convenient to construct and good in construction effect; the construction process of the large-span steel tube arch bridge without supports can be easily, conveniently and rapidly completed without greatly influencing the navigation of the river channel.

A product vulnerable to damage during shipping, such as an automobile windshield glass, for example, is mounted on a support pad and fixed onto the pad by wrapping a stretch wrapping film around the combination of the pad and glass. The borders of the pad extend beyond the borders of the glass so the package containing the glass can be stood on edge, but the edge of the glass is spaced away from the surface on which the package is stood. Thus the glass, secured to the pad, is suspended away from that surface. Multiple packages can be packed into a shipping container and the loaded container can be lifted and transported by a lift truck with lifting forks received in passageways formed in the container by notches in the bottom edges of the support pads. The pads and containers are made of die-cut corrugated fiberboard material although other material might also be used in the practice of the invention.

A handheld mount assembly for portable electronic device includes a pistol style grip and suction cup assembly. The mount assembly functions as a gripping device for handheld use, a hands free stand, and a recharging station. The mount can be secured anywhere on the back of the electronic device, making the angle adjustable for stand use, and also allowing the user to position the device differently to accommodate his/her own needs. The mount can be secured to any planar, smooth surface including plates or trays providing a more stable and maneuverable option for eating without a table or carrying large trays.

The invention relates to an omni-directional rollator driven by mecanum wheels and relates to a rollator. The problems are solved that the mobility of a common wheelchair is low and great damage is caused to the health if a user sits on the wheelchair for a long time. Two mecanum wheels with built-in hub motors are arranged on the front side and the back side of a chassis, a pedal mechanism and aseat mechanism are arranged on the chassis, and a kneecap mechanism comprises a kneecap supporting plate, a pad plate, an adjustment block, an adjustment bending plate and a sliding sleeve; the pad plate is fixedly connected to the back surface of the kneecap supporting plate, one end of the adjustment block is fixedly connected onto the pad plate, the other end of the adjustment block is connected with the adjustment bending plate, and the adjustment block can move leftward and rightward perpendicular to the front and back direction; one end of the adjustment bending plate is inserted in thesliding sleeve and can move forward and backward, the sliding sleeve is fixedly arranged on a connection rod mechanism on the chassis, a chest protection mechanism comprises a chest protection plate and a handle, and the handle is fixedly connected to the back surface of the chest protection plate. The omni-directional rollator driven by the mecanum wheels is suitable for old people, disabled people, hemiplegia patients and lower limb paralysis patients who have difficulty in moving.

The invention discloses a prefabricating construction process for a corrugated steel web prestressed concrete I-shaped beam. The process comprises the following steps: 101, constructing a prefabricated pedestal; 102, mounting a bottom die plate; 103, mounting a reinforcement framework in a bottom plate; 104, mounting a corrugated pipe in the bottom plate; 105, mounting a positioning bracket and supporting a side die plate, wherein the positioning bracket comprises a supporting frame, and a plurality of positioning rods for positioning a corrugated steel web; 106, mounting the corrugated steel web, namely, mounting the corrugated steel web is mounted above the reinforcement framework in the bottom plate, and positioning through the positioning bracket; 107, pouring the concrete of the bottom plate; 108, mounting a top plate molding die plate; 109, mounting the reinforcement framework in a top plate; 110, pouring the concrete of the top plate; 111, stretching an inner cable in a bottom plate body. The prefabricating construction process is simple in steps, reasonable in design, convenient to implement, short in construction period, and high in construction quality; the prefabricated pedestal is matched with the positioning bracket to finish the prefabricating of a beam body, and the quality of a prefabricated beam body can be effectively ensured.

Disclosed is a safety device for motorcycle, the safety device for motorcycle comprising: a supporting assembly installed onto both lateral side of the motorcycle body, with a plurality of parts of which are rotatable relative to each other; a supporting wheel installed onto the supporting assembly which is rotatable relative to the supporting assembly a push-pull unit that connects the supporting assembly to the motorcycle body, pushes the supporting assembly in order for the supporting wheel contacting with ground, and pulls the supporting assembly in order for the supporting wheel for taking off the ground; and a control unit that controls the push-pull unit. According to the present invention the motorcycle will not easily fall down when it stops for a moment in driving, the driver can easily support the motorcycle, and the motorcycle will not incline over a predetermined angle in driving curved path.

The invention discloses a construction method for single-piece hoisting of an aluminum alloy vault of a large vertical storage tank. The aluminum alloy vault is fitted to the top of the large vertical storage tank in a covering manner; the aluminum alloy vault comprises a support frame and an outer mask covering the support frame; the support frame comprises a central connector and a plurality of ring beams distributed outside the central connector from inside to outside; the outer mask comprises a middle mask and a plurality of circumferential masks; the outermost one of the circumferential masks is an outer circular mask. The construction method includes: 1, assembling the aluminum alloy vault and a tank bottom; 2, mounting a tank top lift, namely, mounting the lift used for hoisting the required vault, outside the upper portion of the tank which is cylindrical; 3, hoisting the aluminum alloy vault; 4, fixing the aluminum alloy vault; 5, mounting the outer circular mask. The construction method has the advantages that steps are simple, the design is reasonable, construction is easier, construction is efficient, construction effect is good and the aluminum alloy vault can be hoisted to the large vertical storage tank simply and quickly.