107results about How to "Safe and smooth" patented technology

A saw blade assembly for use with a driver having an oscillatory drive member comprises an elongate sheath and an elongate monolithic blade. The sheath's proximal end is removably mountable on the driver. The sheath has an open interior which receives the blade. The blade's proximal end is pivotably mounted to the sheath's proximal end. The blade's distal cutting end extends out of the sheath's distal end and is transverse to the blade's central longitudinal axis. When cutting bone, the drive member pivots the blade's cutting end back and forth in an arc about a pivot point at the blade's proximal end while the driver holds the sheath stationary to protect surrounding tissues from the motions of the remainder of the blade. The long pivot radius between the proximal pivot point and the distal cutting end contributes to minimizing the angle of engagement of the cutting end to the bone.

The content of the voice designation of a designator is recognized by a voice recognition part 130 at the time of controlling a robot, and the content of the indication of gesture or the like is recognized by an image recognition part 120. A movement destination and a map around the specific position designated are referred from a map data base 150 registering the position of an obstacle and the current position estimated by a self-position estimation part 140. After movement ease is decided by a movement ease decision part 112, the behavior is decided. When movement designation is given to the robot, correspondence according to a situation can be performed.

An electric miter saw includes a base, a cutting table, a cutting member and a link arm. The cutting table is mounted on the base. The upper portion of the link arm is connected to a cutting member with the cutting saw blade driven by a motor. The lower portion of the link arm is connected to the upper portion of a supporting member and secured by a threaded central bolt. The linear ball bearing is mounted in the inner aperture of the supporting member, which is slidably connected to the slide rod by a linear ball bearing. At the outer end of the slide rod is mounted a position limit socket. The inner end of the slide rod is connected and secured beneath the cutting table via a releasable securing configuration mentioned above. A flexible blade guard is also provided.

The invention discloses a far field key stratum roof cutting and pressure releasing roadway protection method based on a triangular plate structure model and belongs to the field of coal mining. The method comprises the steps that the stratum position of a far field key stratum influencing working face free roadway mine pressure behavior is determined; the arranged position coordinate of ground drilling is determined, and drilling construction is conducted; and a complete cutting fracture plane parallel to a coal pillar is formed on the far field key stratum through the ground drilling fracturing technology. Presplitting of the far field key stratum above a free roadway in advance is facilitated, and the cutting plane parallel to the coal pillar is formed on the far field key stratum, so that stress transferring is obstructed, mine pressure is released, the length of a lateral rotation block body of a fractured side original roof rock stratum of the free roadway is reduced, the strong mine pressure behavior of the free roadway can be relieved essentially, the supporting requirement of a roof is reduced, accordingly the reserved width of the coal pillar is reduced greatly, the coal recovery rate is increased effectively, and economic benefits are increased.

The embodiment of the invention discloses a wireless network system, which comprises a controller resource cell including all or some controllers in a wireless network. The controller resource cell includes a first controller and a second controller. The first controller is used for establishing a master attribution link with a base station, and the second controller is used for establishing a slave attribution link with the base station. When the master attribution link fails, the second controller is used for establishing a new master attribution link with the base station. The embodiment of the invention further discloses a communication method of the wireless network system, a controller and a base station. The scheme provided by the embodiment of the invention improves the reliability of network, increases utilization ratio of device resources and resistance to burst flow, reduces cost, shortens time for disaster-tolerant switching/interrupting service, and can satisfy high reliability requirement of a network operator.

An elevator system for traveling on a rail attached to the outside of a high-rise building. One elevator has a telescopic arm attached for reaching any position on or above the building. The telescopic arm consists of two parts, which are interconnected with a pivoting mechanism. The crane portion has a rotating mechanism and a pivoting mechanism for supporting one end of the arm. A functional compartment is provided in a building, a sliding frame is mounted in this compartment, connected with jack mechanisms; with the help of these mechanisms the sliding frame can slide beyond the outer limits of the building and back. Smooth and safe sliding of the frame is ensured by its supporting wheels sliding in guiding rails mounted in the surfaces of the functional compartment. The sliding frame is equipped in its front part, with a receiving panel with the right and left “pocket” guiders on it. The attachable section of the H-shaped rail is equipped with a mounting panel, wit the similar square structure as of the receiving panel. The thickness of the mounting panel is less than a clearance between the “pocket” guiders and the outer surface of the receiving panel. The receiving panel is supplied with beveled guiding sides, and the mounting panel—with lower rounded corners. The lower part of the functional compartment has a concrete basis. The auxiliary portion has a movable ladder. The back surface of the cabin is equipped with an attachable frame supplied with round mechanical brushes and a profile with holes for fluid sprayers and air routes. The frame is also equipped with fixing handles for mounting-demounting operations of the attachable frame.

An electrode catheter comprising: a catheter body (10) having one or more inner pores; a control handle (20) connected to the base end of the catheter body (10); and a catheter tip (30) which is connected to the top end of the catheter body (10), which has an inner pore communicatively connected to at least one of the inner pores of the catheter body (10), and which is formed in a circular, loop-like shape, wherein the catheter tip (30) has two or more ring-shaped electrodes (31) attached around the rim thereof and also has a spherical chip electrode (32) attached to the end part thereof. The electrode catheter can measure a potential almost on the whole area of the catheter tip and hardly damages the inner wall of a blood vessel with the end part of the catheter tip.

A ramp for use in bridging from a floor of an ISO standardized intermodal freight container to a placement pad on which the container is placed. An upper lip of the ramp is configured to engage with lower locking lugs of the container, which, although they are not covered by the standard, are found on most containers to be of similar design and located at substantially the same location on each container. The engaged upper lip of the ramp prevents movement of the ramp away from the container and in sideward directions to provide a safe surface for use by workers and equipment when loading or unloading the container.

A road soil slope willow post protection technique comprises a slope protection and a bridge protection. The invention is characterized in that the slope protection comprises seed selection, ground furnish and mechanical posting; the bridge protection comprises seed selection, ground furnishing, drawing line and positioning, digging concaves, and planting the seed. The invention can be used to protect two side slopes of road.

The invention discloses an auto-induction warning sign for ponding road segments. The warning sign is characterized by comprising a water level detector, a light-emitting diode (LED) traffic sign and a central control unit. The central control unit is connected with the water level detector and the LED traffic sign to achieve the central control function of the ponding road auto-induction warning sign, and converts monitoring data of the water level detector into various warning display states of the LED traffic sign; and a solar storage battery arranged on the LED traffic sign supplies power for the warning sign. The auto-induction warning sign for ponding road segments warns passers-by to notice the front water level situations in advance and drive cautiously, hence, the promptness and the effectiveness of traffic management and control are achieved, accidents are prevented, and the smooth traffic safety of wading roads is guaranteed; the solar storage battery is used for supplying power, external power supplies are not needed, so that external limits that electricity is unavailable in remote sections are avoided.

A travel control device for a vehicle is configured to execute a self-driving control based on a traveling state and traveling environment information of the vehicle. The travel control device includes a controller. The controller estimates execution of a right turn and a left turn from a traveling lane of the vehicle based on the traveling state and traveling environment information. When execution of either one of the right turn and the left turn from the traveling lane of the vehicle is estimated, the controller varies a traveling path from the traveling lane to a lane after the execution of the estimated turn according to the traveling state and traveling environment information to perform a right or left turn control of the vehicle.

The invention discloses a pipe-jacking construction method for a large section of a complicated formation. The pipe-jacking construction method for the large section of the complicated formation comprises the steps of control of settlement of existing structures in a pipe-jacking construction process, control of construction parameters during jacking in different geological formations, control ofjacking in a formation which is soft in top and hard in bottom, control of jacking in a hard rock stratum and line-type control in curve pipe-jacking and process. A seam at a curve pipe-jacking jointmeets the requirement, it ensures that water does not leak from a seam between pipes, the engineering quality is ensured, a jacking pipe can successively downwards penetrate through a high-speed waterguiding pipe and a sewage pipe, the safety of various structures is ensured, it can be ensured that settlement of a pipe-jacking line is in a controlled state, potential safety hazards are reduced, settlement can be controlled effectively, the jacking pipe can safely and smoothly penetrate through the formation, the safety of opening a bin for changing a knife can be ensured, and smooth jacking of a pipe-jacking machine under the condition of hard rocks is ensured.

A hemostasis device for controlling bleeding during a surgery is provided. The hemostasis device includes a first portion, which has a close structure, an adjusting device connected with the first portion, and a second portion connected with the adjusting device. The first portion is affixed to the patient to surround the surgical area, and a user adjusts the adjusting device to move the second portion to stress the patient to control bleeding during the surgery.

The embodiment of the invention discloses an automatic test system and method. The system comprises a service platform and a security device arranged in a test site, test information is generated by the service platform and sent to an industrial computer, the industrial computer controls the to-be-tested vehicle to run in the test site according to the received test information, parameter information of each part on the to-be-tested vehicle is collected and sent to the service platform through the industrial computer, so that the service platform evaluates the to-be-tested vehicle according tothe received parameter information in combination with the preset evaluation criterion. Thus, the to-be-tested vehicle is tested automatically, labor and time cost is reduced, the security device isused to adjust a driving track of the to-be-tested vehicle, and vehicle safety and smooth test are ensured.

The embodiment of the invention discloses a wireless network system. The wireless network system comprises a controller resource pool which is formed by all or part of controllers in a wireless network; the controller resource pool comprises a first controller and a second controller, wherein the first controller is used for establishing a primary affiliation connection with a base station, and the second controller is used for establishing a secondary affiliation connection with the base station and establishing a new primary affiliation connection with the base station when a fault occurs in the primary affiliation connection. The embodiment of the invention also discloses a communication method of the wireless network system, the controllers and the base station. By the scheme provided by the embodiment of the invention, the reliability of the network is improved, the utilization ratio of equipment resources is increased, the capability of burst flow resistance is improved, the cost is reduced, the service interrupting time by fault-tolerant switching is shortened, and the requirement for high reliability of an operator is met.

The invention relates to a temperature-control-based anti-freezing material and a preparation method thereof. Hydrophobic treatment is performed on anti-freezing agent core material at first, then theanti-freezing agent core material is thrown into a hydrogel reaction liquid, and the temperature-control-based anti-freezing material is manufactured after a hydrogel is formed on the surface of thecore material. The temperature-control-based anti-freezing material is hydrophobic due to hydrogel shrinkage under the high-temperature condition, and is hydrophilic due to hydrogel swelling at low temperature, and release of the saline content in the anti-freezing material can be controlled in real time according to the external temperature, so that an anti-freezing agent can work normally in winter. Invalid release of the saline content can be prevented for reduced in a high-temperature rainy season, so that the function time limit of the saline content in bituminous pavements is effectivelyincreased, and the service life of the anti-freezing material is prolonged.

The invention provides a frame structure system and a construction method thereof. The frame structure system comprises a plurality of composite columns and composite beams. Each composite column comprises a prefabricated column mold shell and a cast-in-situ concrete column inner core. Each composite beam comprises a prefabricated beam mold shell and a cast-in-situ concrete beam inner core. The top side of each prefabricated beam mold shell is provided with a grouting hole and an exhaust hole. 1-20cm of the end head of each composite beam is in lap joint with the edge of the top side of the corresponding composite column. The composite beams and the composite columns are connected through cast-in-situ concrete to form beam-column joints. The end heads of beam rebars of the composite beamsextend out of the ends of prefabricated beam mold shells and are anchored in the cast-in-situ concrete of the beam-column joints. The construction method comprises the following steps that prefabricated column mold shells are hoisted to the predetermined positions; the cast-in-situ concrete beam inner cores of the composite columns are formed through grouting; the prefabricated beam mold shells are hoisted, and 1-20cm of the end heads of the prefabricated beam mold shells are in lap joint with the edges of the top sides of the prefabricated column mold shells; templates at the beam-column joints are erected; the cast-in-situ concrete beam inner cores of the composite beams are formed through grouting; the concrete at the beam-column joints is grouted; and the steps are repeated until construction of the building frame is completed.