35results about How to "Improve connection performance" patented technology

The invention relates to an outer partition wall built by adopting light concrete partition wall boards and a construction method thereof. The outer partition wall is formed by splicing a plurality of abreast light aggregate concrete partition wall boards, and is arranged between two adjacent sideboards of a main body structure, rear groove-type embedded parts are sheathed at the tops and bottomsof splicing seams of the light aggregate concrete partition wall boards, each rear groove-type embedded part is formed by welding an L-shaped steel board and a straight steel board, the horizontal edges of the L-shaped steel board are fixed on the sideboards by virtue of bolts, the vertical edge of the L-shaped steel board are parallel to the outer edges of the sideboards, the light aggregate concrete partition wall boards are shorter than the vertical distance between the two adjacent sideboards, the light aggregate concrete partition wall boards press against the rear groove-type embedded parts at the top, and plugging materials are filled in gaps among the rear groove-type embedded parts at the bottom. The outer partition wall and construction method provided by the invention belong tothe technical field of outer partition walls; the out partition wall provided by the invention has good load-carrying capacity; and the construction method has the advantages of simplicity and convenience in construction, shorter construction period, and the like, and is applicable for construction for the outer partition walls by using the light aggregate concrete partition wall boards.

The invention discloses a penetrating type connector combination. The combination comprises a main body part and a cable, the cable includes core wires, the main body part comprises a joint, conducting terminals and a pedestal, the pedestal is provided with wire ducts, and the width and depth of the wire ducts match those of the core wires; and the bottom of the wire ducts is provided with connecting terminals which are electrically connected with the conducting terminals; an upper cover is fixed on the pedestal, and includes through holes which are aligned with the wire ducts respectively up and down; and penetrating sheets are inserted downwardly into the through holes, and make contact with the connecting terminals by penetrating the core wires. The penetrating type connector combination has the advantages that the core wires are pressed into the wire ducts and are thus very easy to assemble; the core wires tend not to offset or rotate in the wire ducts due to pressure by the penetrating sheets, and it can be ensured that the penetrating sheets can be inserted in places accurately; and the connecting terminals including positioning holes, the penetrating sheets are inserted into the positioning holes after penetrating the core wires and thus fixed in both up and down, the penetrating sheets cannot be loosened event the cable is drawn by a large force, and the reliability is extremely high.

The invention relates to an equal rigid arm speed locking seismic isolation bearing which perfectly unifies the temperature displacement and seismic isolation function and also achieves the miniaturization requirement on the premise of guaranteeing the isolation effect. The technical scheme adopted by the equal rigid arm speed locking seismic isolation bearing includes a top seat board, an equal rigid arm, a shock transmission unit and a connecting seat. The top seat board is arranged at a steel basin. A sliding plate and a longitudinal guide are placed between the top seat board and the bottom seat plate. A ball concave plate welding is arranged at the bottom seat plate. The connecting seat is arranged at the right angle inside of the top seat board. The shell of the shock transmission unit is arranged at the top seat board. The end of a piston rod extending at both ends of the shell of the shock transmission unit is provided with a connecting block which is provided with a trapezoid tooth. The trapezoid tooth arranged at the connecting block mutually occludes the trapezoid tooth arranged at the connecting seat. One end of the equal rigid arm is connected to the bottom seat boar in hinge mode, while the other end is connected to the shell of the shock transmission unit in hinge mode. At least a pair of connecting seats symmetrically is arranged at the bottom surface of a top baseplate and at least a shock transmission unit is arranged at one side of the top seat board.

In a switching device (1), in particular a D.C. switching device, with at least one electric input (2) and at least one electric output (3), at least one first switching contact (4) and a movable switching bridge (11), the switching device (1) further having an arc-extinguishing arrangement (6) with at least one arc-extinguishing chamber (7) and a U-shaped yoke (8) arranged around the outside of portions of the at least one arc-extinguishing chamber (7), at least one first limb (9) of the U-shaped yoke (8) has a predeterminable number of passages (10).

The invention relates to a bridge prefabricated hollow pier column post-cast connection structure, which is characterized in that the structure includes a prefabricated hollow pier column, a pier column foundation and a post-cast concrete pier wall; the top surface of the pier column foundation is pre-embedded with a connecting steel plate, The center position is provided with an installation limit block to limit the installation position of the prefabricated hollow pier column; the prefabricated hollow pier column is fixed on the pier column foundation through the connecting steel plate; the prefabricated hollow pier column is covered with a steel casing, and the outer wall of the steel casing is provided with Steel ribs; the outer periphery of the bottom of the prefabricated hollow pier column is poured with a concrete pier wall, and the inner hollow position is filled with a concrete core section formed by slightly expanding concrete. The structure involved in the invention has fast construction speed, high connection strength, good overall stress performance and strong earthquake resistance due to the adoption of prefabrication technology, and has better technical and economic benefits. The invention also discloses a construction method for the bridge prefabricated hollow pier column and foundation connection structure.

The invention provides a positioning updating method and a mobile terminal. The position updating method comprises the steps that the mobile terminal makes sure that a cell attached to a first SIM card supporting 2G / 3G modes changes; the mobile terminals triggers a second SIM card supporting an LTE mode to carry out CS domain target cell searching; the mobile terminal sends the mark of the CS domain target cell searched for by the second SIM card to corresponding network equipment, so that when the network equipment makes sure that the CS domain target cell is different from a CS domain first cell, a position updating request is sent to the network equipment corresponding to the mark of the CS domain target cell, and then data of the mobile terminal are input into the network equipment corresponding to the mark of the target cell. According to the position updating method and the mobile terminal, the data of the terminal can be input into the network equipment corresponding to the target cell in time, when the mobile terminal carries out CSFB dropping, the mobile terminal can rapidly drop back to the cell where the terminal is located, and service connection capacity and the success rate are improved.

The present invention provides a method for redundant joint attachment, including: MME sends a message to the VLR corresponding to the 3G network, and the VLR stores MME information, and creates an association between the MSC of the 3G network and the SGs of the MME; and makes the HLR store the MSC position information of the 3G network ;Then the MME sends a location update request to the MSC of the 2G network, the VLR of the 2G network stores the MME information, and creates the relevant SGs association; and makes the HLR store the location information of the MSC of the 2G network; when there is an incoming call, if the MSC of the 3G network appears Failure, the HLR obtains the roaming number from the MSC of the 2G network to obtain the home location information of the mobile terminal, and the mobile terminal falls back to the 2G network cell to establish a call. The invention also includes a corresponding system. In the method and system of redundant joint attachment of the present invention, when the 4G multi-mode card has a voice service that needs to fall back, and the MSC of the 3G network is abnormal or the corresponding SGs interface fails, the call request is completed by the attached MSC of the 2G network , Improving the business connection ability and success rate.