35results about How to "Size does not change" patented technology

The invention provides a metal carrier band for packaging a noncontact module with large size which is characterized in that the metal carrier band comprises a chip bearing region which can bear a chip of 3.9*4.5mm. The chip which is 1.5 times of the area of a common chip can be bear and packaged, and a module product with the same mechanical size is obtained. By the improvement of the metal carrier band and under the premise of the increased size of the packaged chip, the combining force of a mould body with the metal carrier band is improved to the maximum extent after the mould packaging, therefore, the mechanical force resistance of internal devices is improved greatly. The carrier band is packaged in a reeling way. Under the premise of not adding the investment, the present conventional packaging process and the existing equipment can be used for producing products with better quality, therefore, the application of high-end chips, such as noncontact intelligent electronic passport, EMV band card, and the like in the intelligent card field is expanded.

The present invention relates to the communication field, and discloses a DCI transmission method and device under cross-band carrier aggregation. The method is as follows: for LTE-A UEs that aggregate carriers with different TDD uplink / downlink configurations, according to pre-agreed rules or high-level The signaling configuration information determines whether the DCI format used for scheduling the PDCCH of the PUSCH includes the DAI and the UL index, and is independently determined for the CSS and the USS. In this way, the size of the DCI transmitted in the CSS can be guaranteed not to change, thereby ensuring the normal transmission of cell public information. At the same time, the specific bit fields in the DCI can be reasonably determined in the USS according to actual needs, thereby supporting UL multi-frame scheduling and / or Or resource overhead control of ACK / NACK on PUSCH.

The invention discloses a separation type damping energy consumption three-dimensional seismic isolation support which comprises a horizontal seismic isolation unit arranged between an upper structure and a middle bearing platform, and a vertical seismic isolation unit arranged between the middle bearing platform and a foundation bearing platform. The horizontal seismic isolation unit is a vertical lead rubber support which is axially and vertically installed, and the vertical seismic isolation unit is formed by connecting at least two inclined lead rubber supports equal in size specification in parallel to form a set of outward expanding cylindrical structure in space symmetry so that the vertical deformation borne by the vertical seismic isolation unit can be transformed into inclined deformation and outward expanding displacement of the inclined rubber supports. An upper friction plate and a lower friction plate are arranged between the vertical seismic isolation unit and the middle bearing platform, and initial supporting force is provided and seism / vibration energy is dissipated through friction sliding of a contact face. According to the separation type damping energy consumption three-dimensional seismic isolation support, seism and environment vibration in three directions can be isolated at the same time, the seism / vibration response and seism / vibration transmission of a protected structure or device with the separation type damping energy consumption three-dimensional seismic isolation support are effectively controlled, and the safety under the seism / vibration action is protected.

The invention discloses an energy dissipation three-dimensional isolation bearing with oblique slide damping, which comprises a three-dimensional isolation device which is arranged between an upper structure and a foundation bearing platform. The three-dimensional isolation device is composed of horizontal isolation units, a friction energy dissipation unit and a vertical isolation unit which are in up-and-down serial connection. The horizontal isolation units are vertical lead rubber bearing are in axial vertical installation. The friction energy dissipation unit consists of an upper friction card slot and a lower friction card slot which are respectively in buckle connection. Through the sliding friction of contact surface , the initial support and dissipation shock / vibration energy is provided, and a certain tensile function is produced. The vertical isolation unit comprises at least two dimensions tilting the lead rubber bearing in parallel connection, which forms a set of cylindrical structure with symmetrical space. The vertical deformation of the vertical isolation unit is transferred into the inclined deformation and expansion displacement of an inclined rubber bearing. The energy dissipation three-dimensional isolation bearing with oblique slide damping also isolates three-direction earthquake and environmental vibration. By using the device of the protected structure or equipment under earthquake vibration / shock / vibration response and shock / vibration transfer will be brought under effective control, and the safety is protected under shock / vibration.

The invention discloses a three-dimensional shock isolation device. The three-dimensional shock isolation device comprises at least one three-dimensional shock isolation unit arranged between two embedded plates. Each three-dimensional shock isolation unit is composed of a horizontal shock isolation device and a vertical shock isolation device, wherein the horizontal shock isolation device and the vertical shock isolation are arranged in a vertical series connection mode. The horizontal shock isolation device is a vertical column-shaped elastic body arranged in a vertical mode in the axial direction, and the horizontal shock isolation device carries out elastic deformation through radial displacement deformation and torsion angle displacement deformation of the vertical column-shaped elastic body. The vertical shock isolation device is formed by parallel connection of at least three inclined column-shaped elastic bodies with equal dimensions so as to form a winding assembly body space structure, and therefore vertical deformation stood by the vertical shock isolation device is converted into inclined displacement and torsion placement of the inclined column-shaped elastic bodies. The three-dimensional shock isolation device can isolate three-way earthquake and environment vibration at the same time, and therefore shock / vibration response and shock / vibration delivery of a protected structure or device adopting the three-dimensional shock isolation device and under the effects of earthquake / the vibration can be controlled effectively, and safety under the effects of earthquake / the vibration can be guaranteed.

The invention provides a profiled air cylinder which is provided with an air cylinder barrel, an air cylinder end cover connected with the air cylinder barrel, a piston arranged in the air cylinder barrel, a piston rod connected with the piston and a spring arranged on the piston rod, wherein the shape of the inner cavity of the air cylinder barrel is set as a long circle; the shape of the piston is set as a long circle; the piston is matched with the air cylinder barrel; a long-circular long shaft L passing the center is 35mm; a long-circular short shaft D passing the center is 28mm; a long-circular sealing gasket is arranged between the air cylinder end cover and the air cylinder barrel; a bearing is arranged in the piston; and the piston is provided with a cushion pad. In the invention, since the shapes of the air cylinder barrel and the piston of the profiled air cylinder are respectively set as the long circle, the effective area is increased, and thereby, the thrust of the profiled air cylinder can be increased without changing the distance 32mm between the shafts.