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Ruixia

Ruixia Li, Beijing CN

Patent application numberDescriptionPublished
20090318643Catalyst Component for Ethylene Polymerization, Preparation Thereof and Catalyst Comprising the Same - The present invention relates to a catalyst component for ethylene polymerization, which comprises a reaction product of a magnesium complex, at least one titanium compound, at least one alcohol compound, at least one silicon compound, and optionally an organic aluminum compound. The silicon compound is an organic silicon compound having a general formula R12-24-2009
20110046325CATALYST COMPONENT FOR ETHYLENE POLYMERIZATION, PREPARATION THEREOF, AND A CATALYST COMPRISING THE CATALYST COMPONENT - A catalyst component for ethylene polymerization, comprising an organic silicon compound of the formula (I), below wherein R02-24-2011

Patent applications by Ruixia Li, Beijing CN

Ruixia Liu, Beijing CN

Patent application numberDescriptionPublished
20090157361METHOD OF WELL PLACEMENT MODELING AND GEOSTEERING - The present invention is a method of establishing a geographical model of a wellbore that includes receiving a first geographical model of the wellbore and receiving measured log data and a trajectory of the wellbore. A first simulated tool response is simulated along the trajectory based on the first geographical model. A measured tool response is determined based on measured log data. A first portion of the first simulated tool response corresponding to a second portion of the measured tool response is found wherein the first portion and the second portion have substantially a same interval of length along the trajectory. The first portion and the second portion are compared to generate a second geographical model. The second geographical model can be used to geosteer a bottom hole assembly.06-18-2009
20100182313IMAGE GENERATION OF A WELLBORE - The present invention is a method of creating an image in a wellbore that includes receiving input data from a wellbore at one or more measured depths. The input data including geometry of wellbore, tool setting, survey data, trajectory of wellbore (button angle) etc. One dimensional arrays are constructed for a measured depth in one direction by a) calculating maximum positive amplitudes from input data and b) obtaining a sinusoidal line at a measured depth from the maximum positive amplitudes and assigning the sinusoidal line physical property. The calculations of a) and b) are repeated to obtain multiple arrays. A synthetic image is constructing from the multiple arrays and a synthetic image is outputted.07-22-2010

Ruixia Zhang, Shenzhen CN

Patent application numberDescriptionPublished
20120093121 Method and System for Sending Buffer Status Report - The present invention discloses a method and system for sending a buffer status report, where a UE can wait until a condition of triggering the buffer status report is satisfied; and when the condition of triggering the buffer status report is satisfied, the UE sends a buffer status report of dynamic schedule service data to an eNB when the semi-persistent schedule is activated; and sends a buffer status report containing both semi-persistent schedule service data and dynamic schedule service data to the eNB when the semi-persistent schedule is not activated, to report the total amount of data in an uplink buffer of the UE.04-19-2012

Ruixia Zhang, Shenzhen City CN

Patent application numberDescriptionPublished
20120155416METHOD AND EVOLVED NODEB FOR SEMI-PERSISTENT SCHEDULING REACTIVATION - The present invention provides a method and an eNB for reactivating semi-persistent scheduling. The method comprises: an eNB (06-21-2012

Ruixia Zhang, Hubei CN

Patent application numberDescriptionPublished
20130174361THREE-TRUSS CONTINUOUS STEEL TRUSS GIRDER-PUSHING DEVICE AND ARRANGEMENT METHOD THEREOF - The present invention claims a three-truss continuous steel truss girder-pushing device and an arrangement method thereof. The device comprises three supporting structures of left, center and right, the three supporting structures are provided respectively with left and right side truss slideway girders and a middle truss slideway girder. The front ends of the slideway girder are provided with an operating platform where horizontal continuous pushing jacks are installed; the front ends of the left and right slideway girder and the center slideway girder are each provided with four vertical lifting jacks. The three-truss continuous steel truss girder-pushing device simultaneously pushes the two side trusses of the steel truss beam only, while the center truss slides passively, thereby improving construction efficiency and reducing construction costs.07-11-2013
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