Today, the main task of the Conference is: fully implement XX XX years working conference, summary of XX years work, analysis of the existing problems and the situation, deploy XX years. The following report to the General Assembly on behalf of my company to do the work, please consider. Report consists of three parts. Review the first part of XX years XX XX years production and management company working full shift the center of gravity and further consolidate and deepen the basis of cost control, control, improve the quality of management a critical year. A years to, in XX power annual workshop spirit, and six a breakthrough and cost leading strategy of guidelines Xia, we tightly around full construction five type Enterprise this a Center, pay close attention to the safety, internal control cost, outside extension market, through all employees of common efforts, success achieved II period engineering full completed, successfully completed the production business task, the work made has welcome of results and great of progress, company achieved has and good and fast across type development. A, and production business made fruitful results, promoted company career health development 1, and security situation good by control: face full into production Hou huge of safety pressure, through further implementation security responsibility, and strengthened daily management, and security management level get improve, in one fell swoop reverse has early continuous occurred non-stopped of passive situation, annual safety situation good by control, not occurred personal, and fire, and major mechanical equipment, and traffic, and career health and pollution accident. General equipment accidents unit 1, 3 times the value of the annual appraisal, non stop 4 times, 8 times the value of the annual appraisal, 1, comparing 07 are 3 times, corporate security control level has made considerable progress. 2, and run maintenance quality steadily improve: run management aspects, through further strengthened personnel skills training, analysis management in the of key link, developed and perfect work standard and implementation program, makes run management more specification ordered, management quality sharply upgrade, annual 33 times unit Kai stopped no errors, SSR-DS project debugging and four machine maintenance during, large operation and test not appeared any exception, created has 2nd, unit 453 days is nothing more than stopped run, 3rd, unit 350 days is nothing more than stopped run, more items security records; Unit maintenance aspects, after carefully planning, strictly construction, successfully completed has 5.276.10 line full stopped four machine maintenance, and #1 unit first a, level maintenance, annual the maintenance task, while, all maintenance security, and quality, and progress, and costs full by control, unit ignition, and grid once success, and repair Hou is nothing more than stopped accident, company plans maintenance management level get full upgrade, from essentially guarantee has equipment run of health stable. 3, the assets profitability increased significantly: in 2012 the截面设计本工程框架抗震等级为三级。根据延性框架设计准则，截面设计时，应按照“强柱弱梁”、“强剪弱弯”原则，对内力进行调整。框架梁框架梁正截面设计非抗震设计时，框架梁正截面受弯承载力为： (9-1-1)抗震设计时，框架梁正截面受弯承载力为： (9-1-2)因此，可直接比较竖向荷载作用下弯矩组合值M和水平地震作用下弯矩组合值M乘以抗震承载力调整系数后gRE的大小，取较大值作为框架梁截面弯矩设计值。即 (9-1-3)比较39和表43中的梁端负弯矩，可知，各跨梁端负弯矩均由水平地震作用控制。故表39中弯矩设计值来源于表43，且为乘以后的值。进行正截面承载力计算时，支座截面按矩形截面计算；跨中截面按T形截面计算。T形截面的翼缘计算宽度应按下列情况的最小值取用。AB跨及CD跨：=7.5/3=2.5m； ，故取=1.86m判别各跨中截面属于哪一类T型截面：一排钢筋取=70040=660mm，两排钢筋取=70065=635mm,则=14.31860130（660130/2）=2057.36kN.m该值大于跨中截面弯矩设计值，故各跨跨中截面均属于第一类T形截面。BC跨：=3.0/3=1.0m；=0.3+8.4-0.3=8.4m；;，故取=1m判别各跨中截面属于哪一类T型截面：取=55040=510mm，则=14.31000130（510130/2）=827.26kN.m该值大于跨中截面弯矩设计值，故各跨跨中截面均属于第一类T形截面。各层各跨框架梁纵筋配筋计算详见表49及表50。表格49 各层各跨框架梁上部纵筋配筋计算层号AB跨BC跨CD跨-MABz-MABy-MBCz-MBCy-MCDz-MCDy4负弯矩M（kNm）-213.6-181.8-188.86-188.86-181.18-213.60.1140.0970.1010.1010.0970.1140.1210.1020.1070.1070.1020.1210.9710.9490.9470.9470.9490.971配筋As（）925.84803.52839.35839.35803.52925.84实配钢筋3C203C203C203C203负弯矩M（kNm）-370.84-319.2-347.48-347.48-319.92-370.84 续表49层号AB跨BC跨CD跨-MABz-MABy-MBCz-MBCy-MCDz-MCDy30.1980.1710.1860.1860.1710.1980.2230.1890.2080.2080.1890.2230.8880.9060.8960.8960.9060.888配筋As（）1757.631486.61632.211632.211486.161757.63实配钢筋4C254C254C254C252负弯矩M（kNm）-452.60-445.3-500.02-500.02-445.63-452.600.2600.2580.2890.2890.2580.2620.3100.3040.350.350.3040.31