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1、pension Gold 8*60 5, living allowance 13*568 four main 1, 2015, financial, education, design section, under the leadership of our accountants to study the countrys financial policies, laws, and familiarity with financial system actively studying accounting, master professional knowledge and master t
2、he accounting technique, adhere to principles, properly implement superior departments accounting requirements. 2, give full play to accounting initiative, careful budgeting annually, and do a year-end work on the budget no budget expenditure, budget expenditures, strictly control expenditures. Ofte
3、n communicating with school leaders reported financial position, and in terms of revenue ideas, ways to strictly implement the financial system, two lines of income and expenditure. 3, further standardize the schools financial management system, created the democratic financial management group, dem
4、ocratic financial group checks the school each semester accounts. Reporting annually to the schools financial income and expenses, so that all the teachers of school finances be aware. 4, with the school leadership greater control in school debt, does not give to the debt did not comply with procedu
5、res in the accounts. 5, various infrastructural projects to the school can do to teach . The poverty alleviation of poverty alleviation and training with the combination of the proposed by 2014. In the province, the city poverty alleviation and immigration office careful guidance and county Party co
6、mmittee and government of the correct leadership, the county seriously practice the scientific development view, and counties around the target, and comprehensively implement the Central Committee and the State Council on poverty alleviation immigration policy, adhere to the, strengthen infrastructu
7、re construction, accelerate the poor areas and immigration of education, health, culture and other public welfare undertakings development, the whole village advancement and the new rural construction, through the entire village advancement, poverty alleviation immigration, intellectual, social, ind
8、ustrial and other means, increasing the masses of poor and immigrant economic income a year, I do all the work staff Through joint efforts and struggle, and achieved excellent results, 2014 for 2666 million yuan project funds, and 2013 compared to increase by 60%, poverty alleviation and resettlemen
9、t work was named the citys third, Tan Lun Tan reservoir migrants synthetic immigration village as the citys economy to inspect a major bright spot, makes the contribution to the economic and social development in Qianshan. For 2020 together to achieve well-off society to make enormous contribution,
10、is now on the 2014 since the county to carry out the implementation of poverty alleviation and resettlement work are summarized as follows: A, poverty alleviation work 1, entire village advancement. Our countys agricultural population of 38 million people, poverty population of 4.9 million people, a
11、ccounting for 1 2.9%. The county, Twelfth Five Year Plan, will focus on poverty alleviation in the village of 14, since poor agricultural village has a total population of 2.55 million, poverty population 0.518 million people, accounting for 20%.2014 years, total planning project 20, 851 million yua
12、n of total investment, including 280 million yuan of poverty relief funds of central finance, county matching funds of 70 million yuan department support funds 3.76 million yuan, self目 录大梁模板专项施工方案2一、工程概况2二、 编制依据2三、施工前准备2（一）、材料2（二）、施工条件3四、施工工艺3（一）、构造做法3（三）、质量标准8（四）、模板拆除质量应符合的规定10六、支模监测10六、梁板支模计算书11 大
13、梁模板专项施工方案一、工程概况工程名称：丽都国际中心工程建设单位：成都盛邦信息技术有限公司监理单位：四川城市建设监理咨询有限公司建设地点：成都高新区14号金融区设计单位：四川山鼎建筑工程设计股份有限公司工程内容：本工程总建筑面积353160平方米，其中地下建筑面积为82500平方米，地上建筑面积为270660平方米，地下为5层，1号办公楼为50层；2号办公楼为48层，3、4号住宅楼为38层；裙楼为4层，1、2号办公楼建筑最高点为193.95米，3、4号住宅楼建筑最高点为131.30米，裙楼建筑最高点为23.70米。本工程在结构上涉及高大模板，主要梁尺寸为：4002300、3002300、550
14、2300、4002000、4002700、4002800、3002800、2003100、4002000、5502000.其中最大线荷载梁位于地下室1层顶板1#楼位置，梁截面尺寸为5502300，本方案计算按照最大梁计算。二、 编制依据建筑施工扣件式钢管脚手架安全技术规范JGJ130-2011；建筑施工模板安全技术规范（JGJ162-2008）；混凝土结构工程施工质量验收规范（GB502042002）(2011版)建筑施工手册（第三版）中国建筑工业出版社；丽都国际中心工程建筑结构施工图；建设部87号文成都市建设委员会建设工程高大模板支撑系统施工安全监督管理导则三、施工前准备（一）、材料根据现有
15、实际情况选择高支模施工的使用材料如下1、 楼面模板、梁侧模和底模模板采用18mm厚夹板；2、 梁底、侧模板的竖直枋木采用80mm80mm枋木；3、 梁底托梁采用80mm80mm枋木或3.0厚48双钢管；4、 楼面模板底采用80mm80mm枋木；5、 梁、楼面支顶采用3.0厚48钢管脚手架、可调式U型上托盘和可调式或固定底座；6、 剪刀撑、纵横水平拉杆采用3.0厚48钢管。钢材采用Q235。 （二）、施工条件1、模板涂刷脱模剂，并分规格堆放，根据图纸要求，放好轴线和模板边线，定好水平控制标高。2、柱混凝土浇筑完毕。3、根据模板方案、图纸要求和工艺标准，向班组进行安全、技术交底。4、钢管支撑地基应
16、平整夯实，并满足承载力要求，应有可靠的排水措施，防止积水浸泡地基。5、模板安装前，先检查模板、构配件质量，不符质量标准的不得投入使用。四、施工工艺（一）、构造做法1、5502300mm（550*2000mm等梁按此做法）梁侧模板竖枋间距300mm，梁底横枋间距300mm，梁垂直方向对拉螺栓设4道，对拉螺栓直径14mm，对拉螺栓垂直方向距离在梁底上分别为390mm、780mm、1170mm、1560mm以及1950mm，对拉螺栓水平方向距离600mm，用孖钢管作为横楞，用蝴蝶扣及对拉螺栓联结。托梁采用3.0厚48双钢管，托梁纵距450mm，横距为500mm，钢管立杆纵向间距450mm，横间距为500mm（2支一排），立杆须与纵
