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1、evaluation of scientific development. Nature security type-nature security is to maintenance people of health value for target, through strengthening security based management, and risk management, and equipment management and technology supervision, ensure production in the people, and real, and sy
2、stem, and system, elements security reliable, and harmony unified, full control various against factors, achieved thought no slack, and management no empty document, and equipment no hidden, and system no blocked, and unit zero non-stopped. Quality and efficiency-quality benefit is to adhere to the
3、enterprise survival, profit and development business truth, adhere to the all activity is economic activity, all costs can be controlled, money should not be wasted management philosophy, management analysis, to improve management quality, improve cost control capacity and market competitiveness. In
4、novation of science and technology-science and technology innovation is to play the role of science and technology as the primary productive force, active use of new technologies, new materials, new processes, new equipment, increase investment in science and technology, strengthening scientific and
5、 technological training, speeding up transforming scientific and technological achievements, forming a number of proprietary technology, enhancing core competitiveness. Resource-saving-the-resources saving enterprise was to reduce coal consumption, water consumption, electricity at the core, enhance
6、 the operation of lean management to realize low consumption, high efficiency, reduce production costs. Second is to strengthen the business, financial, material, information and the optimization of organization and management, saving the internal transaction costs. Harmonious development of harmoni
7、ous development-is to construct a foreign environment for development. XING refers to the internal security firm and internal management of the internal management measures are effective, harmonious. Foreign currency means Enterprise coordinating development of homeopathy, well, get along with the n
8、eighbors better. (B) XX 2013 five enterprises building intrinsic safety power company goals are: unplanned outage 0 times. Class of disorders 0, 0 is equivalent forced outage rate. No personal injury accident, material and equipment accidents do not occur, no fire, no environmental pollution acciden
9、t. Enterprise integrated to achieve zero cases of violation, zero accidents, zero. Quality goal is: when generating capacity 7.5 billion-kilowatt, sales of over 7.11 billion kWh, total profits of 306.6 million Yuan, . BFS+、PI、MIS、SCM Information systems infrastructure, fully integrated information s
10、ystem to realize information resources sharing; to expand the breadth and depth of the portal system, information system of Enterprise Management Assistant role to play; to improve the day-to-day operation and maintenance operation record of promoting causes and transfer system; to strengthen the tr
11、aining丽攀高速公路JL1总监办监理规划第一章 工程概况一、项目简介：丽江至攀枝花高速公路攀枝花段工程项目起于川滇省界攀枝花市仁和区福田镇，接规划的丽攀高速公路丽江段，经庄上、陶家渡、新庄、瓜子坪、银江（倮果），止于攀枝花市仁和区金江镇，接已建成的京昆高速攀枝花至田房段。并与西攀、攀田高速公路互通，路线全长约50.298km。本项目设有特大桥7458.35m/6座、大中桥10371.144 m/54座、特长隧道6360 m/2座，长隧道2636.5 m/1座、中短隧道3017 m/7座，一般互通5处，枢纽互通1处，服务区1处，主线收费站1处。二、设计标准项目技术标准公路等级双向四车道高速公
12、路设计速度80km/h路基宽度路基宽度24.5m(整体式)、12.25m（分离式）荷载等级公路级桥梁宽度与路基同宽设计洪水频率特大桥1/300，路基、大、中、小桥、涵洞及小型排水构造物1/100隧道建筑限界净宽210.25m、净高5.00m其余指标按公路工程技术标准（JTGB01-2003）的规定与要求执行。三、沿线自然地理既况一）、自然地理位置本项目所在地区位于四川省西南部攀枝花市境内，东经10121301015636，北纬262503263854区域。二）、地形地貌项目位于攀西裂谷中南段，属侵蚀、剥蚀中山、山原峡谷地貌，最大相对高差1962.8m，一般相对高差8001900m。雅砻江、金沙
13、江两侧为深切峡谷区，金沙江谷底海拔为700800m，与两岸山峰构成上千米的峡谷。三）、气象水文项目所在区属亚热带气候，海拔1500m以下的河谷盆地属南亚热带半干燥气候，具有夏季长，四季不明显，干、雨季分明，昼夜温差大、气候干燥、降雨量集中、日照多，大阳辐射强，蒸发量大、小气候复杂多样等特点。年平均降雨量800mm，年平均气温19.220.3，最热在5月，平均气温为27.6，最冷在12月，平均气温为13，是省内年平均气温和总热量最高的地区，6月上旬至10月为雨季，无霜期300天以上。沿线支流均属金沙江水系，最大的支流为雅砻江，在倮果流入金沙江。其次还发育多条小河和溪流，较大的有摩梭河、那拉河、岔
14、河、大河。金沙江及其一级支流两岸还发育众季节性流水溪沟，他们分别向北和向南注入金沙江，其流量受大气降水的影响明显。金沙江自西向东流，水面宽200300m，流量大，在K21+000陶家渡附近的多年流量在40912200 m3/s之间，平均流量1775.8 m3/s，江面最低水位标高1002m（法拉大桥附近），攀煤集团水站处最高洪水位为1021m。四）、水文地质沿线地下水类型主要有第四系孔隙水和基岩裂隙水，地下水总体不丰富。其中主要以基岩裂隙水为主，由大气降水补给，以泉排泄进入沟谷，无统一的地下水面；孔隙水分布于金沙江零星发育的阶地中。第四系松散层孔隙水：分布于河谷地带的一级阶地及河漫滩的冲积层和
15、山坡坡麓堆积层中。高出河床的基座阶地中地下水较贫乏，坡、残积层中地下水较少，主要由大气降水补给。山坡坡麓堆积层中地下水多沿堆积层与基岩接触面渗出，水量甚小，一般为0.010.1L/S。基岩裂隙水：分布在河谷两岸的中山和中高山区，含水岩组为碎屑岩、火成岩、变质岩，泉流量一般1.0 L/S左右。地下水大部分由大气水降水补给，金沙江为最低排泄点。五）、工程地质1、地层岩性沿线出露地层较多，岩性复杂，主要有前震旦系变质岩；三叠系、侏罗系、第三系昔格达组沉积岩；第四系卵砾石土、黏土等。同期岩浆活动频繁，沿线分布面积广，主要有晋宁期大田石英闪长岩体（o2）;华立西早期辉长岩（V41）、晚期峨眉山玄武岩（p
16、2）、角闪正常岩（43）；华立西晚期一印支期花岗岩（43+51）。2、地质构造路线位于川滇“歹”字型构造中段，南北向构造带与“歹”字形构造带的复合部位，区域上处于康滇地轴中级构造单元沿边台拱的南部、宝鼎断坳的南侧，构造十分复杂。地质构造以南北向和北东向断裂构造为主，褶皱次之，且具有明显的继承性和多期活动性的特点。另有“歹”字型构造东带和北东向构造插入及新老拱形构造并存，使区内断裂纵横，地层破碎，并控制着山川地貌发育趋势。攀枝花断裂带：该断裂带对路线影响较大，由纳拉箐断层、倮果断层等20余条断层组成。以逆冲断层为主，有逆冲、平推、挤压及褶曲现象，断裂带宽达10km,其中以纳拉箐段断层为主干断裂，其次是倮果断层。3、地震项目地处康滇地轴西侧，位于我国南北向石棉元谋地
