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1、of 16 session brought to adhere to people-oriented, all-round, coordinated and sustainable scientific development view, promoting economic and social and human development. The core of the scientific Outlook on development is people-oriented. Implement the scientific concept of development and first
2、 implementation of people-oriented requirements. Office of the Party Committee of this years work, we have to firmly establish the idea of people-oriented philosophy, richness of understanding the people-oriented, seriously implement people-oriented requirements correctly grasping the practice of pe
3、ople-oriented, through people-oriented three services working process, pushing the city Party Committee Office work to a new level. Investee (b) investee by people-oriented, in the final analysis is centred, human premise, a human-powered, human purpose. People-oriented thinking long. As early as th
4、e spring and Autumn period of more than 2000 years ago, Qi Guan Zhong: overlord of the beginning, and people-oriented. Principle of the solid. For thousands of years, traditional Chinese political culture there is a wide variety of people-oriented thought. Pan Gengs people to the Duke of Zhous prote
5、ct and then to Confucius man, from his your KingLight to the idea of Grand boat water and then to advocate since the Han and Tang dynasties nation , these useful idea is, is the country of the people, political sources. The rulers of people, the San Zhi bei yan; the rulers of thin people, then died
6、suddenly. The West ever since the Renaissance, it is because of the rise of humanism, really started to self awareness, self discovery and self-reflection. Predecessors in criticism of Marx and Engels thought on the basis of the outcome of, according to the great discovery of historical materialism,
7、 reveals the true nature of human existence, the ideology was essential and strongly suggests, as provided. In 1894, the Engels from Marxs writings, singled out his favorite passage for the new century weekly solemn inscriptions: there, the free development of each is the free development of all peo
8、ple. In modern society, people-oriented thinking more and more attention. People generally regard it as a kind of economic and social development, a principle, a requirement, as a need to maintain the interest of the people of, a pursuit, a purpose. This idea was praised, with the profound connotati
9、on and practical significance. Investee 1. people answering epistemological questions and answered the questions of methodology. People contains a profound philosophical, epistemological and methodological significance of science. Known as epistemology, refers to the theories on the relationship bet
10、ween knowledge and practice. In the view of Marx and Engels, man is mans world, is the State, society, and history writers and characters. In other words, the world is one world, society is human society. We know the society, starting from the people to observe; we know the practice, from the people
11、 to study; we knew Office work, from the people who set out to explore. Ignoring this, will she seek湛江输油站东侧滑坡治理及北侧边坡加固施工图设计计算书中国石化集团资产经营管理有限公司茂名石化分公司湛江输油站东侧滑坡治理及北侧边坡加固施工图设计计算书should be dealt with by the personnel Department of the company. (3) personal injury accident occurs, the direct punishment 5
12、00-1000, who is directly responsible for the accident responsibility, give notice of criticism and 50-100 economic sanctions against them. (4) to conceal the accident, reported without undue delay or false, to inform the administrative leadership of the criticism, resulting in serious consequences,
13、the pursuit of leadership, along with 500-1000 punishment. (5) significant near miss should be attempted as the case of responsible for the accident and construction team injuries accident penalty provisions, mutatis mutandis. Eight, should perform in the construction standards and specifications, s
14、erial number a 1 GB3323-2005 steel fusion welded butt joints, welding engineering-Ray lighting and quality rating of 2 GB11345-89 steel welds manual methods of ultrasonic inspection and testing results for grade 3 GB50236-2002 industrial pipe welding engineering code for construction and acceptance
15、of field equipment 4 HGJ222-92 technical specification for welding of aluminium and its alloys 5 low temperature steel welding procedure 6 SH3525-2004 petrochemical JB/ T4708-2000 of welding procedure qualification for steel pressure vessels 7 JB/4709-2000 8 JB4730-2005 pressure vessel welding proce
16、dures of steel pressure vessel NDT 9 JB/T4744-2000 steel pressure vessel products mechanical properties test of welded plate II, mechanical equipment installationend to form a proper understanding. Methodology refers to methods of knowing the world, transforming the worlds theory. Historical materia
17、lism tells us that social development, leave is impossible; all social progress, leaving people unable to achieve. We do anything, must first of all take into account the human factor, to find ways to give full play to the initiative and human creativity, mobilizing peoples enthusiasm. This is the r
18、esult of numerous historical practice of most of the scientific method. Emperor TaizongThe world of excellence into my opponent and Zhenguan rule, Qing Zeng Guofan to more aides for the first prerequisite Zhong XING Ming Chen, are insisting on methodology of successful models. Promoting the reform a
19、nd development, construction of well-off, more demands that we as a people-oriented scientific method. We do work in the countryside, it is necessary to put farmers first we engage in State-owned enterprise reform, we must regard expanding employment as an important goal we created urban, optimizati
20、on-Habitat environment must be pursued. Promotion Office, too, only mans subject status, to achieve rapid development. Investee 2. people who responded to the question, and replied to questions depending on who. Who issues, is concerned with the problem of the ruling party; depending on who issues a
21、re questions relating to the source of power of the ruling party. Look at the trend of the world, throughout the ages, no partys fate was not to be dominated by people, no Albert is not driven by the people of a nation. Our party has always attached importance to people, caring for people, his peopl
22、e as the coldest winter, parents of people as their own, but there were also some in adhere to people-oriented bias, war sufan expansion peacetime cultural revolution, has caused a great loss to the revolution and construction. Through history, our party proved that when people, caring for people, a
23、nd along the way there is a powerful force; when to ignore peoples thinking, to ignore the interests and needs of the people, the partys cause will suffer setbacks. People-oriented, power for the people, this is the most fundamental rules governing laws, large and small, every aspect is also ruling
24、is the most essential requirements. Set up the people-oriented concept of governance, requires us to establish the main position, everything for the masses, rely on the masses, and consciously do right for the people, show concern for the benefit of people and bring benefit to the people, real peopl
25、e as masters of the country, construction of the main body and the cause of main. From this perspective, adhere to the people-oriented and that is power for the people is to uphold the mass viewpoint and the mass line of the party. Office work is serving the overall work of the party. Only around th
26、e service objects, service, relying on the service principal to the service in order to Shun Water push the boat, a long-term perspective, creating impressive performance. Investee 3. people responded to a question of values, again answering Outlook on questions. Values and Outlook are an organic un
27、ity, and Outlook中国建筑西南勘察设计研究院有限公司 第 31页抗滑桩计算说明：根据勘察报告所提供数据，计算出回填后滑坡推力；计算出微型桩所提供抗滑力；计算出第二排桩所提供的水平抗力；结合第一、第二条计算出剩余下滑推力，以及第二排桩所提供的水平抗力，然后综合计算第一排抗滑桩。1、考虑工况滑面以下土层受扰动，饱水。2、计算参数天然容重19.5 kN/m3，饱和容重20 kN/m3；粘聚力C=12.6kPa，内摩擦角=11.8；3、计算剖面的选取本次计算选取具有代表性的剖面2-2剖面进行计算，其位置位于中间位置，后缘破坏高度最高，为主要影响剖面。4、设计地震参数抗震设防烈度：7；设计
28、地震加速度：0.10g；5、抗滑桩上部回填后下滑推力计算滑坡剩余下滑力计算计算项目： 滑坡推力计算 2=原始条件: 滑动体重度= 19.500(kN/m3) 滑动体饱和重度= 20.000(kN/m3) 安全系数= 1.300 不考虑动水压力和浮托力 不考虑承压水的浮托力 不考虑坡面外的静水压力的作用 考虑地震力,地震烈度为7度 地震力计算综合系数 = 0.250 地震力计算重要性系数 = 1.000 坡面线段数: 3, 起始点标高 11.970(m) 段号 投影Dx(m) 投影Dy(m) 附加力数 1 5.200 0.000 0 2 22.640 9.056 0 3 5.000 0.000
29、0 水面线段数: 3, 起始点标高 11.500(m) 段号 投影Dx(m) 投影Dy(m) 1 5.000 0.000 2 22.500 9.000 3 20.000 0.000 滑动面线段数: 5, 起始点标高 0.000(m) 段号 投影Dx(m) 投影Dy(m) 粘聚力(kPa) 摩擦角(度) 1 16.530 7.270 12.600 11.800 2 5.200 3.560 12.600 11.800 3 2.780 2.180 12.600 11.800 4 5.000 4.500 12.600 11.800 5 3.300 3.500 12.600 11.800 计算目标：按指
30、定滑面计算推力- 第 1 块滑体 上块传递推力 = 0.000(kN) 推力角度 = 0.000(度) 剩余下滑力传递系数 = 0.838 本块滑面粘聚力 = 12.600(kPa) 滑面摩擦角 = 11.800(度) 本块总面积 = 5.828(m2) 浸水部分面积 = 4.215(m2) 本块总重 = 115.749(kN) 浸水部分重 = 84.292(kN) 本块总附加力 Px= 0.000(kN) Py = 0.000(kN) 本块地震力 = 2.894(kN) 有效的滑动面长度 = 4.810(m) 下滑力 = 113.245(kN) 滑床反力 R= 79.406(kN) 滑面抗滑
31、力 = 16.589(kN) 粘聚力抗滑力 =60.611(kN) - 本块剩余下滑力 = 36.046(kN) 本块下滑力角度 = 46.685(度) 第 2 块滑体 上块传递推力 = 36.046(kN) 推力角度 = 46.685(度) 剩余下滑力传递系数 = 0.980 本块滑面粘聚力 = 12.600(kPa) 滑面摩擦角 = 11.800(度) 本块总面积 = 26.612(m2) 浸水部分面积 = 24.412(m2) 本块总重 = 531.144(kN) 浸水部分重 = 488.240(kN) 本块总附加力 Px= 0.000(kN) Py = 0.000(kN) 本块地震力
32、= 13.279(kN) 有效的滑动面长度 = 6.727(m) 下滑力 = 515.099(kN) 滑床反力 R= 397.748(kN) 滑面抗滑力 = 83.094(kN) 粘聚力抗滑力 =84.758(kN) - 本块剩余下滑力 = 347.247(kN) 本块下滑力角度 = 41.987(度) 第 3 块滑体 上块传递推力 = 347.247(kN) 推力角度 = 41.987(度) 剩余下滑力传递系数 = 0.984 本块滑面粘聚力 = 12.600(kPa) 滑面摩擦角 = 11.800(度) 本块总面积 = 20.066(m2) 浸水部分面积 = 18.982(m2) 本块总重
33、 = 400.779(kN) 浸水部分重 = 379.637(kN) 本块总附加力 Px= 0.000(kN) Py = 0.000(kN) 本块地震力 = 10.019(kN) 有效的滑动面长度 = 3.533(m) 下滑力 = 680.976(kN) 滑床反力 R= 338.901(kN) 滑面抗滑力 = 70.800(kN) 粘聚力抗滑力 =44.514(kN) - 本块剩余下滑力 = 565.662(kN) 本块下滑力角度 = 38.103(度) 第 4 块滑体 上块传递推力 = 565.662(kN) 推力角度 = 38.103(度) 剩余下滑力传递系数 = 0.984 本块滑面粘聚
34、力 = 12.600(kPa) 滑面摩擦角 = 11.800(度) 本块总面积 = 44.158(m2) 浸水部分面积 = 42.130(m2) 本块总重 = 882.154(kN) 浸水部分重 = 842.608(kN) 本块总附加力 Px= 0.000(kN) Py = 0.000(kN) 本块地震力 = 22.054(kN) 有效的滑动面长度 = 6.302(m) 下滑力 = 1240.990(kN) 滑床反力 R= 764.477(kN) 滑面抗滑力 = 159.708(kN) 粘聚力抗滑力 =79.404(kN) - 本块剩余下滑力 = 1001.879(kN) 本块下滑力角度 =
35、34.396(度) 第 5 块滑体 上块传递推力 = 1001.879(kN) 推力角度 = 34.396(度) 剩余下滑力传递系数 = 0.944 本块滑面粘聚力 = 12.600(kPa) 滑面摩擦角 = 11.800(度) 本块总面积 = 163.451(m2) 浸水部分面积 = 156.597(m2) 本块总重 = 3265.599(kN) 浸水部分重 = 3131.933(kN) 本块总附加力 Px= 0.000(kN) Py = 0.000(kN) 本块地震力 = 81.640(kN) 有效的滑动面长度 = 18.058(m) 下滑力 = 2799.841(kN) 滑床反力 R=
36、3174.524(kN) 滑面抗滑力 = 663.193(kN) 粘聚力抗滑力 =227.532(kN) - 本块剩余下滑力 = 1909.117(kN) 本块下滑力角度 = 23.740(度)该段滑坡剩余下滑推力取饱和状态下为：F=1909.117kN/m；6、微型桩抗力计算、微型桩布置根据力学计算和地堪报告并结合现场条件，微型桩设置12排，梅花形布置，桩距、排距均为2.0m，微型桩孔径200mm，内插钢管为1D10210mm无缝钢管，桩长6.015.50m，单根钢管截面积20.88cm2，钢管总截面面积125.28cm2/m；微型桩孔内注入M25水泥净浆，水灰比0.45:1，注浆压力0.5
37、3.0MPa。、力学计算根据滑坡治理工程设计与施工技术规范（DZT0219-2004）要求，不考虑注浆加固后复合土体的作用，已知微型桩布置（钢管总截面面积125.28cm2/m），按工况计算微型桩钢管提供抗力，计算公式如下： A= RsFx2 /（1000 )式中：Rs抗剪断设计安全系数（Rs=1.72.0，本工程取2.0） 钢管抗剪强度（125 MPa） A钢管截面积（m2/m） Fx2水平抗力（KN/m）经计算，微型桩所提供的水平抗力Fx2=783.00KN/m。考虑微型桩作用，该段滑坡剩余下滑推力为：F=1126.117kN/m；7、第二排桩水平抗力计算根据建筑桩基技术规范（JGJ 94
38、-2008）（5.7.2-1）EI=0.85EcI0I0=W0d0/2=其中：Rha 单桩水平承载力特征值；桩的水平变形系数，按本规范5.7.5执行；m桩侧土水平抗力系数的比例系数，经查表得（稍密填土）m=10MN/m4；b0桩身的计算宽度（m）（圆形桩：当直径d1m时，b0=0.9（1.5d+0.5）当直径d1m时，b0=0.9（d+1）；估计算b0 =2.52m；I0为桩身换算截面惯性矩： 圆形截面为：I0=W0b0/2=0.840m4；Ec为混凝土弹性模量，2.8*104N/mm2；Es为钢筋弹性模量, 2.0*105N/mm2 ；W0桩身换算截面受拉边缘的截面模量，圆形截面为：EI桩身
39、抗弯刚度，对于钢筋混凝土桩，EI=0.85EcI0 =2.01010 N；d为桩直径，1.8m；d0为扣除保护层厚度的桩直径，1.7m；桩顶水平位移系数，取2.441；桩顶允许水平位移，取6mm； 桩身配筋率，0.015；（为钢筋弹性模量与混凝土弹性模量的比值）经计算：=671kN；（即为223.67kN/m）即第一排桩桩顶考虑水平约束力为223.67kN/m；8、抗滑桩设计计算抗滑动桩验算计算项目： 抗滑桩 1-原始条件: 墙身尺寸: 桩总长: 40.000(m) 嵌入深度: 26.000(m) 截面形状: 圆桩 桩径: 1.800(m) 桩间距: 3.000(m) 嵌入段土层数: 2 桩底
40、支承条件: 自由 计算方法: M法 土层序号 土层厚(m) 重度(kN/m3) 内摩擦角(度) 土摩阻力(kPa) M(MN/m4) 被动土压力调整系数 1 8.000 20.000 11.60 20.00 20.000 1.000 2 25.000 21.000 15.00 80.00 30.000 1.000 初始弹性系数A: 0.000(MN/m3) 初始弹性系数A1: 0.000(MN/m3) 桩前滑动土层厚: 14.000(m) 锚杆（索）参数: 锚杆道数: 1 锚杆号 锚杆类型 竖向间距 水平刚度 入射角 锚固体 水平预加 筋浆强度 ( m ) ( MN/m ) ( 度 ) 直径(
41、mm) 力(kN) fb(kPa) 1 锚杆 0.400 15.000 0.00 400 223.67 2100.00 物理参数: 桩混凝土强度等级: C30 桩纵筋合力点到外皮距离: 35(mm) 桩纵筋级别: HRB400 桩箍筋级别: HRB335 桩箍筋间距: 200(mm) 桩配筋形式: 纵筋非均匀配筋 桩拉区纵筋配筋范围: 90.000(度) 桩压区,拉区纵筋比: 0.500 挡土墙类型: 抗震区挡土墙 墙后填土内摩擦角: 30.000(度) 墙背与墙后填土摩擦角: 15.000(度) 墙后填土容重: 20.000(kN/m3) 横坡角以上填土的土摩阻力(kPa): 20.00 横坡角以下填土的土摩阻力(kPa): 80.00 地震烈度: 设计烈度7度水上地震角: 1.50水下地震角: 2.50水平地震系数: 0.10重要性修正系数: 1.00综合影响系数: 0.25水平地震作用沿竖向分布形式: 梯形 坡线与滑坡推力: 坡面线段数: 3 折线序号 水平投影长(m) 竖向投影长(m) 1 4.200 0.000 2 22.500 9.000 3 16.500 0.000 地面横坡角度: 20.000(度) 墙顶标高: 0.000(m) 参数名称 参数值