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市场营销专业可行性报告市场营销专业可行性报告 内容: 一、 市场营销专业教学计划 二、 市场营销专业师资力量 三、 市场营销专业模拟实训设施设备 四、 市场营销专业就业前景预测 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rins...

市场营销专业可行性报告
市场营销专业可行性报告 内容: 一、 市场营销专业教学计划 二、 市场营销专业师资力量 三、 市场营销专业模拟实训设施设备 四、 市场营销专业就业前景预测 be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks after washing, according to instructions, using "easy water", "single point" and the "five-point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure Grouting pressure 80%, if this value is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its results to permeability. Five-point and single-point method for water pressure test is executed in 市场营销专业可行性报告 一、 市场营销专业教学计划: 学期 序学 时 课程名称 备注 号 合 计 一 二 三 四 五 六 1 市场营销学 80 80 2 演讲与口才 80 80 3 市场调查与预测 80 80 4 广告实务 80 80 5 推销技巧 80 40 40 6 公共关系与商务 礼仪 关于商务司机的礼仪须知经典商务礼仪礼仪中的美术巫鸿教师职业形象与礼仪文明礼仪主题班会 80 80 7 经济法 80 80 综8 企业经营 80 80 综合合 9 进出口业务 80 80 实训 实10 经济活动分析 80 80 训 11 语文 260 80 60 60 60 12 数学 260 80 60 60 60 13 英语 260 80 60 60 60 14 80 80 邓小平理论 15 科学实践发展观 80 80 16 体育 210 60 50 50 50 Grouting pressure 80%, if this vapoint" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure -cracks after washing, according to instructions, using "easy water", "single point" and the "fiven the , should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out ishing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reasonter wato filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks af, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close o washsion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue te cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, colluth80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure point method for water pressure test is executed in-point and single-flow, its results to permeability. Fivelue is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated - 2 - 二、 市场营销专业师资力量: 课程 教师 职称 学历 所学专业 大学 市场营销学 陈泽斌 讲师 蚕桑 本科 大学 演讲与口才 刘冰 讲师 语文 本科 大学 广告实务与推销技巧 张俊成 讲师 法律 本科 大学 公共关系与商务礼仪 张俊成 讲师 法律 本科 大学 经济法 石明德 讲师 财务会计 本科 高级 大学 企业经营与进出口业务 张珍珍 工商管理 讲师 本科 大学 经济活动分析 张伟慰 讲师 行政管理 本科 大学 市场调查与预测 徐晓阳 讲师 市场营销 本科 shing, according to instructions, using "easy water", "single point" and the "fiveer watured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks aft(above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be frac e holehole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, thsediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the n the oles of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes irushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the hlush ing pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks fa variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grout be based onpoint method for water pressure test is executed in-point and single-ts to permeability. Fivethan 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its resulGrouting pressure 80%, if this value is greater point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure -- 3 - 三、 市场营销专业实验实训设施设备: 1、 校内实习基地 实习实训基面积 实习实训管理人利用 地点 设备情况 地名称 (平米) 项目 员 率 模拟实训室 实验实产品推销产品及模拟 200 尚建丽 100% 1号 训楼 技巧 消费者 模拟实训室 实验实建立销售 110 电话教具 任瑞凯 100% 2号 训楼 市场 2、 校外实训基地 序号 基地名称 实训项目 1 博源超市 产品营销 2 森日春天购物广场 市场开辟 3 华中华购物中心 导购 point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure -cracks after washing, according to instructions, using "easy water", "single point" and the "fiven the , should be fractured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out ishing, the hole (above) should be immediately conducted a grout continuous operation, break interval over 24h for some reasonter wato filling the hole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks af, holes in the sediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close o washsion with the holes of not less than 2H. On clarification of water are not up to the required hole section, should continue te cracks flush rushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, colluth80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure point method for water pressure test is executed in-point and single-flow, its results to permeability. Fivelue is greater than 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated Grouting pressure 80%, if this va- 4 - 四、市场营销专业就业前景: 本专业培养德智体全面发展,有理想、有道德、有文化、遵纪守法,拥有健康人格,掌握市场营销的基本理论知识、专业知识,有较强的实践操作技能和能力,能从事商务运作、管理和服务中的营销工作,为企业生产、建设、管理、服务第一线需要的高等技术应用型人才。 学以致用,知识与技能培养并重,突出学生基本技能的养成;以信息化市场环境为背景,培养现代营销人才;育人为本,我们的口号是:“我们教不会你营销,但我们会让你成为营销人” 本专业的毕业生能在各类企业胜任市场分析、销售策划、营销运作、商务沟通、网络营销、产品市场开发、客户服务等工作岗位。 er watured again rinse before Grouting. 11.4.3 water pressure test (1) water pressure test should be carried out in the cracks aft(above) should be immediately conducted a grout continuous operation, break interval over 24h for some reason, should be frac e holehole ends less than 24h, the fractured washing should not be conducted. (5) the filling hole (above) cracks after washing, thsediment thickness shall not exceed the remaining 20cm. (4) when the nearby are filling in holes or are close to filling the n the oles of not less than 2H. On clarification of water are not up to the required hole section, should continue to wash, holes irushed to return after the end of 10min, and the length of time required, not less than 30min Burr hole, collusion with the hlush ing pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pressure over 0.5MPa, 0.5MPa. (3) the cracks fa variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grout be based onpoint method for water pressure test is executed in-point and single-ts to permeability. Fivethan 1MPa, 1Mpa; water 20min, 5min read the water flow pressure, taking the final flow values were calculated flow, its resulGrouting pressure 80%, if this value is greater point" for water pressure test. (2) simple pressure test after the cracks flush flush or a combination of fissures. Pressure -shing, according to instructions, using "easy water", "single point" and the "five- 5 -
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