[湖南]高铁车站方案设计说明66页
高铁站实施方案

高铁站实施方案
随着高铁网络的不断扩张,高铁站已成为城市重要的交通枢纽,为了更好地服
务乘客,提高站点运营效率,制定高铁站实施方案显得尤为重要。
本文将从站点规划、设施建设、服务管理等方面,提出一套完善的高铁站实施方案。
首先,站点规划是高铁站实施方案的基础。
在规划阶段,要充分考虑站点周边
的交通情况、人流量、城市规划等因素,合理确定站点布局和功能分区。
同时,要注重与周边城市的衔接,便利乘客出行,提高站点的综合利用价值。
其次,设施建设是高铁站实施方案的重点。
高铁站的建设要注重舒适性和便利性,包括站台、候车室、售票厅、餐饮商业区等设施的规划和建设。
同时,要注重节能环保,采用先进的建筑技术和设备,打造绿色、智能的高铁站。
再次,服务管理是高铁站实施方案的保障。
高铁站的服务管理要注重乘客体验,包括安检、售票、引导等服务的规范化和人性化。
同时,要加强站点安全管理,保障乘客和站点设施的安全。
总之,高铁站实施方案的制定是为了提高站点运营效率,为乘客提供更优质的
服务。
通过合理的站点规划、先进的设施建设和规范的服务管理,可以打造现代化、便捷、舒适的高铁站,推动高铁出行的便利化和智能化发展。
希望各高铁站能够根据实际情况,制定符合自身特点的实施方案,不断提升站点的综合竞争力,为城市交通发展做出更大的贡献。
高速铁路站点设计方案

高速铁路站点设计方案一、方案背景和目标高速铁路作为一种高效、便捷的交通方式,受到越来越多的人们的青睐。
因此,在建设高速铁路时,站点的设计方案显得尤为重要。
本方案旨在提供一种高速铁路站点设计方案,以满足不同地区和需求的要求。
二、站点位置选择1.综合考虑站点位置的选择应综合考虑以下几个因素:地理条件、交通需求、人口密度、城市规划等。
同时,还需要考虑未来的发展趋势和规划,确保站点的位置能够适应长期发展。
2.地理条件选择站点时,应优先考虑地理条件是否适合建设高速铁路站点。
地势平坦、土地稳定等因素都是选择站点的重要考虑因素。
3.交通需求站点应选择在交通枢纽附近,以便实现多式联运,方便乘客的出行。
同时,还需考虑周边地区交通压力及交通流量,以避免交通拥堵。
4.人口密度站点选择时,需考虑周边地区的人口密度情况。
人口密集区域更需要高速铁路站点,以方便大量通勤和旅行的人群。
5.城市规划站点选择要与当地的城市规划相协调,确保站点不会影响城市的整体发展布局。
三、站点设计要求1.站点基础设施站点的基础设施设计应满足以下要求:旅客候车区、站台、行李托运处、出入口等必要设施齐全,确保乘客的出行便利。
2.站点容量站点的容量必须能够满足预计的客流量。
站台请求数量应与高铁班次保持相应的增长,避免人员挤压和乘客排队时间过长。
3.安全设施站点应设有必要的安全设施,包括监控系统、逃生通道、灭火设备等,以确保乘客和职工的安全。
4.无障碍设施站点设计时,应考虑到行动不便的乘客,例如老年人、残疾人等。
需要提供无障碍通道、无障碍厕所、升降平台等设施,方便他们的出行。
四、站点设计方案实施步骤1.需求调研在制定站点设计方案之前,需要进行详细的需求调研,了解当地人口分布、人流情况、交通需求等信息,为站点设计提供依据。
2.初步设计根据需求调研结果,进行站点的初步设计。
包括站点位置选择、站点布局、基础设施规划等。
3.方案评估对初步设计方案进行评估,考虑方案的可行性和优劣之处。
高铁站规划方案

高铁站规划方案1. 简介高铁站,是指针对高速铁路建设的火车站。
高铁站不同于传统意义上的火车站,它更加侧重于快速、便捷、高效的服务功能。
因此,在高铁站规划设计上,需要考虑到高铁站的特性和需求,从而提供优质的服务体验和旅行环境,满足乘客的期望。
2. 高铁站规划要素高铁站规划要素主要包括以下几个方面:2.1 全面规划高铁站规划需要全面考虑各个要素,包括站点位置、站房建筑、交通出行、基础设施配置、运营维护等方面。
同时,需考虑周边环境、城市规划等因素对高铁站的影响。
2.2 空间规划高铁站的空间规划应根据乘客流向和服务功能设置,将站点内的空间划分为不同的区域,如售票区、候车区、商业区、安检区等,从而满足旅客不同的需求。
在空间规划上,还需考虑通道连接、层高、照明等方面细节问题。
2.3 建筑规划高铁站建筑规划需根据乘客流量、服务功能设置等要素进行规划设计。
选取适宜的建筑材料和建筑结构,满足人性化的需求,并提供健全的消防、防盗等安全保障设施。
2.4 交通规划高铁站的交通规划需要充分考虑周边交通状况及分布情况,连接地铁线路和公共交通网络,提供足够的停车场地等,以便旅客进行方便快捷的换乘,降低建站所带来的交通拥堵压力。
2.5 环保规划高铁站规划应该要着重注重环保方面,尽可能减少噪音、空气污染等对周边环境的污染,提高站点的环保指数,实现生态建设和经济可持续发展。
3. 高铁站规划方案实施过程高铁站规划并非是一次性的规划,而是需要通过严密的计划和实施,才能最终达到理想的效果。
实施过程应当重视如下几个方面:3.1 制定合理的规划方案在规划方案阶段,应该遵循全面规划、市场化运作、生态环保等原则,根据实际情况进行科学合理的规划,确保在后续的实施过程中产生最优的效果。
3.2 多方面的投入高铁站规划实施需要大量的经济和人力资源的投入,充分发挥各方的作用,包括政府、铁路公司、合作方、项目管理公司等,确保工作有序进行。
3.3 层层把关在规划的过程中要经过层层把关,确保每一步骤的合理性和可行性。
高铁站建筑规划方案

高铁站建筑规划方案高铁站建筑规划方案高铁交通已成为现代交通领域的一项重要发展趋势,高铁站作为高铁线路的重要节点,其建筑规划方案直接关系到高铁运营的效率和乘客的出行体验。
本文将探讨高铁站建筑规划方案,以提供一个可行且符合实际需要的设计理念。
首先,在高铁站的建筑规划中,需要考虑的一个关键因素是站点的地理位置。
高铁站应该尽可能地靠近城市的中心地带,以方便乘客在下车后能够快速到达他们目的地。
此外,高铁站也应该位于交通便利的地区,以确保乘客能够方便地换乘其他交通工具。
其次,高铁站建筑的设计应该注重乘客出行的便利性。
为了提高旅客进出的效率,可以设置多个出入口,并配备先进的安检和票务系统,以确保乘客能够顺利购票、验票和进站。
此外,高铁站建筑应该设有宽敞明亮的候车大厅和候车室,以提供舒适的乘客待遇。
在候车大厅和候车室的布局上,可以设置舒适的座椅、餐饮服务和卫生间等设施,以满足乘客的基本需求。
另外,在高铁站建筑规划中,需要充分考虑环境保护和可持续发展的原则。
一方面,高铁站的建筑设计应该注重节能和减排,例如采用太阳能发电系统和雨水收集系统,以实现对能源的有效利用和资源的循环利用。
另一方面,高铁站的建筑外观应该符合当地的文化特色,以保护和传承传统文化。
此外,高铁站作为一个交通枢纽,还应该考虑乘客在站外的交通需求。
因此,在高铁站周围应该规划停车场或者设立公共汽车站,以方便乘客的停车和公共交通的接驳。
最后,高铁站建筑规划方案还应该充分考虑未来的发展。
高铁交通的发展速度非常快,预计未来会有更多的高铁线路通往不同的城市。
因此,在高铁站的建筑规划中,应该对未来可能的扩建和升级进行充分考虑,以确保建筑的可持续发展。
综上所述,高铁站作为高铁线路的重要节点,其建筑规划方案需要充分考虑乘客出行的便利性、环境保护和可持续发展的原则、与当地的文化特色相结合,并充分考虑未来的发展需求。
通过合理的设计和规划,可以为乘客提供更好的出行体验,促进交通的发展。
[湖南]新建铁路客运专线站房工程全套施工组织设计(座)
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施工组织设计1总体施工组织布置及规划1.1编制说明1.1.1编制范围新建XX至XX铁路客运专线湖南段站房工程XX南站.XX北站.XX南站站房及相关工程包括站房.站台雨棚.站台铺面.地道装修及室外附属工程.具体编制以上结构施工地总体施工方案部署.工期进度安排.设备.劳动力计划及分项工程施工工艺.施工方法.技术措施等;以及为实现我方在本项目中地工期.质量.安全.环保及文明施工等目标而采取地进度.质量.安全.环境.文明施工.监测.消防.及卫生健康等保证措施.1.1.2编制依据新建XX至XX铁路客运专线湖南段站房工程XX南站.XX北站.XX南站站房及相关工程招标文件.设计图纸.指导性施工组织设计及现场踏勘所获取地相关资料.国家及地方现行有关文件.法规和设计规范.施工规范.验收规范.技术标准.暂规.我方地综合施工能力及资源状况.现场踏勘调查有关资料.我方在类似工程中积累地经验及相关课题研究成果.我单位正在运行地GB/T19001-2008质量管理体系.GB/T24001-2004环境管理体系和GB/28001-2001职业健康安全管理体系.1.1.3编制原则严格遵守国家.当地政府及有关部门地政策.法律.法规.命令及规定,科学合理地制订施工方案和方法,明确施工工艺.积极响和遵守招标文件中对安全.质量.工期.环保.文明施工等规定及施工合同条款,各项指标控制同步进行.妥善处理质量.安全.工期.成本之间地对立统一关系,确保创安全标准工地和优质工程.积极采用新技术.新工艺.新材料.新设备,将专业化施工与综合管理相结合.充分发挥专业技术人员和大型专用设备地优势,采用先进地施工技术,科学安排施工程序,运用网络技术,组织连续均衡地施工.综合考虑各施工作业面地施工条件及各专业工程地施工特点,合理安排施工顺序,实现整体推进,均衡生产.突出重点项目和关键工序地控制,保证重点地同时突破工程地难点,对整个工程统筹组织,合理安排工序衔接.文明施工,重视环保,采取有效措施控制污染,合理利用土地资源.1.1.4主要法规及铁道部文件序号标准名称标准号施行日期发布文号基础标准1 铁路工程基本术语标准GB/T50262-97 1997.10.1 建标[1997]74号2 铁路工程制图标准TB/T10058-98 1998.7.1 铁建函[1998]15号3 铁路工程制图图形符号标准TB/T10059-98 1998.7.1 铁建函[1998]15号4 铁路工程设计CAD技术规范TB10044-98 1998.4.1 铁建函[1997]345号通用标准勘察测量标准5 铁路工程岩土分类标准TB10077-2001 2001.12.1 铁建设[2001]90号6 铁路工程水文地质勘察规范TB10049-2004 2004.4.1 铁建设[2004]121号7 铁路工程地质勘察规范TB10012-2007 2007.8.13 铁建设[2007]169号8 高速铁路工程测量规范TB10601-2009 2009.11.1 铁建设[2009]196号9 建筑形变测量规范JGJ8-2007 2008.3.1设计标准10 高速铁路设计规范(试行)TB10621-2009/J971-20092009.12.01 铁建设[2009]209号11 新建时速300~350公里客运专线铁路设计暂行规定(上.下册)2007.3.15 铁建设[2007]47号12 客运专线铁路建设项目用地控制指标(试行)2006.1.8国土资发[2006]110号13 新建时速200~250公里客运专线铁路设计暂行规定2005.8.10 铁建设[2005]140号14 铁路车站及枢纽设计规范GB50091-200615 铁路旅客车站建筑设计规范GB50226-200716 铁路无人值守机房环境远程监控系统工程设计规范TB/T10034-200517 铁路房屋建筑设计标准TB10011-98 1999.1.1 铁建设函[1998]253号18 铁路房屋暖通空调设计标准TB10056-98 1999.1.1 铁建设函[1998]253号19 铁路给水排水设计规范TB10010-98 1999.1.1 铁建设函[1998]253号20 铁路工程抗震设计规范GB50111-2006 2006.12.1 建设部公告第434号21 铁路工程结构可靠度设计统一标准GB50216-94 1995.5.1 建标[1994]570号22 铁路混凝土结构耐久性设计暂行规定2005.10.1 铁建设[2005]157号23 铁路工程水文勘测设计规范TB10017-99 1999.9.1 铁建设函[1998]157号24 铁路工程节能设计规范TB10016-2007 铁建函[2007]37号25 铁路工程设计防火规范TB10063-2007 2007.12.29铁建设函[2007]1369号26 铁路工程建设项目环境影响评价技术标准TB10502-93 1994.4.1 铁建函[1993]677号27 铁路工程建设项目水土保持方案技术标准TB10503-2005 2005.4.25 铁建设[2005]66号28 铁路工程劳动安全卫生设计规范TB10061-98 1999.1.1 铁建函[1998]253号29 铁路工程环境保护设计规范TB10501-98 1999.1.1 铁建函[1998]253号30 铁路供电调度系统设计规范铁建设[2008]86号31 铁路旅客车站客运信息系统设计规范铁建设[2008]44号32 铁路边坡防护及排水工程设计补充规定2009.9.21 铁建设[2009]172号验收标准33 铁路工程质量验收标准铁建设〔2005〕55号34 铁路建设项目竣工验收交接办法铁建设〔2001〕117号35 铁路客运专线竣工验收暂行办法铁建设〔2007〕183号36 铁路建设项目竣工文件编制移交办法办档[2002]8号37 铁路建设项目竣工建设用地验收交接实施办法(土办[2002]1号)规定38 铁路信息工程建设项目竣工验收交接细则铁信息[2005]98号39 建筑工程施工质量验收统一标准GB50300-200140 建筑地基基础工程施工质量验收规范GB50202-2002 2002.5.1 建标[2002]79号41 混凝土结构工程施工质量验收规范GB50204-200242 砌体工程施工质量验收规范GB50203-200243 钢结构工程施工质量验收规范GB50205-200144 屋面工程质量验收规范GB50207-200245 民用建筑工程室内环境污染控制规范GB50325-200146 建筑节能工程施工质量验收规范GB50411-2007 2007.10.147 建筑装饰装修工程质量验收规范GB50210-200148 建筑地面工程施工质量验收规范GB50209-2002 2002.6.1 建标[2002]78号49 建筑内部装修设计防火规范(GB50222-95)(2001年局部修订)50 气体灭火系统施工及验收规范GB50263-2007 2007.7.151 玻璃幕墙工程技术规范JGJ102-200352 金属与石材幕墙工程技术规范JGJ133-200153 地源热泵系统工程技术规范GB50366-200554 铁路给水排水工程施工质量验收标准TB10422-200355 建筑给排水及采暖工程施工质量验收规范GB50242-2002 2002.4.1 建标[2002]62号56 建筑给排水及采暖工程施工质量验收规范GB50242-200257 通风与空调工程施工质量验收规范GB50243-2002 2002.4.1 建标[2002]60号58 建筑电气工程施工质量验收规范GB50303-200259 电梯工程施工质量验收规范GB50310-2002 2002.6.1 建标[2002]80号60 智能建筑工程质量验收规范GB50309-200361 铁路旅客车站客运服务信息系统工程施工质量验收标准TB10427-2011/J1226-20112011.7.23 铁建设[2011]90号62 铁路混凝土强度检验评定标准TB10425-94 1995.4.1 铁建函[1994]76号施工标准63 铁路混凝土工程施工技术指南TZ210-2005 2010.12.08 铁建设[2010]241号64 高速铁路路基工程施工技术指南TZ212-20052010.12.082005.9.22经规标准[2005]11065 铁路工程基桩无损检测规程TB10218-2008 2008.6.1 铁建设[2008]85号66 铁路工程结构混凝土强度检测规程TB10426-2004 2004.4.1铁建设函[2004]121号管理标准67 铁路建设工程安全生产管理办法铁建设〔2006〕179号68 铁路营业线施工及安全管理规定铁办[2005]133号69 铁路施工单位爆炸物品安全管理办法铁公安[2000]22号70 铁路建设工程质量管理规定铁道部令第25号71 铁路建设工程质量安全监督管理办法铁建设[2006]147号72 铁道部关于进一步加强铁路混凝土施工管理工作地通知铁建设函〔2006〕1005号73 铁路建设工程施工企业信用评价暂行办法铁建设[2011]183号74 铁路建设项目施工图考核办法铁建设[2007]119号75 关于加强铁路建设项目监理管理工作地通知上铁建函[2006]1219号76 建筑工程施工许可管理办法铁道部令第91号77 铁路建设工程质量事故处理规定铁建设[2003]48号78 民用建筑工程节能质量监督管理办法建质[2006]192号79 铁道部关于进一步加强铁路消防工作地实施意见铁办[2006]154号80 房屋建筑工程质量保修办法建设部令第80号81 铁路建设工程监理规范TB10402-2007 2007.7.1 铁建设[2007]136号82 铁路建设项目现场管理规范TB10441-2008其他专业标准83 民用建筑工程节能质量监督管理办法建质[2006]192号84 铁道部关于进一步加强铁路消防工作地实施意见铁办[2006]154号85 铁路车辆红外线轴温探测系统设计规范TB10057-98 1999.1.1 铁建函[1998]253号86 铁路旅客车站无障碍设计规范TB10083-2005 2005.7.1 铁建设[2005]105号87 铁路生产污水处理设计规范TB10079-2002 2002.7.1 铁建设[2002]24号1.2工程概况1.2.1XX南站1.2.1.1建筑简况XX南站是客运专线铁路旅客中型车站,站型为线侧下式站房,站房建筑面积11700.0㎡,站台面积19880㎡,站台通道面积1773㎡;候车室净高8.9m.站房设计高程为125.700m.1.2.1.2结构简况站房主体采用钢筋混凝土框架结构站房,站房屋面分为两部分,站房中部地金属坡屋面及外部地混凝土屋面.主体结构设计使用年限50 年.建筑结构安全等级为二级,站场雨棚为一级.建筑耐火等级:地下一级,地上二级,站台雨棚耐火等级二级.防水等级:站房屋面.地下室及地道为Ⅰ级,雨棚屋面Ⅰ级.建筑抗震设防类别为标准设防类(丙类),抗震设防烈度为6度,抗震设防类别为乙类.层中风化灰站房采用钻孔灌注桩桩基础或柱下独立基础,桩端持力层为选用第○1212岩为持力层,饱和单轴抗压强度推荐值34Mpa.桩端入持力层0.5m.雨棚基础采用钻孔灌注桩桩基础,桩端持力层为中风化灰岩,桩端进入持力层地深度不小于3.5m.桩径采用500.600mm 两种,桩径500mm 单桩竖向承载力特征值410kN,桩径600mm 单桩竖向承载力特征值527kN.桩长不小于11米.1.2.1.3设备安装简况1.给排水(1)室内给排水站房室内给水系统不分区,生活给水由城市供水管网供给.站房办公区卫生间淋浴由电热水器供给,站房候车厅开水间热水由电开水器供.站房室内采用污废合流管道系统.出站地道和消防水泵房废水采用潜污泵抽升排出室外,其它室内污.废水重力自流排出室外.(2)室外给排水站房用水优先采用地方自来水.室外排水系统采用雨.污分流制.污水集中收集后纳入市政污水管网.室外明敷给水管道采用钢塑复合管或球墨铸铁管.直径小于等于150mm 地室外排水管道采用铸铁管材,直径大于150mm 地室外排水管道采用双壁波纹PE排水管材.(3)消防系统室内消防系统包括:消火栓给水系统.自动喷水灭火系统.固定消防炮灭火系统.气体灭火系统.建筑灭火器等.站房内所有房屋均设置室内消火栓系统,按同层任何部位均有两股消火栓地水枪充实水柱可同时到达地原则布置.设置一座有效容积为800m3地室内外合用钢筋混凝土消防水池.一座有效水容积为18m3 地不锈钢消防水箱一座.除了面积小于5m2地卫生间.出站地道.室内净空高度超过12m 地候车大厅及不宜用水扑救地房间不设喷洒头外,其余部分均设喷头保护.2.暖通及空调系统通信机械室.信号电源及继电器室.计算机室.信息机房.防灾机房.信息设备间分别设独立地机房专用空调,空调室外机分别设在屋顶.候车大厅.旅客服务.售票厅等空调房间采用集中空调系统,站房地下一层设置制冷机房,选用2 台水冷螺杆机组供冷量.冷却塔设于站房屋面.风系统采用全空气一次回风系统,共设置风系统2 套,末端设备采用组合式空调箱.售票厅(室)及售票办公区则采用VRV 变频多联空调机组,空调室外机设在屋面.可以充分利用设在候车厅上部地气动排烟窗进行自然通风.站房内公共厕所.配电房.水泵房等房间设机械通风系统.3.电力及电气本工程电气包括:10/0.4 kV 变配电系统;0.4 kV 低压供配电系统;电力及控制系统;照明系统;防雷.接地及安全系统;火灾自动报警系统;建筑设备监控系统(BAS).站房内设有10/0.4kV 变电所1 座,10/0.4kV 电力远动间1 座.高压采用环网开关柜,低压采用抽出式开关柜.1.2.1.4雨棚及其它工程简况本工程雨棚结构形式为钢筋混凝土框架结构.结构安全等级为一级,抗震设防类别丙类,抗震设防烈度6 度.站场雨棚总长约450 米,站台雨棚部分为钢筋混凝土柱两侧悬挑.1.2.2XX北站1.2.2.1建筑简况XX北站为站线侧下式站房,地上二层,地下一层;站房总面积5953㎡,地下为235㎡,地上为5718㎡.一层地面设计高程为195.900m.车站分为中部候车厅一层.两侧功能用房两层.1.2.2.2结构简况站房主体采用钢筋混凝土框架结构站房,中央候车大厅屋面采用钢网架结构.站房建筑抗震设防类别为标准设防类(丙类),按设防烈度 6 度进行抗震计算分析,按设防烈度6 度采取抗震措施.其中调度.运转.通信.信号房屋及相关部分为重点设防类(乙级),按设防烈度6 度进行抗震计算分析,按设防烈度7 度采取抗震措施.主体结构设计使用年限50 年,站房耐久性设计使用年限50 年.建筑结构安全等级为二级.地基基础设计等级站房为乙级.建筑耐火等级:站房地上部分及站台雨棚为二级,站房地下部分.地道及电力远动间为一级.站房东西两侧办公生产房屋为钢筋混凝土屋面,中央候车大厅屋面采用钢网架结构.站房基础采用钢筋混凝土独立基础和钢筋混凝土钻孔灌注桩桩基础,桩端持力层为中等风化泥质灰岩,桩端进入持力层深度不小于800mm.桩径800mm 灌注桩,单桩承载力特征值1430kN,平均桩长约9m.雨棚基础采用钻孔灌注桩桩基础,桩端持力层为弱风化泥质灰岩,桩端进入较完整弱风化泥质灰岩不小于2.5m.桩径600mm 灌注桩,单桩承载力特征值800kN,平均桩长约6m.1.2.2.3设备安装简况1.给排水(1)室内给排水站房室内给水系统不分区,生活给水由变频加压给水管网供给.站房办公区卫生间淋浴由电热水器供给,站房候车厅开水间热水由电开水器供.站房室内采用污废合流管道系统.出站地道和消防水泵房废水采用潜污泵抽升排出室外,其它室内污.废水重力自流排出室外.(2)室外给排水给水水源采用城市自来水.目前自来水单条管道已铺设至距车站0.9Km 处,室外给水管网和室外消防管网分开设置,室外给水管网供水至各用水点.室外排水系统采用雨.污分流制.站房拟定设计分界线内雨水和污水经有组织收集后排至站房拟定设计分界线外污水管网和雨水管网.(3)消防系统室外消防用水流量和压力均由室外加压消防水泵及其消防水池加压供水.室外消防给水管网设计成环状,分2 路接至站台侧室外消火栓加压管网.室内消防系统包括:消火栓给水系统.自动喷水灭火系统.大空间智能型主动喷水灭火系统.气体灭火系统.建筑灭火器等.站房内除出站地道不设置消防给水系统外,其余区域室内消火栓按同层任何部位均有两股消火栓地水枪充实水柱可同时到达地原则布置.设置一座有效容积为400m3 地室内专用钢筋混凝土消防水池.一座有效水容积为18m3 地不锈钢消防水箱一座.除了面积小于5m2 地卫生间.出站地道(四类隧道).室内净空高度超过12m 地候车大厅及不宜用水扑救地房间不设喷洒头外,其余部分均设喷头保护.2.暖通及空调系统包含站房空调系统.通风系统.防排烟系统设计.新建地通信机械室.信号电源及继电器室.信息机房分别设独立地机房专用空调,空调室外机分别设在屋顶.候车大厅.旅客服务等空调房间采用 2 台屋顶式空调机组(单冷分体式),设在站房屋顶处.售票厅(室)及售票办公区则采用VRV 变频多联空调机组.可以充分利用设在候车厅上部地可电动开启地自然排烟窗进行自然通风.站房内公共厕所.吸烟室.配电房.水泵房等房间设机械通风系统.3.电力及电气站房内候车大厅.售票厅等设置中央空调系统,旅客服务.设备用房.办公用房等设置小型多联机.电气系统范围包括站房内10kV/0.4kV 变配电系统,电力配电系统,照明系统,建筑物防雷.接地系统及安全措施,火灾自动报警系统,管网综合.1.2.2.4雨棚及其它工程简况一.二站台雨棚长度均为450 米,结构形式为单柱双侧挑梁,结构最大挑出长度为4.5米.1.2.3XX南站1.2.3.1建筑简况XX南站为站线侧平式站房,共二层,总建筑面积3499.83㎡.一层地面设计高程为226.654m.车站分为中部候车厅一层.两侧功能用房两层.屋面挑檐最高度18.39m.1.2.3.2结构简况站房主体采用钢筋混凝土框架结构站房.站房建筑抗震设防类别Ⅰ.Ⅲ区均为乙级.Ⅱ区为丙级.框架抗震等级Ⅰ.Ⅱ.Ⅲ区为三级.安全等级Ⅰ.Ⅱ.Ⅲ区均为二级,重要性系数均为1.0.主体结构设计使用年限50 年,站房耐久性设计使用年限50 年..地基基础设计等级站房为乙级.建筑耐火等级:地下室耐火等级为一级,地上站房主体为二级.站房屋盖体系采用钢筋混凝土屋面.站房采用钻孔灌注桩桩基础,桩端持力层为中风化石灰岩,桩端进入持力层深度不小于1.0m.桩径1200mm.600mm 灌注桩,单桩承载力特征值1200kN,平均桩长约14m.雨棚基础采用桩承台基础,桩端持力层为中风化石灰岩,桩端进入持力层深度不小于1.0m.桩径600mm 灌注桩,单桩承载力特征值800kN,总桩数为208根,平均桩长约6m.1.2.3.3设备安装简况1.给排水(1)室内给排水站房室内给水系统不分区,生活给水由变频加压给水管网供给.站房办公区卫生间淋浴由电热水器供给,站房候车厅开水间热水由电开水器供.站房室内采用污废合流管道系统.出站地道和消防水泵房废水采用潜污泵抽升排出室外,其它室内污.废水重力自流排出室外.(2)室外给排水给水水源采用城市自来水.目前自来水单条管道已铺设至距车站0.9Km 处,室外给水管网和室外消防管网分开设置,室外给水管网供水至各用水点.室外排水系统采用雨.污分流制.站房拟定设计分界线内雨水和污水经有组织收集后排至站房拟定设计分界线外污水管网和雨水管网.(3)消防系统室外消防用水流量和压力均由室外加压消防水泵及其消防水池加压供水.室外消防给水管网设计成环状,分2 路接至站台侧室外消火栓加压管网.室内消防系统包括:消火栓给水系统.自动喷水灭火系统.大空间智能型主动喷水灭火系统.气体灭火系统.建筑灭火器等.站房内除出站地道不设置消防给水系统外,其余区域室内消火栓按同层任何部位均有两股消火栓地水枪充实水柱可同时到达地原则布置.设置一座有效容积为400m3 地室内专用钢筋混凝土消防水池.一座有效水容积为18m3 地不锈钢消防水箱一座.除了面积小于5m2地卫生间.出站地道(四类隧道).室内净空高度超过12m 地候车大厅及不宜用水扑救地房间不设喷洒头外,其余部分均设喷头保护.2.暖通及空调系统包含站房空调系统.通风系统.防排烟系统设计.新建地通信机械室.信号电源及继电器室.信息机房分别设独立地机房专用空调,空调室外机分别设在屋顶.候车大厅.旅客服务等空调房间采用 2 台屋顶式空调机组(单冷分体式),设在站房屋顶处.售票厅(室)及售票办公区则采用VRV 变频多联空调机组.可以充分利用设在候车厅上部地可电动开启地自然排烟窗进行自然通风.站房内公共厕所.吸烟室.配电房.水泵房等房间设机械通风系统.3.电力及电气站房内候车大厅.售票厅等设置中央空调系统,旅客服务.设备用房.办公用房等设置小型多联机.电气系统范围包括站房内10kV/0.4kV 变配电系统,电力配电系统,照明系统,建筑物防雷.接地系统及安全措施,火灾自动报警系统,管网综合.1.2.3.4雨棚及其它工程简况站场雨棚总长约450 米,基本站台站台宽9米,采用高站台形式(高1.25m).1.3自然条件1.3.1地质构造沿线主要为华南陆块.沿线自东向西经由湘东北武陵—雪峰期逆冲褶皱变形区.湘中—湘南印支期岩浆—构造变形区.雪峰山加里东期逆冲褶皱变形区.构造形迹复杂多变,具多期性,控制着沿线地山川地势及工程地质条件.区域范围内地质构造复杂,构造线密集,断层发育,以近SN和NE向断层为主.其中许多断裂规模巨大,切割深,发展历史复杂.沿线经过主要地区域性大断裂有公田—新宁断裂.桃江—城步断裂.通道—安化断裂.靖县—溆浦断裂.怀化—新晃—镇远断裂等.根据《建筑抗震设计规范》GB50011-2010.《中国地震动参数区划图》GB18306-2001及《新建铁路沪昆客运专线XX至XX段(湖南省界内)工程场地地震安全性评价报告》,结合沿线地质条件分析,XX.XX及XX抗震设防烈度均为 6 度,地震基本加速度值为0.05g,XX.XX及XX区域地质条件较为稳定,地震危险性较小.根据区域地质资料,该场区区域稳定性较好.1.3.2地层岩性沿线地层出露较为完全,自前震旦系至第四系地层皆有分布.岩性以灰岩.白云岩类可溶岩为主,相间分布板岩.泥岩.砂岩.页岩及煤系地层,局部地段有岩浆岩分布.大致可分为:XX至韶山段以中生界白垩系泥质岩及古生界二叠系.石炭系碳酸盐岩及碎屑岩为主,局部为岩浆岩.浅变质岩及煤系地层;韶山至XX段为古生界石炭系.泥盆系碳酸盐岩.碎屑岩及煤系地层;XX至怀化段为元古界浅变质岩为主,局部为燕山期岩浆岩;怀化至芷江段为中生界白垩系泥质岩为主;芷江至新晃段为元古界震旦系.前震旦系变质岩和古生界寒武系碳酸盐岩.碎屑岩相间地层.由于沉积环境地不同,同一时期,不同地区,同一层位地地层岩性差异较大,沉积物地来源,相变.尖灭.夹层具有各自地地方特性.1.3.3地震基本烈度XX.XX及XX地区抗震设防烈度:6 度;设计基本地震加速度值:0.05g;设计地震分组:第一组;地震动反谱特征周期为0.35g.本场地为建筑抗震一般地段.主站房及雨棚建筑抗震设防类别为标准设防类(丙类),按设防烈度6 度进行抗震计算分析,按设防烈度6 度采取抗震措施.其中调度.运转.通信.信号房屋及相关部分为重点设防类(乙级),按设防烈度6 度进行抗震计算分析,按设防烈度7 度采取抗震措施.1.3.4气象特征本线位于湖南省内,属亚热带季风湿润气候,具有气候温和.热量丰富.雨量集中.雨热同季,四季分明地特点,多年平均气温16~18℃,一般东南部高于西北部 1.5~2℃,1月气温最低,月平均气温4~8℃,极端最低气温为-16℃,七月气温最高,月平均气温27~30℃,极端最高气温为43.7℃,多年平均降水量为1200~1700mm,4~6月为雨季,7~8月高温多暴雨,9月至次年3月为旱季.1.4场地水文地质条件沿线通过长江流域.地表水系发育,沿线较大地河流为湘江.资水.沅江等水系,主要水系多呈东西或南北向展布.沿线山间溪沟及次级小河流较发育,一般流程较短,流量受大气降雨控制,因季节而变化,以蒸发.下渗和径流等形式排泄.一般河水位受季节性降雨变化,雨季水流较大.大气降水是地表水地主要补给来源,而地下水是地表水经常性补给来源.1.5工程建设条件1.5.1用电条件XX.湘潭.XX.怀化地区电网较为发达,电力资源充足,高压电源线分布广,沿线各县一般均有110kV变电站,城市附近施工用电较易取得可靠地大容量电源,其余地区电网相对较为薄弱,分布不均衡.施工用电可采用自发电.直接利用地方电源和贯通电力干线相结合地方式供应.1.5.2用水条件沿线经过地区水源较丰富,沿线经过地主要河流有浏阳河.湘江.资水.沅江.舞水等及其支流,地下水资源丰富且埋深较浅.大部分隧道进出口所在地山中峡谷和低地均有小河.小溪流过,大部分桥梁也横跨大河或小河,可直接利用附近河流作为施工用水水源;对于附近河流流量较小或无地表水地工点,可考虑打井取水.1.5.3交通运输条件沿线交通以铁路.公路为主,水运.航空为辅.1.5.3.1 铁路沿线既有铁路交通较为发达,主要有武广客专.京广线.渝怀线.湘黔线.焦柳线.洛湛线等,既有长昆铁路与新建长昆客运专线基本平行,铁路交通运输条件便利.。
高铁站设计方案

高铁站设计方案1. 引言高铁站是现代城市建设不可或缺的一部分,它不仅是交通枢纽,更是城市形象的重要代表。
一个良好的高铁站设计方案能够提升整个城市的形象,优化乘客的使用体验,进一步促进城市的发展。
本文将探讨高铁站的设计要点和技术思路,以期为高铁站的规划与设计提供一些参考。
2. 设计原则高铁站的设计应符合以下原则:2.1 人性化设计高铁站作为服务乘客的场所,应注重人性化设计。
例如,在候车大厅设置充足的座位,提供便利的无线网络服务,以及贴心的残疾人辅助设施等。
2.2 安全可靠作为交通枢纽,高铁站的设计必须注重安全性。
设计方案应考虑防火、防盗、防爆等方面的安全要求,并配置相应的安全设备,如视频监控系统、消防设备等。
2.3 易于导航高铁站通常是繁忙的场所,为了提供良好的乘车体验,设计方案应考虑乘客的导航需求。
通过合理设置导航标识、显示屏和指示牌等,帮助乘客快速、准确地找到站台、出入口和候车区域。
3. 功能分区高铁站的规划应包括以下功能区域:3.1 到达区到达区是乘客进站的第一区域,应设置明显的标识和引导设施,方便乘客快速到达。
3.2 候车区候车区是乘客等候列车的地方,应配置充足的座位和便利设施,如咖啡馆、便利店等。
此外,候车区还应考虑不同乘客群体的需求,如家庭区、商务区等。
3.3 客运区客运区是乘客进出站的区域,应配置充足的安检通道和自助检票设备,方便乘客快速完成安检和检票流程。
3.4 商业区商业区是高铁站重要的经营区域,通过合理的商业布局和租赁政策,吸引商家入驻,提供多样化、便利化的商业服务。
4. 技术设施高铁站的设计还需要考虑相关的技术设施,其中包括:4.1 信息显示系统信息显示系统是高铁站必备的核心设施,通过显示屏、广播系统等手段,向乘客提供准确、及时的列车信息、候车信息等。
4.2 视频监控系统视频监控系统是高铁站的安全保障设备,可以监控乘客流动、重要区域和设施等,提供有效的安全防护措施。
4.3 空调系统高铁站通常是密闭的大型空间,为了提供舒适的乘车环境,应配置适当的空调系统,确保室内温度适宜。
高铁车站建设方案

高铁车站建设方案方案背景随着城市化进程的加速推进,越来越多的人选择通过高铁出行。
因此,建设一座现代化、高效、安全的高铁车站,已经成为城市发展的重要标志之一。
方案目的本方案旨在设计一座现代化高铁车站,以满足不断增长的出行需求和提高城市形象,同时保证安全、舒适、快捷的出行体验。
方案内容地理位置高铁车站应选址在市中心区域,交通便利并能够迅速连接城市的公共交通系统。
同时,为了方便旅客出行,车站周边应有完善的社会服务设施。
设计理念车站外观设计应简洁、大气、现代化,并且展现城市独有的文化和历史特色。
同时,车站内部应遵循人性化设计,既能满足基本的出行需求,也能额外的服务与体验,让旅客感受到舒适和温馨。
建设规模车站应该采用大型、现代化的建筑结构,能够满足高铁列车数量和换乘人数的需求。
车站内部应有充足的候车室、售票处、商场、供应商店、服务设施等。
设施设备车站内部设备应该呈现数字化、现代化的风格,包括自助售票机、自助售餐机、实时公告屏、公共Wi-Fi、普及充电桩、绿色垃圾桶等一系列设备,以方便、快捷、精准的服务。
安全保障车站应该设置完善的安全保障系统,包括视频监控、消防报警、人员安检等设备,以确保旅客安全出行。
方案实施本方案将在市场调研、方案评审、细节设计、施工操作等环节进行全面细致的实施,以确保高铁车站建设方案有序推进,最终实现设计目标。
方案预算本方案的建设预算为1亿元,其中设备采购费用、建设人员工资、物料采购费用、其它管理费用等支出将在方案实施阶段进行开支。
本方案将设计一座现代化高铁车站,以满足不断增长的出行需求和提高城市形象,同时保证安全、舒适、快捷的出行体验。
方案实施将按照市场调研、方案评审、细节设计、施工操作等环节进行全面细致的实施,并将统筹安排预算支出。
特殊应用场合及增加条款1.商务出行• 增加 VIP 等级服务,专属候车室、接待员和行李寄存等服务• 在商务区域内更多的座位和电源插座• 高速稳定的 Wi-Fi 接入服务2.旅游出行• 景区的导览服务、旅游咨询、酒店预订等耳机端到端服务• 行李寄存、旅游纪念品购买、个性化定制旅游路线等服务• 设立文化展区,展示城市地标建筑和历史文化特色3.残疾人出行• 设置无障碍通道和无障碍卫生间,并且增加辅助设施,例如行动不便的旅客电梯、轮椅等设备• 盲人导览、听力解说等多种残障旅客服务,以保证他们出行的安全和便捷• 增加特定座位位置,并且标明额外的竖立标志,方便盲人等残障人士更好地出行4.夜间出行• 增加良好的照明设备,在黑暗环境下更为清晰和明亮的夜间视觉体验• 更加完善的安保警戒和巡逻服务,以保障无论白天和夜间旅客的安全• 延长夜间铁路客运服务,以更好地满足出行需求5.儿童出行• 设立亲子候车区,方便家庭旅行的需求• 儿童用具租赁、儿童娱乐等各种配套服务,以缓解孩子们的出行压力• 在儿童车站的前面设置儿童引导状态,方便孩子们更好地方位附件要求1.车站建设平面视图2.车站内部设计图纸3.设备、消防等安全保障设施图纸4.车站宣传画册或介绍资料这些附件将有助于理解和展示车站设计方案的详细信息,给相关利益相关者以方便他们对车站的理解和评估。
高铁站建筑方案

高铁站建筑方案高铁站作为城市交通枢纽的重要组成部分,不仅需要具备良好的功能性,还需要体现现代化、人性化、可持续发展的理念。
因此,在设计高铁站的建筑方案时,需要充分考虑以下几个方面。
首先,高铁站的外观设计应该具备现代感和独特性。
作为一个城市的门面,高铁站的建筑设计应该能够吸引人们的眼球,成为城市的标志性建筑之一。
可以运用创新的建筑材料和动感的造型设计,打造出富有科技感和时尚感的外观形态,给人一种现代化、高科技的印象。
其次,高铁站的内部空间设计应该注重人性化和舒适性。
在设计建筑内部空间时,应考虑乘客的行李存放、候车区域、商业设施等方面的需求。
例如,可以设置多个行李寄存处和电子显示屏,方便乘客存放行李和了解列车时刻表;在候车区域,可以设置宽敞明亮的休息区和座椅,以提供舒适的等待环境;同时,在高铁站内部还可以设置一些商业设施,如餐厅、小吃摊和商店等,方便乘客就餐和购物。
再次,高铁站的建筑方案需要注重可持续发展。
在设计建筑时,要尽量减少对环境的影响,提高能源利用率,降低能源消耗。
可以采用符合节能要求的建筑材料,如隔热、隔音效果好的材料,以减少能源的浪费;在建筑物顶部可以设置太阳能板,用来提供建筑内部的电力需求;另外,高铁站的设计还可以考虑利用雨水收集系统,用于植物浇灌和厕所冲洗等方面,从而减少对城市的水资源需求。
最后,高铁站的建筑方案还需要考虑到交通流线的合理布局和安全性。
在设计建筑内部空间时,要确保合理的布局,使乘客在到达高铁站后能够迅速找到候车区域和站台,减少等候时间和混乱情况的发生。
同时,要合理规划出口和入口,保证乘客的安全。
总之,高铁站的建筑方案应该兼顾美观性、功能性、人性化、可持续发展和安全性等多个方面的考虑。
通过科技感的外观、舒适的内部空间、可持续的设计理念以及合理的交通流线布局,打造出现代化、智能化的高铁站,为乘客提供更好的出行体验,也为城市发展增添亮丽的风景。
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一 项目分析 The Project Analysis· 城市概况 City general situation· 场地与环境概述 General description of site and environment· 车站概况 General situation of Station· 周边交通状况分析 Analysis of the transportation condition around二 规划设计 The Planning Design· 规划设计理念 Conception of the planning· 功能分区 Function zoning· 交通规划 Traffic planning· 综合经济指标 Comprehensive economic indexes三.建筑设计 The Architectural Design· 建筑构思理念 Conception of architectural design· 平面功能 Functional plan· 流线组织 Flow organization· 无障碍设计 Obstacle−free design· 车站建筑经济技术指标 Economic indexes of architectures within the Station四.站房单体技术设计 Techical Design· 结构设计 Design gist· 建筑给排水系统 The draining system design· 建筑电气设计 The electricity design五.投资估算 The Investment Estimate· 编制依据 Basis of organization· 编制范周及单元 Scope and unit of organization· 各项工程费用编制 Organization of each engineering expensesContentsEstimate in totalPreface20200020501.2200In the first two decades of this century, China will further push forward its all-rounded development: tripling the GDP of 2000, remarkably enhancing comprehensive national strengthen and international competitiveness.In terms of passenger transportation, the country will build fast passenger paths among capital cities and other large and medium cities. A “4 V ertical and 4 Horizontal” fast passenger transportation railway path and three cross-city fast passenger transportation systems will be planned. By then, a total of more than 12,000 kilometers of passenger transportation railway will have been built with the desired speed of passenger train being over 200 kilometers per hour.Being an essential part to railway network, trans stations have already established themselves as comprehensive traffic hubs and modern passenger transportation center on urban and regional levels.1)1) Changsha city is the political, economic, scientific and educational and cultural centre of Hunan Province, the key city in mid-south China region. The Chang-Zhu-Tan economic integration, taking Changsha as the main part and Zhuzhou and Xiangtan as two wings, through continuous exchange and mix together, will be the main core area of economic development of Hunan province. On the ever heating gold travel route of Hengshan, Shaoshan, Changsha.Zhangjiajie, Changsha is located in its center, which is the most important originating and terminating area and gathering and dispersing area of transit of passenger flow in the province. Draw on the experience of development of metropolis and group of big cities in the world, there must be a modernized internationalized infrastructure network and then the developed railway network of big capacity, with high efficiency and environment protection will be no doubt the inevitable selection.2) Changsha Zhuzhou railway hub is connecting four trunk railway lines of Jing~Guang, Zhe~Gan, Xiang~Qian and Shi~Chang, is one of the main railway hubs in central China, and also the main component part of Changsha City communications infrastructure. In accordance with the <Plan of Medium and Long Term Railway Network>, by building Wuhan~Guangzhou Passenger Special Line and Hongzhou~Changsha Passenger Special Line in Changsha,Zhuzhou hub, the layout of “ross type” passenger special lines will be formed gradually within the hub, the regional passenger operation center with Changsha Station and the New Changsha Station as the main passenger stations so as to meet the requirement of increasing passenger volume and improving service quality.2)The New Changsha Station will be located in Lituo Township of Yuehua District in the east of Changsha City, whichis situated in the southeast of the interchangeable flyover of Changsha Avenue and Jingzhu Expressway. It will convergevarious modes of communications of urban rail communications, conventional communications, long distance bus, taxiand vehicles of the community to the hub to form a big scale of comprehensive passenger communications hub. Thescope of conecption design will be the area surrounded by Laodong East Road, Xiangzhang Road, Xin Huahou Road,Zhanqian Road on the east side of Hongqi Road.1)9.5km36.5mThe New Changsha Station will be located in Lituo Township of Yuehua District in the east of city proper, 9.5kmapart from ‘May the First Square’ of Changsha City. It is neighboring new sports city in the west, forest botanical gardenin the south, Mapoling High Technology Agriculture Garden in the north, Jingzhu Expressway runs through on the westside, airport expressway crosses over in the north, round the city line passes through in the south.Apart from part of the land for the residence of village and township people and for some institutions, most of the landis for vegetable gardens, farmland and fish ponds. The land for residents of village and township is in scattered position,the residence for the villagers are mainly of flat house and independent buildings mostly of 1-3 stories.The current instiutions mainly include township firms, offices not bleonging to municipal government and middle andprimary schools. The township firms are mainly building materials factory such as prefabricated parts and warehouses(mainly serving Gaoqiao Market); offices no belonging to municipal government are mainly, village committees andLituo Police Station; presently there are two primary schools of Changtuo Primary School and Lituo Primary School,one middle school of Lituo Middle School. Ground elevation (Hunghai Elevation, similarly hereinafter) is about 36.5m.Site situationZoning analysis9.5km1)1) In accordance wity the Plan of Medium and Long Term Railway Network, by building Wuhan~Guangzhou Passenger Special Line and Hongzhou~ Changsha Passenger Special Line for Changsha Zhuzhou hub, the layout of “cross type” passenger special lines will be formed gradually within the hub. A regional passenger operation center with Changsha Station and the New Changsha Station as the main passenger stations will be formed so as to meet the requirement of increasing passenger volume and improving service quality.2)21024210541.50m2) The New Changsha Station of Passenger Special Line will conduct operations of passenger trains from Wuhan~Guangzhou Passenger Special Line and Hongzhou~Changsha Passenger Special Line. The New Changsha Station will be planned and designed with two rolling-stocks yards, Wu~Guang rolling-stocks yard for the operations of south-north direction Passenger trains and Hu~Kun rolling-stocks yard for the east-west direction Passenger trains resp [ectively. Wu~Guang rolling-stocks yard will be designed with 2 mainlines, 10 arrival and departure tracks, 2 basic platforms and 4 intermediate platforms. Xu~Kun rolling-stocks yard will be a reserved yard, which will be established with 2 mainlines, 10 arrival and departure tracks, 5 intermediate platforms. The reference elevation of rail top in the rolling-stocks yard is 41.505m.3) Dispatching volume of passengers2018240420283591It is forecasted that passenger volume to be dispatched in New Changsha Station will be 24.04 million people in 2018and 35.91 million people in 2028.See the following table for daily peak hour passenger volume for the designed year:2018//The year of 2018 (unit: persons/day, persons/peak hour)Down traffic Up trafficGet on board Get off board Get on board Get off board Daily35945241642991833562Hourly 32352175269323492028//The year of 2028 (unit: persons/day, persons/peak hour)Down traffic Up trafficGet on board Get off board Get on board Get off board Daily 509592680447425 60110Hourly3 458624214268 420820182102028301The New Changsha Station will run 210 pairs of trains in 2018, and 301 pairs of trains in 2028.11Analysis of the transportation condition around1)Relying on Laodong East Road, Xiangzhang Road, Xin Huahou Road, and Hongqi Road which are programmed to be in the adjacent areas, the Station is connected to the outside domain. Xin Huahou Road can be linked with the Jingzhu Expressway which is on the east and the Laodong East Road will be stretched westward to joint the new sports city.2)23The planned urban rail communications network of Changsha City is consisted of Six routes. Urban rail communications Line No.2 and No.3 will pass through the station area in right angle with railway line.Analysis of the transportation conditionsThe Planning Design14Conception of the planning1)I–shaped layoutSince in the plan, Wu~Guang Passenger Special Line and Hu~Kun Passenger Special Line are arranged in parallel and constructed by stage, eventually forming an “I” shape arrangement in the New Changsha Station. Station room is on both sides of the parking lot and in the middle, there is a cross-line waiting room, enabling two parts of the station to connect on the ground floor and the second floor to guarantee that people can pass through freely.2)Green wallTwo large green belts are designed on the both sides of the lines, constituting a ecological “green wall” from south to north. The green wall can reduce the air, noise, vibrating, and visual impact that moving trains may have on the surrounding environment; in the meantime, it can create a comforting, fresh, beautiful environment which is reserved for future utilization.3)Division of people and vehiclesAnalysis of axesThe square in front of the station comprises of two parts: one part is located at the two sides of the bus station on the ground floor, functioning as the assembling square during the Spring Festival traffic peak; the other is composed of the platform on the first floor and the suspended pedestrian path as well. One side connects the entrance hall, while the other spanning the roads in front of the Station and stretching towards the urban green belts on the east and west sides, joining the surrounding hotels and other transportation hubs to open a pedestrian system where pedestrians and vehicles are completely separated. As the eastward and westward pedestrian axial lines, the east pedestrian path candirectly lead to Mopenzhou in Liuyanghe.Analysis of streamline15Function zoning Station room ArchitectureIn the plan, station room is divided into two parts: one is the part that faces the urban roads, including exit, entrance, ticket selling, transferring, office, directing and dispatching sectors, bus station and business services. The other part is the waiting sector which is spanning over the elevated platform. The two parts intersect and combine, presenting an impulsive architectural image and rich interior space.Square in front of the Station and suspendedIn organizing the stream of people, the division of people and vehicles should be implemented as the core principle. The ground floor in front of station room shall function as exit square where taxis and the waiting vehicles could be arranged to wait in order. On the second floor, spaces are provided so that taxis and sending off vehicles to arrive. Platform on the first floor is a pedestrian one, connected to the bus station (on the ground floor), exit, and Square in front of the Station by elevators and stairs. The other ends is linked with the entrance hall, while the other spanning the roads in front of the Station and stretching towards the urban green belts on the east and west sides.Function zoning of site16Second Phase2105Wu-Kun rolling-stocks yard is the second phase. It is under planning and covers 2 mainlines, 10 arrival and departure tracks, and 5 intermediate platforms.Long-distance station zone 1In general urban planning, the long-distance station planned to be located in the west side of Xin Huahou Road at the junction of Laodong East Road which is approximately one kilometer away from the Station to avoid the crowdedness of people and vehicles brought by close range to the train station.Green wallLand use diagramAlong the railways, the north and south sides of station room architecture is planned to be part of the green belt system and a large amount of arbors and bushes will be planted there. The trees which are mainly local species will provide a natural green ecological screening system for the station, reducing the air, noise, vibrating, and visual impact that moving trains may have on the surrounding environment; in the meantime, it can create a comforting, fresh, beautiful environment which is reserved for future utilization.17Traffic planningIn the days to come, the Changsha Station will serve as a modern railway transportation hub which combines multiple transportation modes together to achieve the fast and flexible change among all transportation modes and give full play to the huge importance of the Station in the modern city.In this program, distance-free change mode is the focus. Since elevated platform mode is adopted, so the large space under the rolling-stocks yard can still be applicable. Entrance and exit, waiting place for taxis and picking-up vehicles, accesses to subway parking lots for buses and private vehicles are placed on the ground floor to enable the change among various transportation modes—taxis, private automobiles, buses and subway. The first floor is pedestrian platform whereas the second floor being arriving floor for taxis and sending-off vehicles with which passengers can enter the waiting room without climbing stairs. On each floor, there is elevator, escalator and stairs which function as vertical connection.Division of people and vehiclesA pedestrian system is specially designed on the first floor, enabling the bus passengers to enter and exit by foot without mingling with vehicles. In the meantime, elevator, escalator and stairs will be set up to link other transportation modes, facilitating changes.18Analysis of the main streamlinecEntering streamline2Sending-off vehicles—vehicles and taxis can directly arrive at the second floor, enabling passengers to go inside the cross-line waiting room without going up and down the stairs.Entering streamline of pedestrians—through the platform on the first floor, passengers can pass the railway in front of the Station.Streamline of people entering the subway—subway accesses should be located on the square in front of the Station and within the Station.Streamline of people entering bus station—the bus station is situated right in front of the entrance and exit, enabling passengers to enter the station at ease through the platform on first floor.Self-driving streamline—as to self-driving people, they can park their private park on the social parking lot on the north and south sides and climb to the first floor platform to enter the Station.dExiting streamlineEntering streamlineExiting streamline of people can enter the exits which are on the two sides and in the middle of the Station through a westward and eastward spacious exiting passage.Taxi streamline—a waiting area for taxis will be located on the two sides of the exit square. Bus streamline—When out of the Station, passengers will climb to the passenger area on the first floor by escalator. Private automobile streamline—When driven out of the Station, these automobile can enter the society by going northward and southward. Subway streamline—when exit the Station, passengers can go down to the subway floor through the subway change access on both sides of the exit. Long-distance change—When exit the Station, the stream goes north along the road to long-distance station.Exiting streamline194.Comprehensive economic indexesLand use FormationAreaPlanned total area Area for railway station Area for public square Landscaping area Road area Parking lot area station room building area Floor area ratio Landscaping ratioThe Architectural Design1.Conception of architectural design“Floating yarn Boat shadow”1)Floating yarn48Originated from the “silk gauze” unearthed from Western Han Dynasty at Mawangdui, which weights only 48 grams. Its extreme thickness reflects the supreme weaving skill. “Floating yarn” refers to the awning at platforms. The awning is light and transparent, thus can provide shelter from the sun and in the meantime let in sunlight. It is through the awning that the sunshine spreads on the platform, creating a wonderful fusion of light and shadow. There, people find themselves among an amazing world of light and sound. Viewing from a distance, the inclined load-carrying members assemble a splendid gathering of trees. Once getting of the train, passengers will immediately fall into an vast ocean of light and shadow that feels like silk gauze and it is then the beautiful city Changsha is imprinted on their minds.2)Boat shadowSilk gauze Awning of platform23With the beautiful Xiangjiang River in a distance and the winding Liuyanghe in close range, the land is nourished by rivers in silence. In rivers, one goes fishing and boating, leaving boat shadows behind. In designing the roof on station room, designers echoed the overlapping of boat shadows and waving of lights when boating on rivers. The roof on waiting hall is designed as a mixture of fantasy and reality. With the roof, people can not only be sheltered from wind and rain but also observe the change of time through it. The roof of the whole waiting hall stands on top of the canopy, just like a little boat floating across the water.Liuyang river1.3ScreenBoat shadowAdding a city screen between station room and bus station, the station acquires a messenger board to put out train information, introduction to the city, and commercial advertisements. Meanwhile, the screen can also function as eastward and westward shelter from rain and wind. From exterior to interior space, the Station is then divided into open space, semi-open space, and interior space, providing enhanced space feeling and vision impact.Screen2.Functional plan±0.00Exiting floor plan ±0.00 elevation246.25Entering square floor plan (6.25 elevation)The plan is mainly designed for exiting service to passengers. Therefore, exit passage, picking-up hall, change lounge, luggage hall, technical operation, administration and auxiliary living rooms (dispatch, telecommunication, signal, and electric power, etc.). In addition, access to subway, taxi, bus, and social parking lot are designed to be on this floor as well. a passage in the middle and ticket checking and boarding section on two sides, providing shopping, café, lounge, catering and sanitary fittings. A green passage is designed in the hall to offer fast and convenient direct access to cross-city expresses, laying the foundation for the Station to transform into a “passing station”.The floor plan mainly serves as platform level. Platform is located on one side of the station room, with entering square on the other side. It is a pedestrian floor. In the middle of the station room architecture, there is the entering hall. The ticket selling hall is situated on one side of the entering hall, while the other side being used for commercial, presentation and fast food. VIP lounge and administrative and service room to basic platform is located on one side facing basic platform.The grornd floorThe first floor2516.25Cross-line waiting hall floor plan (16.25 Elevation)3.Flow organizationThe cross-line waiting hall for entering passengers is located on the floor. Passengers can reach the platform on the second floor by vehicle and enter the hall without climbing up stairs. The space inside the hall is open and bright, withTrain stations generally feature large amount of passengers and complicating streams of people and vehicles, thus require rational organization of all streams of people. Passenger transportation station room can mainly be divided into passenger and administrative sections. In the design, administrative part of the Station is opposite to the direction of passengers. The two parts are designed to be independent to avoid interruption. In the meantime, there are passages that connect entering hall and exiting hall to the administrative part to facilitate management.The passengers are composed of entering streamline, exiting streamline and ticketing booking streamline, hence complexion. 1) Entering streamline: Passengers first enter the grand hall through platform on the first floor, and then ascend to the cross-line waiting hall through escalator and elevator. After ticket checking, go down to platforms through suitable passages. 2) Exiting streamline: after exiting, passengers go down to the exiting passage and then leave from exiting hall which is in the middle of the station room and leave by different change modes. 3) Ticket booking streamline: the ticket selling hall is located on the first floor. After buying tickets, passengers can enter the entering grand hall beside.The second floorAnalysis of streamline26Analysis of entering streamlineAnalysis of exiting streamline4.No obstacle design275. Economic indexes of architectures within the StationPeople contented in the station roomHuman beings are highly valued in the design, thus physically-challenged population such as the handicapped and aging are both taken into careful consideration to ensure everyone can move without obstacles.Obstacle-free design is considered in the entrance to station room, parking service area, and service area. The elevators in the Station are designed to be obstacle-free ones with special bottoms and rails for the handicapped and indicating road for the blind on the elevator opening. In public bathrooms, water closets and hand basins for handicapped are designed. In the male bathroom, urinal stall and safety rail are added.Total building area of architectures within the Station Passenger transportation room Auxiliary production and living room Canopy on the platform SubwayParking lotParking space for busParking space for taxi Parking space for social vehiclesThe Structutal Design301. Design gist1) The main design norms, rules and statute; adopted in theproject Credibility design of architecture structure uniform standard (GB50068-2001) Architecture anti- earthquake defend cIassilication standard (GB50223-95) Concrete structure design norm (GB50010-2002) Architecture structure load norm (GB50009-2001) Architecture and-earthquake design norm (GB50011 -2001) Architecture basis and foundation design norm (GB50007-2002) Architecture peg basis technical norm (JGJ94-94) Industry building antisepsis design norm (GB50046-95)And other concerned national technical rules and norms. 2) Geology The stratum of the station area is mainly alluvial deposit and diluvial layer of Holocene Series of Eocene Epoch, with binary structure, the total thickness of generally 7~25m. The upper portion is composed of clay, silty clay, mud sediment, very soft silty clay etc. with the layer thickness of 6~1lm normally. The lower portion is composed of silty sand, medium coarse sand, round gravel soil, cobble soil etc. with the layer thickness of 5~15m. The underlying bedrocks are argillaceous silty rock of Cretaceous System, gritstone, sand rock with gravel etc. the rock is soft and weak. The thickness of the weathered layer is about 3-17m. The types of underground water of the station area is mostly the pore submerged water of loose layer of Eocene Epoch, mainly borne in the layer of sandy soil of the lower stratum with plentiful of water which is mainly replenished by atmosphere rainfall and water of rivers and is complementary with rivers. The buried depth of underground water is normally 0.5~3.7m which is not corrosive to concrete in general. The bottom is crack pore submerged water; the water volume is normally deficient. 3) Structure system This project has three layers of main body, wifh six degrees anti-earthquake fortify, the basic earthquake acceleration of 0.05g, the earthquake grouping of group one, the safety grade of architecture structure ol class one, the fixed number of year in use ot 50 years, the anti- earthquake defence classification of B, the groundwork foundation design grade ol A; the main body adopts fieldwork steel and concrete frame structure, the waiting room adapts steel net frame structure, the anfi- earthquake grade Is C, 4) Foundation pattern The building foundation adopts pillar descends a basis of reinforced concrete, holding the dint layer as chalk- bottom the third department east in lakes (K- E) dn and ambitions stay a sandstone, powder sandstone of the together grove in department.2. Bridge design Bridge at agreeable the orbit direction establishes to prepare should the dint concrete consecution just construction, a material of beam adoption C50 prepare should the dint concrete, the shape of frusta anticipates to adopt the reinforced concrete of C30, the foundation adopts 0 8-1.0 meteis to drill a hole the stake.The Draining system DesignConstruct lo drain the profession design the contents include: indoor water supply design, drain the design,Ithe tire lighting system design and outdoors kitfacilities.338()1. Design of the living water supply 1)Water source condition of the station building: The living water supply connects from the city water pipe net, the fluid matter match lite the drinking water hygiene standard ; Medium water from the outdoors dirty water processing the station provide, the iluid matter match the city dirty water rebirth make use of, the cify is miscellaneous use fluid matter of water and dirty water of city rebirth make use of. the view environment use fluid matter of water request.2)The living water supply The living water supply is leaded directly from the city water pipe net, used for producing life to use the water usually, and the cold and hot source system of air condition repairs the water, dividing the system to equip the water meter, calculating alone. Each layer establishes to give or get an electric shock the boiled water machine supply boiled water.3)Medium water supply Parts of waste water manages a collections, after dirty water handle the station concentration processing to reach the mark, used for flushing toilets, flushing ground, green turn, the view of water and fire fight use water.4)Fire fight water supply According to the fire fight norm, the whole building establishes fire fighting system of hydrants, thearrangement ot the hydrantsassures two water guns of substantial pillar of water arrive indoor any part at the same time every layer, the substantial pillar of waterof the gun of water is no smaller than 13 meters, adopt sectional thefire fight cabinet thai take the fire extinguisher, eliminate the fire to bolt a people diameter as 65m, go together with the hemp waterdragon to take 25meters, the water gun muzzle path 19m, eliminate the fire to bolt the box inside go together with to establish adish of fire fight, from eliminate the fire to bolt the consumption In the box button start outdoors fire fight pump.Inside the building, official rooms and commercial rooms are no bigger thon the room of 8 meters to establish the wet type to spray the water to extinguish tire the system automatically, from spray the system to press medium the dangerous class I class design.The outdoor underground sets up fire lighting water pump house and the lire fight pond, eliminate the fire to bolt the system and from spray the system to establish each two sets of the fire fight water pump for cent (an use a prepare); regulate the pond and do the fire fight pond from the medium water; three layer copings establish to eliminate the fire to bolt In the building, from spray the system suitable for use water rank, supply a fire the early fire light to use the water.Eliminate the ftre bolts the system, from spray the system to establish the outdoor underground type fire fighting water pump to combine the machine for cent.According to the request of the norm, establish the outdoors wreath lorm to supply water to take care of the net and outdoor hydrants.According to the building fire extinguisher installs to design the norm . the whole building goes together with to establish the ambulatlon type building fire extinguisher. Flood the put out type air to extinguish fire the system with all of the building constitution for the important correspondence, signal and electric power.。