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S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段预制T梁专项施工方案邵阳公路桥梁建设有限责任公司省道302线北川曲山至茂县界段(曲山任家坪至禹里段)灾后重建工程施工第七合同段预制T梁专项施工方案一、编制依据1.1标准与规范
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段1)交通运输部部颁标准《公路工程技术标准》JTGB01-20032)交通运输部部颁标准《公路桥涵设计通用规范》JTGD60-20043)交通运输部部颁标准《公路钢筋混凝土及预应力混凝土桥涵设计规范》JTGD62-20044)交通运输部部颁标准《公路桥涵地基与基础设计规范》(JTGD63-2007)5)交通运输部部颁标准《公路桥梁抗震设计细则》(JTG/TB02-01-2008)6)公路交通行业标准《公路桥涵施工技术规范》(JTJ041-2000)7)公路交通行业标准《公路桥梁伸缩装置》JT/T327-20048)公路交通行业标准《公路桥梁板式橡胶支座》(JT/T4-2004)9)公路交通行业标准《公路工程抗震设计规范》JTJ004-891.2技术指标1)安全等级:一级2)设计荷载:公路-Ⅱ级3)环境类别:Ⅰ类4)地震动峰值加速度:0.20g5)公路等级:三级公路;设计车速:30Km/h6)主梁跨径:30.0m7)桥面宽度:9.00m一、桥梁概况拟建K13+452(小马桩Ⅱ
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段号桥)位于北川县禹里乡秀水村二社,起止桩号为K13+403.46~K13+500.54,本桥平面分别位于圆曲线上,纵断面纵坡-0.83%;桥梁设计方案中心桩号K13+452,孔径为3×30m,总长97.08m。上部结构采用30m预应力砼T梁,简支桥面连续;下部结构采用轻型桥台,钻(挖)孔灌注桩;桥墩采用双柱式桥墩,钻(挖)孔灌注桩基础。三、后张法预应力T梁预制方法1、预制场地选择与布设为节约临时占地,避免梁体的二次倒运,同时考虑到T型梁架设方便,T梁集中在K13+300~K13+400路基段设预制场预制。预制场内使用25t吊车进行钢筋、模板吊装以及混凝土的浇筑作业,场内另设钢筋库房、钢筋加工场及小型构件生产区等。混凝土采用2台750L型强制性搅拌机集中拌合。预制场共建4个台座。2、制梁台座及模板工程(1)制梁台座C30砼台座置于施工完毕的K13+300~K13+400段预制场内,要求下沉量不超过2mm,表面打磨平整,以利于侧模与底模的密贴。同时考虑到T梁张拉后起拱度,台座表面设2cm反拱,高度渐变。(2)模板制作及要求a.侧模:侧模用型钢及钢板制成定型模板,以梁横隔板为界,每侧可分成四段。底部用螺栓通过底座将左右两边的侧模紧固,上部根据需要设置穿心螺栓紧固。侧面设置可调支腿,底部用型钢做成向外倾斜的坡角,松开螺栓和可调支腿,钢模板就会因自重作用而自动脱模。侧模配置附着式振动器,以保证梁体混凝土能够浇筑密实。单元模扇面板用5mm
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段钢板模压成型,水平肋和竖肋采用8号槽钢,竖向加劲肋采用∠50×50×5制成。支架为12号槽钢。b.端模用钢板制作。端模上的预应力钢绞线束的孔洞位置一定要精确,符合规范要求。所有的钢模板制作拟请有资质等级的钢构件厂加工制造,各种尺寸一定要符合设计规范要求。(3)立、拆模板立模顺序为:涂脱模剂→贴接缝止浆海绵条→安侧模→安端模。利用吊车立拆模板,立模时按底模已打出的梁轮廓线、隔板位置线,先安装侧模,再安装端模,对正立好,板缝用薄海绵条压紧以防漏浆。立模后要对板缝、连接上拉杆、下楔块进行检查,确认无误后安装振捣器进行混凝土施工。梁体混凝土灌注完毕达到规定强度时即可拆除固定支撑架、拉杆、楔块,待混凝土强度达到设计强度70%时可全部拆除。拆模时,先将所拆模扇与吊车钩挂好,然后再侧模顶两竖带间用1~2台螺旋千斤顶施顶,下部可采用手拉葫芦拆模。立模时注意:a.模板要洁净,要均匀涂刷脱模剂。b.立模前,在台座上准确标出梁的横隔位置。c.模板接缝要严密平顺。d.立模后,要严格检查模板的平直度与垂直度。e.在整个施工过程中药始终保持模板的完好状态,认真进行维修保养工作。3、钢筋过程
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段(1)钢筋骨架的制作及安装钢筋调直、连接、切断、弯曲均采用机械加工,加工好的半成品分类挂牌堆放。钢筋的加工再钢筋加工棚内进行。所有的钢筋在加工之前,必须清污、调直。下料、弯制要准确。钢筋骨架绑扎成型在相应的台座上进行。绑扎前在台座底模顶面标出主筋、箍筋、横隔板、变截面位置及骨架长度。钢筋绑扎完毕核对无误,即可进入下道工序。(2)在绑扎钢筋骨架时,应按设计位置绑好波纹管的定位片,钢筋骨架定位后,再穿上经检查合格的波纹管并要绑扎牢固,保证在浇筑混凝土时波纹管不会下掉或上浮。波纹管接头要严格密封,防止灰浆渗入波纹管中。若钢筋与波纹管发生碰撞,应保证管道位置不变而适当挪动钢筋位置。(3)钢筋保护层使用预制高强度塑料垫块。4、波纹管波纹管安装时用定位网控制波纹管位置不超出设计位置2mm,间距1.0m,定位网用φ10钢筋弯制。为防止管道产生死弯,在波纹管外侧捆绑一根φ10钢筋作为导向钢筋。波纹管接头套紧,并胶带缠好,以防漏浆。5、梁体混凝土浇注(1)混凝土在拌和站集中拌和,水平运输采用砼搅拌运输车运送,运输道路要平整,垂直运输采用吊车及料斗入模。浇筑混凝土采用水平分层,按先底板,再腹板、最后顶板的施工程序浇筑砼。(2)在搅拌混凝土时,控制混凝土骨料最大粒径不得大于25mm。梁端2m范围内及
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段锚下混凝土局部应力大、钢筋密,要求早期强度高,因而混凝土最大粒径不得大于2cm,特别是锚下混凝土,应充分振捣,严格控制其质量。浇筑上层混凝土必须在下层混凝土初凝之前覆盖,以保证接缝处混凝土的良好接合。(3)梁体的混凝土振捣以附着式的振捣为主,插入式振捣器为辅,主要采用侧振工艺。a.梁体两侧的附着式振动器按梅花型布置,水平间距3.0m。避免振动力相互抵消;附着式振动器要集中控制,浇筑什么部位振什么部位,严禁空振模板;附着式振动器与侧模振动架要密贴,以便混凝土最大限度地吸收振动力。附着式振动器振动功率为2.2KVA,每次振动时间不超过30秒。b.浇注上翼板混凝土时,振捣以插入式振捣器为主,平板振动器将混凝土面整平。振动器的振动为间断式,混凝土不再下沉,无气泡上升,表面平坦并有薄层水泥浆出现。在捣固时注意不要振到预留孔道及底模表面。(4)混凝土施工时要注意如下事项:a.浇筑前,要对所操作人员进行详细的技术交底,并对模板和钢筋及预埋件进行一次全面的检查,符合设计规范要求后方可施工。b.混凝土浇筑时,下料要均匀、连续,不要集中猛投而产生混凝土的阻塞。分段浇筑时,在混凝土尚未到达的区段内,禁止开动该区段的附着式振捣器,以免空模振捣而导致模板变形。c.施工中随时检查模板、钢筋及各种预埋件的位置和稳固情况,发现问题及时处理。d.混凝土浇筑过程中随时检查混凝土的坍落度和干硬性,严格控制水灰比,不得随意增加用水量,前后台密切配合,以保证混凝土的质量。
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段e.每片梁除留足标准养护试件外,还应制作随梁同条件养护的试件3组,作为拆模、移梁等工序的强度控制依据。f.认真填写混凝土浇筑施工原始记录。(5)梁体混凝土的养护梁体混凝土灌注完毕后,待表面收水并硬化后对混凝土进行养生。在混凝土表面进行覆盖草袋洒水养生,覆盖时不得对混凝土产生不良的外观和污染。在养生期内保持混凝土的湿润。冬季施工应采取保温措施,覆盖土工布,并用煤炉加温。6、清孔、穿束(1)用高压水进行清孔,再用高压风吹净波纹管内的存水,必要时用钢制梭形器清孔,若有灰浆进入一定要反复细致的清孔,并将孔内杂物全部清除,穿束时先把几根钢绞线的头部焊在一起由一端穿入,必要时可在钢绞线束头部焊上一个钢筋的小环,由另端穿入的高强钢丝拉过去。(2)预应力钢绞线束的制备要按规范要求进行。对所用钢绞线应先进行检查,保证其无锈蚀、无硬伤。钢绞线下料时应先在切口两侧各5cm处用细铅线绑扎紧以防散开。(3)钢绞线的下料严格按照“设计长度+工作长度=所需长度”的原则,用切断机或砂轮锯切割,绑扎成束,进行编号挂牌堆放。7、后张法预应力施工(1)张拉设备的选择根据设计采用2套千斤顶,及配套的油泵。锚具采用型号为15-9和15-10群锚体系。
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段(2)张拉准备张拉前做好张拉设备的配套校验与标定。计算与张拉吨位相应的油压表读数和钢绞线伸长量,确定张拉顺序。画出油压表的读数和实际拉力的标定曲线,确定预应力束中应力值和油压读书见的直接关系。(3)张拉工艺张拉时混凝土强度不应低于设计强度的85%,且龄期不小于7天。张拉时采取两端张拉工艺,按设计要求的顺序依次张拉,100%N1→50%N2→100%N3→100%N2。注意缓慢均匀,按0→初应力(一般为张拉力10%~25%)(持荷两分钟)→100%控制应力→锚固的程序张拉。具体张拉程序如下:a.先将钢绞线束略微予以张拉,以消除其松弛状态,并检查孔道轴线、锚具和千斤顶是否在一条直线上,注意钢绞线束中每根钢绞线受力均匀。b.当钢绞线束初始应力达到张拉控制应力的10%~25时,此时应将千斤顶充分固定。在把松弛的钢绞线拉紧后,在两端精确地标以记号。c.张拉时,滑丝、断丝数量符合规范要求。超过限制数时,应进行更换,如不能更换时,可提高其它束的控制张拉力,作为补偿,但最大张拉力不得超过千斤顶额定能力,张拉控制应力不得超过钢绞线的标准强度的75%。d.张拉力和延伸量的读数应在张拉过程中分阶段读出。张拉后,应测定预应力筋的回缩量。e.为使拉力控制准确,采用仪表读数与伸长值双控制,根据应力与伸长的比例关系,实测的伸长量与计算的伸长量之差在±6%以内。
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段f.张拉时为两端同时张拉,同时施加应力。应配合口哨或对讲机进行配合,发出信号后,两端同时张拉。8、孔道压浆与封锚(1)孔道压浆前的准备工作a.割切锚外钢绞线束,预应力钢绞束切割后的余留长度不超过2cm。b.锚具外面的预应力筋间隙应用环氧树脂胶浆填塞,以免冒浆而损失灌浆压力。c.冲洗孔道压力水冲洗孔道,最后用压缩空气排除孔内积水,但要保持孔道润湿,而使水泥浆与孔壁的结合良好。(2)孔道压浆a.压浆顺序自上而下,并应将其中一个断面的孔道一次作业中压完,以免孔道漏浆堵塞邻近孔道,如集中孔道无法一次压完时,将相邻未压浆孔道用压力水冲洗,使继续压浆时畅通无阻。b.每个压浆锚塞进、出浆口均应安装一节带阀门的短管,以备压注完毕时封闭,保持孔道中的水泥浆在有压力的状态下凝结。c.压浆采用活塞式压浆泵,不得使用压缩空气。压浆的压力以保证入孔的内水泥浆密实为准,开始压力要小,逐步增加。为了保证质量,拟采用二次压浆的方法,第一次压浆30分钟,再由另一端反向压浆,保持0.6Mpa~0.7Mpa。每个孔道压浆至最大压力后,应有一定的稳定时间。压浆应达到孔道另一端饱满和出浆,并达到排气孔排出与规定稠度相同的水泥砂浆为止。
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段d.为检查孔道内水泥浆的实际密度,压浆后应从检查孔抽查压浆的密实情况,如有不实及时处理和纠正。要在拌制水泥砂浆同时,制作标准试块,经与构件同等条件养护到20Mpa后可撤销养护,方可进行移运和吊装。(3)封锚根据设计要求:一联中跨主梁两端均不封锚;一联的中跨伸缩缝端封锚,另一端不封锚,不封锚时应采取防止锈蚀的措施。封锚按如下进行施工:a.孔道压浆完毕后立即将梁端水泥浆冲洗干净,同时清除支承垫板、锚具及端面混凝土的污垢,并将端面混凝土凿毛,以备浇筑封端混凝土。b.设置端面钢筋网。为固定钢筋网的位置,可将部分箍筋点焊在支承垫板上。c.固定封端模板,以免在浇筑混凝土时模板走动而影响梁长。立模后校核梁体全长。其长度应符合允许偏差的规定。d.浇筑封锚混凝土时,要仔细操作并认真振捣,保证锚具处的混凝土密实。9、移梁梁体张拉或封锚混凝土达到强度后,即可将梁体从台座上吊离,运至存安装地点,台座经整理后,进行下片梁的生产。吊移过程应注意下列事项:(1)注意梁体的支承点位置。(2)注意在梁滑移过程中支撑好,防止梁体倾覆。(3)注意存梁时要考虑好架梁时对中片、边片的需要顺序,尤其是边片的左右片要配好。T梁预制施工工艺流程详见下图
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段四、施工中的相关预防措施1、冬季施工措施本工程所处地区气候冬季负温天气持续时间较长,工期紧,所以工程在施工过程中,为保证施工质量,必须对施工采取相应的措施。具体措施如下:(1)钢筋在加工棚内加工,棚内设取暖设备,减小焊件温差的梯度,并注意焊接后的接头不能立即接触冰雪。(2)在混凝土中加入适量的抗冻早强剂,以提高混凝土的早期强度,特别是T梁预制时。(3)对拌和水及集料施工前进行加热处理,保证不用结冰的水和集料。(4)搅拌混凝土时,先投入骨料和加热的水,待搅拌一定时间后,水温降至40C°左右时,再投入水泥继续搅拌到规定的时间,要绝对避免水泥假凝现象。(5)混凝土的搅拌时间不低于2.5min,搅拌出盘温度控制在20℃以上。(6)施工中精心组织,密切配合,尽可能缩短混凝土出盘后的运输时间,以防止混凝土温度散失过快。(7)混凝土要快浇筑、快振捣、快覆盖、快蒸养,混凝土的入模温度不低于20C°。混凝土的覆盖温度不能低于18℃。(8)混凝土浇筑前,清除模板和钢筋上的冰雪和污垢,建筑时采取防风措施,并严禁留置施工缝。
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段(9)混凝土浇筑完成后,立即予以覆盖。覆盖物位两层塑料薄膜中间夹草袋。(10)增加固体养生试件组数,连续结构负弯矩钢绞线张拉前,进行混凝土试件试压,达到规定强度后,方可进行张拉作业。(11)浆砌圬工砌体冬季施工时,采取对拌和水加热的方法提高砌筑砂浆温度,方法与混凝土基本相同。砌筑后,立即覆盖保温。1、雨季施工安排四川绵阳山区雨量充沛,雨季主要是4~8月,降雨期长且本标段地势处于山区,对施工影响较大。为保证施工质量,在施工组织设计中,已充分考虑了当地雨季分布情况和降水特点,注意了合理安排施工顺序和部分工程项目的施工时间,混凝土工程尽快避开在雨天浇筑。(1)临时设施和施工设施布设时,充分考虑防雨需要,施工便道防排水系统安排专人维护,降雨后立即巡查排险,及时修复。(2)进入雨季前。对所有用电设备进行安全检查,落实防雨措施,对现场机械设备停放做出安排,确保不受雨患影响。(3)与当地气象部门签订中长期天气预报服务协议,以定期获得旬、月天气预报,据此合理安排施工。(4)桥涵混凝土施工时,搭设防雨棚,遇大雨或暴雨时,停止施工。需连续灌注的混凝土,备足雨具作业,并及时调整施工配合比。对做好的工程,为防止雨水冲刷砌缝流失走砂浆,用防雨布覆盖。(5)雨季来临时会对地材供应造成很大影响,因此在雨季来临前做好地材的备料,必要时根据天气预报租用料场集中将雨季施工用的材料备足,以免因料不足影响施工。
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段1、停电、停水施工措施由于本项目所在地处于地震灾区,震后很多公共设备设施未完全恢复,导致工地上常停电,为了保证工程的顺利进行,我项目部自备3套100KW发电机组,在停电时自行发电满足工地施工用电要求。2、施工安全措施(1)桥梁施工前对新进场的工人进行安全生产的教育和培训,经考核合格后,方准许其进入操作岗位。(2)对起重、焊接和车辆驾驶等特殊工种的工人,必须经地方劳动局等有关部门培训合格后持证上岗。(3)在采用新工艺、新方法、新设备或调换工作岗位时,对工人进行新操作方法和新工作岗位的安全教育。(4)针对桥址河流季节性流水的特点,汛期前认真做好防汛工作,及时与当地水利部门取得联系,成立防汛领导小组,组成抗洪抢险队,配置必需的抢险器材和物资,警钟长鸣,常抓不懈,随时应急处理突发事件。(5)高空作业人员必须进行身体检查,凡患有高血压、心脏病以及其它不适于高空作业者,不得从事高空作业。对于高空作业人员必须系安全绳,作业人员要穿胶鞋和软底鞋,不准穿拖鞋、硬底鞋以防滑倒和摔下。现场所有的施工人员必须戴安全帽,严禁穿拖鞋上班工作。(6)施工用电设专职电工负责,所有电闸箱必须上锁。(7)搭设和使用脚手架,严格遵守有关的技术标准和安全技术规程。吊、挂式脚手架使用的钢丝绳和其它绳索,不得有缺陷并满足规定安全系数。
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段(8)按照安全操作规程组织施工,各种机械写明操作规程,施工现场挂安全标志牌,张贴安全标语,把“安全第一,预防为主”的思想始终灌输在每个施工人员的头脑中。ganemploymenttribunalclaimEmploymenttribunalssortoutdisagreementsbetweenemployersandemployees.Youmayneedtomakeaclaimtoanemploymenttribunalif:·youdon"tagreewiththedisciplinaryactionyouremployerhastakenagainstyou·youremployerdismissesyouandyouthinkthatyouhavebeendismissedunfairly.Formoreinformationaboutdismissalandunfairdismissal,see Dismissal.Youcanmakeaclaimtoanemploymenttribunal,evenifyouhaven"t appealed againstthedisciplinaryactionyouremployerhastakenagainstyou.However,ifyouwinyourcase,thetribunalmayreduceanycompensationawardedtoyouasaresultofyourfailuretoappeal.Rememberthatinmostcasesyoumustmakeanapplicationtoanemploymenttribunalwithinthreemonthsofthedatewhentheeventyouarecomplainingabouthappened.Ifyourapplicationisreceivedafterthistimelimit,thetribunalwillnotusuallyacceptit.Ifyouareworriedabouthowthetimelimitsapplytoyou,takeadvicefromoneoftheorganisationslistedunder Furtherhelp.Employmenttribunalsarelessformalthansomeothercourts,butitisstillalegalprocessandyouwillneedtogiveevidenceunderanoathoraffirmation.Mostpeoplefindmakingaclaimtoanemploymenttribunalchallenging.Ifyouarethinkingaboutmakingaclaimtoanemploymenttribunal,youshouldgethelpstraightawayfromoneoftheorganisationslistedunder Furtherhelp.Ifyouarebeingrepresentedbyasolicitoratthetribunal,theymayaskyoutosignanagreementwhereyoupaytheirfeeoutofyourcompensationifyouwinthecase.Thisisknownasa damages-basedagreement.InEnglandandWales,yoursolicitorcan"tchargeyoumorethan35%ofyourcompensation ifyouwinthecase.Ifyouarethinkingaboutsigningupfor adamages-basedagreement,youshouldmakesureyou"reclearaboutthetermsoftheagreement.Itmightbebesttogetadvicefromanexperiencedadviser,forexample,ataCitizensAdviceBureau. TofindyournearestCAB,includingthosethatgiveadvicebye-mail,clickon nearestCAB.Formoreinformationaboutmakingaclaimtoanemploymenttribunal,see Employmenttribunals.The(lackof)airupthereWatchmCaymanIslands-basedWebb,theheadofFifa"santi-racismtaskforce,isinLondonfortheFootballAssociation"s150thanniversarycelebrationsandwillattendCity"sPremierLeaguematchatChelseaonSunday."IamgoingtobeatthematchtomorrowandIhaveaskedtomeetYayaToure,"hetoldBBCSport."Formeit"sabouthowhefeltandIwouldliketospeaktohimfirsttofindoutwhathisexperiencewas."
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段Uefahas openeddisciplinaryproceedingsagainstCSKA forthe"racistbehaviouroftheirfans"during City"s2-1win.MichelPlatini,presidentofEuropeanfootball"sgoverningbody,hasalsoorderedanimmediateinvestigationintothereferee"sactions.CSKAsaidtheywere"surprisedanddisappointed"byToure"scomplaint.InastatementtheRussiansideadded:"WefoundnoracistinsultsfromfansofCSKA."Agehasreachedtheendofthebeginningofaword.Maybeguiltyinhisseemstopassingalotofdifferentlifebecametheappearanceofthesameday;Maybebackinthepast,tooneselftheparanoidweirdbeliefdisillusionment,thesedays,mymindhasbeenverymessy,inmymindconstantly.Alwaysfeeloneselfshouldgotodosomething,orwritesomething.Twentyyearsoflifetrajectorydeeplyshallow,suddenlyfeelsomething,doit. 一字开头的年龄已经到了尾声。或许是愧疚于自己似乎把转瞬即逝的很多个不同的日子过成了同一天的样子;或许是追溯过去,对自己那些近乎偏执的怪异信念的醒悟,这些天以来,思绪一直很凌乱,在脑海中不断纠缠。总觉得自己自己似乎应该去做点什么,或者写点什么。二十年的人生轨迹深深浅浅,突然就感觉到有些事情,非做不可了。Theendofourlife,andcanmeetmanythingsreallydo? 而穷尽我们的一生,又能遇到多少事情是真正地非做不可?Duringmychildhood,thinkluckymoneyandnewclothesarenecessaryforNewYear,butastheadvanceoftheage,willbemoreandmorefoundthatthosethingsareoptional;Juniorhighschool,thoughttohaveacrushonjustmeansthattherealgrowth,butoverthepastthreeyearslater,hiswritingofalumniinpeace,suddenlyfoundthatisn"treallygrowup,itseemsisnotsoimportant;Theninhighschool,thinkdon"twanttogiveventtooutyourinnervoicecanbeinthehighschoolchildrenofthefeelingsinaperiod,butwaseventuallyinfarctionwhengraduationpartyinthethroat,lateragainstoodonthepitchhehassweatprofusely,lookedathisthrownabasketballhoops,suddenlyfoundhimselfhasalreadycan"trememberhisappearance. 童年时,觉得压岁钱和新衣服是过年必备,但是随着年龄的推进,会越来越发现,那些东西根本就可有可无;初中时,以为要有一场暗恋才意味着真正的成长,但三年过去后,自己心平气和的写同学录的时候,突然就发现是不是真正的成长了,好像并没有那么重要了;然后到了高中,觉得非要吐露出自己的心声才能为高中生涯里的懵懂情愫划上一个句点,但毕业晚会的时候最终还是被梗塞在了咽喉,后来再次站在他曾经挥汗如雨的球场,看着他投过篮球的球框时,突然间发现自己已经想不起他的容颜。Originally,thisworld,canproduceachemicalreactiontoanevent,inadditiontoresolutely,havetodo,andtime. 原来,这个世界上,对某个事件能产生化学反应的,除了非做不可的坚决,还有,时间。Aperson"stime,yourideasarealwaysspecialtoclear.Want,want,lineisclear,asifnothingcouldshakehis.Alsoonceseemedtobedeterminedtodosomething,butmoreoftenishebackedoutatlast.Dislikehiscowardice,finallyfoundthattherearealotoflove,therearealotofmiss,likeshadowreallyhavebeendoomed.Thosewhodo,justgreenyearsoneselfgiveoneselfanarminjection,orisaself-righteousspiritual. 一个人的时候,自己的想法总是特别地清晰。想要的,不想要的,界限明确,好像没有什么可以撼动自己。也曾经好像已经下定了决心去做某件事,但更多的时候是最后又打起了退堂鼓。嫌恶过自己的怯懦,最终却发现有很多缘分,有很多错过,好像冥冥之中真的已经注定。那些曾经所谓的非做不可,只是青葱年华里自己给自己注射的一支强心剂,或者说,是自以为是的精神寄托罢了。
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段Atthemoment,theskyisdark,theairisfreshfactorafterjustrained.Suddenlythoughtofblueplaidshirt;Thosewerebrokenintovariousshapesofstationery;Fromthecorneratthebeginningofdeepfriendship;Havedeclaredtheendoftheencounterthathaven"tstartplanning...Thoseyears,thosedaysofdo,finally,likeyouth,willendinourlife. 此刻,天空是阴暗的,空气里有着刚下过雨之后的清新因子。突然想到那件蓝格子衬衫;那些被折成各种各样形状的信纸;那段从街角深巷伊始的友谊;还有那场还没有开始就宣告了终结的邂逅计划……那些年那些天的非做不可,终于和青春一样,都将在我们的人生中谢幕。Baumgartnerthedisappointingnews:Missionaborted.rplaysanimportantroleinthismission.Startingattheground,conditionshavetobeverycalm--windslessthan2mph,withnoprecipitationorhumidityandlimitedcloudcover.Theballoon,withcapsuleattached,willmovethroughthelowerleveloftheatmosphere(thetroposphere)whereourday-to-dayweatherlives.ItwillclimbhigherthanthetipofMountEverest(5.5miles/8.85kilometers),driftingevenhigherthanthecruisingaltitudeofcommercialairliners(5.6miles/9.17kilometers)andintothestratosphere.Ashecrossestheboundarylayer(calledthetropopause),ecanexpectalotofturbulence.ThesupersonicdescentcouldhappenasearlyasSunda.TheweatheTheballoonwillslowlydrifttotheedgeofspaceat120,000feet(Then,Iwouldassume,hewillslowlystepoutontosomethingresemblinganOlympicdivingplatform.Below,theEarthbecomestheconcretebottomofaswimmingpoolthathewantstolandon,butnottoohard.Still,he"llbetravelingfast,sodespitethedistance,itwillnotbelikedivingintothedeependofapool.Itwillbelikeheisdivingintotheshallowend.SkydiverprepsforthebigjumpWhenhejumps,heisexpectedtoreachthespeedofsound--690mph(1,110kph)--inlessthan40seconds.Likehittingthetopofthewater,hewillbegintoslowasheapproachesthemoredenseairclosertoEarth.Butthiswillnotbeenoughtostophimcompletely.
S302线北川曲山至茂县段地震灾后重建工程(任家坪至禹里段)第七合同段Ifhegoestoofastorspinsoutofcontrol,hehasastabilizationparachutethatcanbedeployedtoslowhimdown.Histeamhopesit"snotneeded.Instead,heplanstodeployhis270-square-foot(25-square-meter)mainchuteatanaltitudeofaround5,000feet(1,524meters).Inordertodeploythischutesuccessfully,hewillhavetoslowto172mph(277kph).Hewillhaveareserveparachutethatwillopenautomaticallyifhelosesconsciousnessatmachspeeds.Evenifeverythinggoesasplanned,itwon"t.Baumgartnerstillwillfreefallataspeedthatwouldcauseyouandmetopassout,andnoparachuteisguaranteedtoworkhigherthan25,000feet(7,620meters).causethere'