教师职业的众多冲突是引发教师压力和紧张的根源。()
根据资料 (3),关于仓库毁损的账务处理正确的是 ( )。
将固定资产的账面价值结转至固定资产清理:
借:固定资产清理 280
累计折旧 100
固定资产减值准备 20
贷:固定资产 400
发生清理费用等支出:
借:固定资产清理 2
贷:银行存款 2
残料变价入库以及保险公司赔偿:
借:原材料 5
其他应收款 150
贷:固定资产清理 155
结转固定资产毁损净损失:
借:资产处置损益 127
贷:固定资产清理 127
【背景资料】某施工单位承建季冻区双向四车道高速公路水泥混凝土路面工程,设计路面结构为:26cm水泥混凝土面层、30cm水泥稳定碎石基层、20c级配碎石底基层,硬路肩与行车道路面结构相同。
根据施工方案要求,中央分隔带每侧面层按全幅摊铺且设置两条纵向接缝,并采用滑模摊捕技术进行施工,其工艺流程为:基层质量检查验收测量放样→摊铺机就位→混凝土运输车卸料及布料一→滑模摊铺机摊铺、振捣、整平一→X→初期养护→V→刻槽→Z→后期养护→质量检测一开放交通。用于面层施工的水泥为道路硅酸盐水泥,外加剂采用引气高效减水剂。另外,针对可能出现的特殊天气情况以及水泥混凝土路面接缝多、构造复杂的特点,制定了专项施工组织方案和应急处理预案。
施工过程中发生以下事件:
事件一:面层水泥混凝土拌和中掺入了一定量符合规定要求的粉煤灰掺合料,并在施工前进行了混凝土配合比试配与粉煤灰掺量优化试验,对水泥混凝土弯拉强度等设计指标进行了符合性检验。
事件二:滑模摊铺面层前,架设双线基准线基准线桩纵向间距在直线段按10设置,在竖曲线和平曲线段按20设置,滑模雄捕机底板设置为双向路拱形状。事件三:在水泥混凝土面层摊捕施工过程中发生了6级以上强风并伴随气温骤降的天气情况。
供应链金融是指在对供应链内部的交易结构进行分析的基础上,运用商品贸易融资的自偿性信贷模型,并引入核心企业、物流监管公司、资金流导引工具等新的风险控制变量,对供应链的不同节点提供封闭的授信支持及其他结算、理财等综合金融服务。()
(2)该首饰商城销售套装礼盒应缴纳的消费税为()万元。
(四)背景材料
某矿建单位中标施工一煤矿立井井筒,该井筒净直径5.5m,深度650m。所穿过的地层为稳定表土35m,基岩砂岩层和页岩层550m,底部煤系地层65m。井筒井壁厚度表土段1200mm,基岩段550mm。
施工单位编制了该立井井筒的施工组织设计,其中基岩段采用短段掘砌混合作业。工作面钻眼爆破利用FJD6伞钻打眼,炮眼深度为4.0m,部分坚硬岩层段采用斜眼角柱式掏槽方式,炮眼布置如下图所示,爆破选用岩石水胶炸药,掏槽眼装药长度系数为0.6,其他炮眼装药长度系数为0.5,5段毫秒延期电雷管起爆,爆破循环进尺预计为3.5m左右。
监理工程师在审查施工单位的施工组织设计时,指出基岩坚硬岩层段爆破设计存在问题,要求施工单位应进行整改。
(七)石先生今年48岁,每月税后工资为4500元,他妻子高女士43岁,每月税后工资为3000元,他们有一个孩子小石,今年16岁,2年后就要上大学。他们目前居住的三居室的房子市价为56万元,二人为孩子大学学习生活费已经积累了15万元的教育基金,另外家里还有20万元的存款。目前大学四年的学费共计5万元,另外生活费共计8万元,学费上涨率为每年5%,如果石先生的基金投资收益率为4%。二人的存款年收益率为2.5%,目前不算孩子,二人每月生活费为3000元,通货膨胀率为每年3%,假设考虑退休,石先生夫妇预计寿命都为85岁,石先生60岁退休,高女士55岁退休,二人退休后无其他收入来源,届时的基金收益率调整为每年3%。
根据以上材料回答(1)~(5)题。
某公司承建市政旧路改造工程,全长1.6km,道路位于老城区,施工处于露天作业,受自然条件影响大,各专业管线纵横交错,专业之间及社会之间配合工作多、干扰多,导致施工变化多。道路整体破损严重,改造时需要对路基进行处理,路基处理为半填半挖。地下管线较多需要进行保护。
新建道路结构为:900mm厚土路基,360mm厚水泥稳定粒料基层,面层设计为降噪排水路面,上面(磨耗层)层采用40mm厚OGFC沥青混合料,下面层采用50mm厚密级配沥青混合料。
项目部进场施工前编制了施工方案,并按规定要求进行了审核审批。施工过程中发生如下事件:
事件一:项目部开工前按要求设置了围挡,施工现场的进口处有整齐明显的“五牌一图”,同时还要签署文明施工承诺书,制作文明施工承诺牌,内容包括:泥浆不外流、渣土乱抛、爆破不扰民等。
事件二:为确保路基的施工质量,在填方施工时,项目部采取了当原地面横坡陡于1:5时,修成台阶形式的施工方案,在挖方施工时,探明挖方段存在缆线及综合管道,项目部也采取了相应的施工保护措施。
事件三:为保证道路结构的整体性,施工时项目部采取了相应的技术手段,在施工密级配沥青混合料前进行了清理再施工A,在施工OGFC沥青混合料前进行了清理再施工B。
事件四:本工程按期交付且竣工验收合格,施工单位在自工程竣工验收合格之日起15d内,提交竣工验收报告,并向工程所在地县级以上城建档案馆备案。
Copying Birds May Save Aircraft Fuel
Both Boeing and Airbus have trumpeted the efficiency of their newest aircraft, the 787 and A350 respectively. Their clever designs and lightweight composites certainly make a difference. But a group of researchers at Stanford University, led by Ilan Kroo, has suggested that airlines could take a more naturalistic approach to cutting jet-fuel use, and it would not require them to buy new aircraft.
The answer, says Dr Kroo, lies with birds. Since 1914, scientists have known that birds flying in formation—a V-shape—expend less energy. The air flowing over a bird’s wings curls upwards behind the wingtips, a phenomenon known as upwash. Other birds flying in the upwash experience reduced drag, and spend less energy propelling themselves. Peter Lissaman, an aeronautics expert who was formerly at Caltech and the University of Southern California, has suggested that a formation of 25 birds might enjoy a range increase of 71%.
When applied to aircraft, the principles are not substantially different. Dr Kroo and his team modeled what would happen if three passenger jets departing from Los Angeles, San Francisco and Las Vegas were to assemble over Utah, assume an inverted V-formation, occasionally change places so all could have a turn in the most favourable positions, and proceed to London. They found that the aircraft consumed as much as 15% less fuel (coupled with a reduction in carbon-dioxide output). Nitrogen-oxide emissions during the cruising portions of the flight fell by around a quarter.
There are, of course, knots to be worked out. One consideration is safety, or at least the perception of it. Would passengers feel comfortable travelling in companion? Dr Kroo points out that the aircraft could be separated by several nautical miles, and would not be in the intimate groupings favoured by display teams like the Red Arrows. A passenger peering out of the window might not even see the other planes. Whether the separation distances involved would satisfy airtraffic-control regulations is another matter, although a working group at the International Civil Aviation Organisation has included the possibility of formation flying in a blueprint for new operational guidelines.
It remains to be seen how weather conditions affect the air flows that make formation flight more efficient. In zones of increased turbulence, the planes’ wakes will decay more quickly and the effect will diminish. Dr Kroo says this is one of the areas his team will investigate further. It might also be hard for airlines to coordinate the departure times and destinations of passenger aircraft in a way that would allow them to gain from formation flight. Cargo aircraft, in contrast, might be easier to reschedule, as might routine military flight.
As it happens, America’s armed forces are on the case already. Earlier this year the country’s Defence Advanced Research Projects Agency announced plans to pay Boeing to investigate formation flight, though the programme has yet to begin. There are reports that some military aircraft flew in formation when they were low on fuel during the Second World War, but Dr Lissaman says they are unsubstantiated. “My father was an RAF pilot and my cousin the skipper of a Lancaster lost over Berlin,” he adds. So he should know.
(四)背景资料
某市区城市主干道改扩建工程,标段总长1.72km,周边有多处永久建筑,临时用地极少,环境保护要求高;现状道路交通量大,施工时现状交通不断行。本标段是在原城市主干路主路范围进行高架桥段-地面段-入地段改扩建,包括高架桥段、地面段、U型槽段和地下隧道段。各工种施工作业区设在围挡内,临时用电变压器可安放于图4-1中A、B位置,电缆敷设方式待定。
高架桥段在洪江路交叉口处采用钢-混叠合梁型式跨越,跨径组合为37m+45m+37m。地下隧道段为单箱双室闭合框架结构。采用明挖方法施工。本标段地下水位较高,属富水地层;有多条现状管线穿越地下隧道段,需进行拆改挪移。
围护结构采用U型槽敞开段围护结构为直径Φ1.0m的钻孔灌注桩,外侧桩间采用高压旋喷桩止水帷幕,内侧挂网喷浆。地下隧道段围护结构为地下连续墙及钢筋混凝土支撑。
降水措施采用止水帷幕外侧设置观察井、回灌井,坑内设置管井降水,配轻型井点辅助降水。

【背景资料】
某施工单位承建了一段二级公路的路基工程,路基宽度12m,其中K1+600~K3+050为填方路堤,路段填方需从取土场借方:K1+600~K2+300填方平均高度为1.6m,设计填方数量16200m3;K2+300~K3+050填方平均高度为2.1m,设计填方数量24000m³。
施工单位在工程项目开工之前,对施工图设计文件进行了复查和现场核对,补充了必要现场调查资料,发现该路段原地面下有50cm厚淤泥,设计文件中未进行处理,施工单位在施工图会审中提出处理意见后,经监理工程师和设计代表同意,按路堤坡脚每侧扩宽1m采用抛石挤淤的方法进行处理,抛石方量14193m3,要求采用粒径较大的未风化石料进行抛填。
施工单位根据现场情况,确定了取土场位置,并拟定了新的施工便道A、B两个方案,施工便道A方案长度1420m,施工便道B方案长度1310m,最终确定采用A方案,取土场位置平面示意图如图1所示。施工过程中,路堤填筑两侧均加宽超填30cm。
