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contract bridge相关的网络例句

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Chapter Two illustrates the nature of the international guarantee.At first,the writer analyses the meaning of collateral nature and its theoretical basis.Thewriter points out that in order to reinforce the protection of the guarantor'sinterest,the guarantee is located as collateral guarantee in all countries'traditional legislation.In other words,the validity of the guarantee contract isdetermined by the underlying contract,i.e.if the underlying contract isestablished,the guarantee contract is established,too;if the underlying contract isvalid,and the guarantee contract is valid too.It is true,otherwise.But thedoctrine of autonomy of private law dominates the civil law and commercial lawin all the countries,so the parties are permitted to alter the collateral nature of theguarantee by an agreement under the related laws worldwide.so the collateralnature of the guarantee is not the compulsory nature of the law.This lays a solidfoundation for the emerging of the independent guarantee.The writer thenanalyses the meaning of independence and the cause of the booming of theindependent guarantee.In fact,the independent guarantee was originated fromthe change of the collateral nature by the parties contract.As a result,the validityof the contract of independent guarantee is not determined by the underlyingcontract as the collateral guarantee,But the validity of the independent guaranteecontract is independent from the underlying contract,the establishment and thevalidity of the contract of independent guarantee are not subjected to theunderlying contract.

第二章对国际信用担保的法律属性进行了论述,首先分析了从属性的含义及其理论基础,指出虽然各国传统立法为了加强对保证人利益的保护,都将信用担保定位于从属保证,即保证合同的效力取决于主合同的效力,主合同成立,保证合同也成立,主合同生效,保证合同也生效;主合同不成立,保证合同也不成立,主合同不生效,保证合同也不生效,但是由于私法自治的精神主导着各国的民商法领域,各国立法都允许当事人通过合同约定对信用担保的从属性进行改变,所以保证的从属性从来就不是信用担保制度的法律强制属性,这也为独立保证制度的出现奠定了制度前提;其次分析了独立性的含义以及独立保证兴起的原因,独立保证实际上就是当事人通过合同约定对保证从属性的改变,使独立保证合同的效力不再象从属保证合同的效力那样取决于主合同的效力,而是使独立保证合同的效力独立于主合同的效力,独立保证合同成立不因主合同的不成立而受影响,也不因主合同的无效而无效。

Acceptance Criteria Activity Duration Estimation; Activity Definition; Activity Sequencing; Addenda Approved budget Arbitration Award of Contract ; Award Criteria Audits Balanced Matrix; Baseline Bill of Quantities Brainstorming Characteristic Checklists civil engineering civil building Claims Clarify Closing Communication Management Communications Planning Communications Skills Communication channels or paths Completion Computer-based Concrete structure Conditions of Contract Conflict Management Contract Management Contract administration Change Control Contract Closure Contract file Contract agreement; Contractual obligations Contractor Contractor's Representative Construction Management Planning Contract Price Control Chart Cost Estimating; Cost of Quality Cost Control Cost Budgeting Cost Management Co-operation Failure costs Critical Path Feedback Fixed-price Fossils Force Majeure Daywork Functional Organization Decision; Fundamental Tenets Decision Tree Defects Liability Definitions Delphi technique General Rules Deliverables General Provisions Deviation; Generation Direct Costs Discounted cash flow; Dissemination Highway engineering; Discharge Human Resource Management; Disputes Human Resource Planning Drawings Hydraulic engineering; Hydroelectric engineering; Employer's Taking Over Identity Certificate Evaluation of Tenders Initiating Process Group; Executing Process Group Instructions to Tenderers Industrial building Investment payback analysis; Ineffective Individual and team performance Information Distribution Negotiation Indirect Costs Nominated Subcontractors Incentive bonus Information Technology Interpretation; Insurance Observation Inspections Off-site Online On-the-job training Opening of Tender

验收标准活动时间的估计;活动的定义;活动序列分析;增编核定预算仲裁授予合同;授标标准审计平衡矩阵;基线工程量清单集思广益特性清单土木工程民用建筑索赔澄清闭幕通信管理通信规划沟通技巧沟通渠道或路径完成以计算机为基础的混凝土结构合同条件冲突管理合同管理合同管理变更控制合同结束合同文件合同协议;合同义务承包承包商的代表规划建设管理合同价格控制图成本估算;质量成本成本控制成本预算成本管理合作失败成本关键路径反馈固定价格化石不可抗力计日工职能组织决定;基本原理决策树缺陷责任定义德尔福技术的一般规则交付的一般规定偏差;代直接费用贴现现金流量;传播公路工程;放电的人力资源管理;争端的人力资源规划图纸水利工程;水电工程;雇主接管身份证书评标启动过程组;执行过程组指示的投标工业建设投资回报分析;无效个人和团队的业绩信息分配谈判指定分包商的间接费用激励奖金信息技术解释;保险观察视察场外在线在职培训开幕投标

Firstly, it analyses the object of contract rescission from several angels, concludes that the object of contract rescission should be the original right and obligation in the contract, the contract itself and the right and obligation in the contract for the purpose of remedy is not rescinded. So the problem that whether contract rescission has retroactivity effect becomes the problem that whether contract rescission makes the original right and obligation in the contract vanishes retroactively.

笔者对合同解除的标的进行分析,认为合同解除的标的应该是合同内容中的原始性权利义务,合同解除后合同本身和合同中的救济性权利义务并不因合同解除而消灭,正因为此,关于合同解除是否有溯及力的问题也变成了合同解除后是否使合同中的原始性权利义务溯及地消灭的问题。

Products factory operators; Steyr, Steyr Wang, Hao Wo main bridge shell rear axle, bearing blocks, cross the bridge cover, Steyr wheel shell, shift cylinder, rear axle sudden yuan, ZF Clutch fork shaft, swing rod, before and after the brake hub, Steyr various separation fork, gear room covered ,67-68 pulley, bridge sudden yuan, steel plate, parallel to shell axis, double-H shift shaft , 0503 Steyr-axis between the shell bad, bad Steyr 0198 Inter-axis shell, oil seal and seat, steel plate before and after the hanging ears, rear wheel, shift box assembly, double H shift rocker, one, two block I. block F99588, shift box casing, drive shaft telescopic forks, steel slide, shift cylinder, a variety of connecting plates, gearbox sudden yuan, three, blockIntroduction F99589, Steyr cylinder cover, double-H shift dial head, adjust the lever fork, wheel cover, FL clutch fork, FL Clutch fork shaft, Steyr after the output shaft bearing support, flywheel shell, fork and seat connection, Steyr Cylinder Head,ácover ,67-68 water pipe joints, rear brake camshaft bracket, rear axle minus the main shell, minus the shell of the main bridge, bearing seat, adjust the lever forks, brackets, brake lane joystick arm, gearbox sudden yuan, clutch pedal arm, oil block at the end of care, single head, double-headed rocker, gear room covered, decelerationround, adjust the lever forks, shift box casing, double H shift dial head, Double H shell, gear room covered, separation lever plate before and after the hanging ears, double-H shift shaft, decelerationround,áBushing, Steyr 10 file clutch shell, the bridge box, minus the shell after the main bridge , Bearing Block, the bridge cover, Steyr wheel shell, shift cylinder, after the sudden the bridge element, ZF Clutch fork shaft, swing rod, steel slide, shift box casing series products .

本厂经营产品;斯太尔,斯太尔王,豪沃后桥主桥壳,轴承座,过桥箱盖,斯太尔轮边壳,换挡汽缸,后桥突元,ZF离合器拨叉轴,摆杆,前后制动毂,斯太尔各种分离拨叉,齿轮室盖,67-68皮带轮,中桥突元,钢板垫板,平行轴壳,双H换挡轴,斯太尔0503轴间差壳,斯太尔0198轴间差壳,油封及座,钢板前后吊耳,后轮毂,换挡盒总成,双H换挡摇臂,一,二挡导块F99588,换挡盒套管,传动轴伸缩叉,钢板滑座,换档汽缸,各种连接盘,变速箱突元,三,四挡导块F99589,斯太尔汽缸盖,双H换挡拨头,杠杆调整叉,轮边盖板,FL离合器拨叉,FL离合器拨叉轴,斯太尔输出轴后轴承座,飞轮壳,连接叉及座,斯太尔汽缸盖(欧II,平衡轴盖板,67-68水管接头,后制动凸轮轴支架,后桥主减壳,中桥主减壳,轴承座,杠杆调整叉,托架,行车制动操纵杆臂,变速箱突元,离合器踏板臂,油底托块,单头,双头摇臂,齿轮室盖,减速轮垫片,杠杆调整叉,换挡盒套管,双H换挡拨头,双H壳体,齿轮室盖,分离杠杆,钢板前后吊耳,双H换挡轴,减速轮垫片,平衡轴衬套,斯太尔10档离合器壳,过桥箱,后桥主减壳,轴承座,过桥箱盖,斯太尔轮边壳,换挡汽缸,后桥突元,ZF离合器拨叉轴,摆杆,钢板滑座,换挡盒套管等系列产品。

Based on the current status of domestic invalidation of contract system, reference to the foreign regulations and foreign law and regulations on the invalidation of contract, and starting with the implications of law, the essay focuses o the following aspects: The first three aspects emphasize the analysis on the characters of three types of contracts, which will probably lead to the invalidation of contracts (including invalid contract, dischargeable contract and waiting for efficacy contract), the identification of the lawsuit prescription of invalid contract and the eliminating period of dischargeable contract.

本文拟立足于我国合同无效制度的现状,借鉴国外立法的有关合同无效的规定和法学理论,结合司法实践,从合同无效的法律内涵出发,着重论述以下四方面的内容:前三个方面是对可能引起合同无效后果的三类合同(无效合同,可撤销合同,效力待定合同)性质的分析,并阐述了无效合同的诉讼时效以及可撤销合同的除斥期间的认定等问题。首先是对于绝对无效合同和相对无效合同的区分,笔者认为应采用严格法定主义原则,进一步缩小绝对无效合同的范围,在一般情况下,损害国家、集体、社会公共利益,违反公序良俗,扰乱社会秩序的合同为绝对无效合同。

The results of research shows after executing the new Labor Contract Law, not only makes sure the setting procedure of the Collective Contract and emphasizes the efficacy of the Collective Contract and relationship with Labor Contract Law, but also firstly provides regulation for the regional and industrial Collective Contract and exclusively Collective Contract in Law. The regulation asserts and completes the Collective Contract system, and be more important consorting with relationship between employers and employees.

研究显示,新的劳动合同法实施后,不仅明确了集体合同的订立程序,强调集体合同的效力及其与劳动合同的关系,还首次在法律层面将区域性、行业性集体合同以及专项集体合同予以提出和规定,这对於集体合同制度的确立和完善,对於集体合同在协调劳动关系方面作用的更好发挥意义重大。

Six Bridge": Lu Chan wearing street railway bridge and highway bridge, railway bridge Beihuan wear, road wear of a road bridge, never to wear Western street railway bridge and highway and bridge construction of six bridges."

六桥":露禅大街穿铁路桥和公路桥、北环路穿铁路桥、名园路穿公路桥、永洋大街穿铁路桥和公路桥等六座地道桥建设。"

Zhao Xian is the age-old cultural city, many historical sites, with the provincial cultural relics protection for more than 11 of which, Zhaozhou Bridge is the earliest existing, to preserve the integrity of the single shoulder open stone arch bridge, known as the "originator of a bridge in the world" and "Bridge the best in the world," American Society of Civil Engineers has been selected as the 12th Department,"the International Civil Engineering of historical monuments"; Yong-Zhaozhou Bridge and the bridge and said "sister bridge", there are similar; dharani Jingchuang Hailed as "the first Chinese Tower."

赵县是历史悠久的文化名城,名胜古迹众多,拥有省保以上文物11处,其中,赵州桥是现存最早、保存最完整的单孔敞肩石拱桥,被誉为&世界桥梁鼻祖&和&天下第一桥&,被美国土木工程师学会选定为第十二处&国际土木工程历史古迹&;永通桥与赵州桥并称&姊妹桥&,有异曲同工之妙;陀罗尼经幢被誉为&华夏第一塔&。

The superstructure uses the standard drawing, the substructure has used the gravity T-shape abutment and the rectangular buttress, in the design carries on the size to the abutment and the bridge pier to draw up, simultaneously satisfies the design the principle, the abutment uses 9.3m, in satisfies the structure and under the operation requirements premise, the abutment uses 9.3m to be long, because the geological condition decided, the pillar body uses 12m to be high, the open excavation foundation, the process load computation and the load combination, has carried on the bridge abutment and the pillar bottom section stress separately to the abutment and the bridge pier examines calculated, examines calculated the result conforms to the standard requirement, the bridge span uses the straight line build, and established this bridge construction organization plan, including the engineering project characteristic, the construction plan, the job practice, the bridge building construction technology, the measure has drawn up the top cap and the tray structure and matches the muscle chart, finally has drawn up Shui Xigou the bridge overall and the horizontal plan.

上部结构采用标准图,下部结构采用了重力式T 形桥台和矩形桥墩,设计中对桥台和桥墩进行了尺寸拟定,在满足构造和使用要求的前提下,桥台采用9.3m长,由于地质条件决定,墩身采用12m高,明挖基础,经过荷载计算和荷载组合,对桥台和桥墩分别进行了台底和墩底截面应力的检算,检算结果符合规范要求,桥跨采用直线布设,并且编制了该桥的施工组织设计,其中有工程项目的特征、施工方案、施工方法、桥梁工程施工技术,措施绘制了顶帽及托盘构造及配筋图,最后绘制了水溪沟大桥的总体及平面图。

The superstructure uses the standard drawing, the substructure has used the gravity T-shape abutment and the rectangular buttress, in the design carries on the size to the abutment and the bridge pier to draw up, simultaneously satisfies the design the principle, the abutment uses 9.3m, in satisfies the structure and under the operation requirements premise, the abutment uses 9.3m to be long, because the geological condition decided, the pillar body uses 12m to be high, the open excavation foundation, the process load computation and the load combination, has carried on the bridge abutment and the pillar bottom section stress separately to the abutment and the bridge pier examines calculated, examines calculated the result conforms to the standard requirement, the bridge span uses the straight line build, and established this bridge construction organization plan, including the engineering project characteristic, the construction plan, the job practice, the bridge building construction technology, the measure has drawn up the top cap and the tray structure and matches the muscle chart, finally has drawn up Shui Xigou the bridge overall and the horizontal plan.

内昆铁路水溪沟大桥,中心里程为DK608+393.00,该桥的设计方案有三个,通过技术、经济比较,采用4×32m预应力混凝土简支梁桥方案,桥梁全长149.5m,I级单线铁路,设计时速为120km/h,设计荷载为中活载。上部结构采用标准图,下部结构采用了重力式T 形桥台和矩形桥墩,设计中对桥台和桥墩进行了尺寸拟定,在满足构造和使用要求的前提下,桥台采用9.3m长,由于地质条件决定,墩身采用12m高,明挖基础,经过荷载计算和荷载组合,对桥台和桥墩分别进行了台底和墩底截面应力的检算,检算结果符合规范要求,桥跨采用直线布设,并且编制了该桥的施工组织设计,其中有工程项目的特征、施工方案、施工方法、桥梁工程施工技术,措施绘制了顶帽及托盘构造及配筋图,最后绘制了水溪沟大桥的总体及平面图。

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