摘要：【中文】一种榴莲皮瓤脆片及其制作方法，它由18％的榴莲皮瓤粉、45％的玉米粉、13.5％的大米粉、9％的大豆粉、0.68％的食盐、1.8％的白砂糖、0.6％的味精、0.09％的5’‑呈味核苷酸二钠、2.26％的酵母抽提物、0.9％的泡打粉、0.45％的碳酸钙、0.9％的硬脂酸镁、0.07％的榴莲香精和6.75％的饮用水组成。它的制作方法是先将榴莲果皮上的白色皮瓤取下切块，酶解、干燥后粉碎，与其他辅料混合后膨化，再整形，最后包装，让榴莲皮瓤食用方便、营养美味。 【EN】The durian peel and pulp crisp chip consists of durian peel and pulp powder in 18 wt%, corn powder in 45 wt%, rice powder in 13.5 wt%, soybean powder in 9 wt%, salt in 0.68 wt%, white sugar in 1.8 wt%, gourmet powder in 0.6 wt%, disodium 5' -ribonucleotide in 0.09 wt%, yeast extract in 2.26 wt%, baking powder in 0.9 wt%, calcium carbonate in 0.45 wt%, magnesium stearate in 0.9 wt%, durian essence in 0.07 wt% and drinking water in 6.75 wt%. The preparation method comprises the steps of taking the white skin and pulp on the durian peel off, cutting into blocks, carrying out enzymolysis, drying, crushing, mixing with other auxiliary materials, puffing, reshaping and finally packaging, so that the durian skin and pulp are convenient to eat, and are nutritious and delicious.

摘要：【中文】本发明公开一种轮轨结构悬挂式PRT道岔结构及其转辙方法，包括钢轨、移动心轨和岔心；移动心轨的尾端通过转动结构安装在岔心端头处，移动心轨的前端能够通过转动结构在两条岔线外轨之间水平摆动，移动心轨工作边踏面根据与其配合构成岔线的岔线外轨工作边形状确定，通过移动心轨摆动分别与两条岔线外轨搭配构成岔线轨道，从而使通过转向架悬挂系悬挂在轨道下方的车辆可以无障碍通过和经由道岔进行转向或并线行驶；移动心轨跟岔线外轨紧密贴合，有害空间小，车轮过岔时撞击、振动小。 【EN】The invention discloses a wheel track structure suspension type PRT turnout structure and a switching method thereof, wherein the wheel track structure suspension type PRT turnout structure comprises a steel rail, a movable point track and a turnout center; the tail end of the movable point rail is arranged at the end of the switch point through a rotating structure, the front end of the movable point rail can horizontally swing between the two outer rails of the switch line through the rotating structure, the working side tread of the movable point rail is determined according to the shape of the working side of the outer rail of the switch line which is matched with the working side tread to form the switch line, and the movable point rail swings to be respectively matched with the two outer rails of the switch line to form the switch line rail, so that vehicles which are suspended below the rail through a bogie suspension system can pass through the switch line without obstacles and can be steered or run in parallel through the switch line; the movable point rail is tightly attached to the outer rail of the turnout line, the harmful space is small, and the wheels have small impact and vibration when passing the turnout.

摘要：【中文】本发明公开了一种高地隙喷杆喷雾机喷杆臂平衡控制装置，包括支架、安装于所述支架上的支撑轴、驱动所述支撑轴旋转的驱动电机、安装于所述支撑轴上的缆绳回收轮和卷簧总成，以及固定于所述支架上的周向限位件，所述周向限位件能够对所述卷簧总成的一端周向限位，以使所述卷簧总成能够旋转收紧。所述缆绳回收轮上缠绕有缆绳，当所述喷杆臂末端向下运动时，所述缆绳被拉出，所述卷簧总成逐渐收紧，并产生阻碍喷杆臂向下运动的力。当所述喷杆臂末端向上运动时，所述驱动电机驱动所述支撑轴旋转，所述缆绳重新缠绕在所述缆绳回收轮上。本发明可以减少喷杆臂的振动频率和振动时间，使喷杆臂尽快恢复至平衡位置，降低车身振动对施药效果的影响。 【EN】The invention discloses a high-clearance boom sprayer boom arm balance control device which comprises a support, a support shaft arranged on the support, a driving motor for driving the support shaft to rotate, a cable recovery wheel and a coil spring assembly arranged on the support shaft, and a circumferential limiting piece fixed on the support, wherein the circumferential limiting piece can circumferentially limit one end of the coil spring assembly so as to enable the coil spring assembly to be rotationally tightened. And a cable is wound on the cable recovery wheel, when the tail end of the spray rod arm moves downwards, the cable is pulled out, the coil spring assembly is gradually tightened, and a force for preventing the spray rod arm from moving downwards is generated. When the tail end of the spray rod arm moves upwards, the driving motor drives the supporting shaft to rotate, and the cable is wound on the cable recovery wheel again. The invention can reduce the vibration frequency and the vibration time of the spray rod arm, so that the spray rod arm can be restored to a balance position as soon as possible, and the influence of the vibration of a vehicle body on the pesticide application effect is reduced.

摘要：【中文】本发明提供了一种防护结构。防护结构包括：防护架；护盾结构，安装在所述防护架上，所述护盾结构包括窗口和金属网区域，所述窗口配置有防弹玻璃，所述护盾结构的材料为超高分子量聚乙烯。本发明的防护结构较为稳定，材料性能优越，能够较好地实现防护的目的。 【EN】The invention provides a protective structure. The protective structure includes: a protective frame; the shield structure is arranged on the protective frame and comprises a window and a metal mesh area, the window is provided with bulletproof glass, and the shield structure is made of ultrahigh molecular weight polyethylene. The protective structure is stable, the material performance is excellent, and the purpose of protection can be better realized.

摘要：【中文】本发明实施例提供的一种高拱坝坝肩加固方法及装置，该方法包括：通过第一有限元模型获取坝肩滑块的滑动时程，若所述坝肩滑块的滑动时程中出现不稳定或较大滑动量时，则判定高拱坝坝肩需要加固；若判定高拱坝坝肩需要加固，通过第二有限元模型获取坝肩滑块底滑面上的法向接触力和切向接触力时程；根据法向接触力和切向接触力时程确定最大总加固力，根据最大总加固力对所述高拱坝坝肩进行锚索加固，防止加固后的高拱坝坝肩在地震波时程的作用下出现失稳滑动的风险。 【EN】The embodiment of the invention provides a method and a device for reinforcing dam shoulders of a high arch dam, wherein the method comprises the following steps: acquiring a sliding time course of the dam abutment slide block through a first finite element model, and if the sliding time course of the dam abutment slide block is unstable or has a large sliding quantity, judging that the dam abutment of the high arch dam needs to be reinforced; if the dam abutment of the high arch dam needs to be reinforced, acquiring a normal contact force and a tangential contact force time course on the bottom sliding surface of the sliding block of the dam abutment through a second finite element model; and determining the maximum total reinforcing force according to the normal contact force and the tangential contact force time course, and performing anchor cable reinforcement on the dam abutment of the high arch dam according to the maximum total reinforcing force to prevent the risk of unstable sliding of the reinforced dam abutment of the high arch dam under the action of the seismic wave time course.

摘要：【中文】本公开提供的拱坝损伤预测方法及装置，根据监测数据确定拱坝两岸山体的位移值，所述位移值表示拱坝两岸的谷幅变形；建立拱坝‑地基的原始有限元模型，并根据位移值和预设的静力荷载，计算原始有限元模型的地基模型节点的节点反力，其中，所述节点反力用于表示地基模型节点在位移值和预设的静力荷载下所受的力；计算原始有限元模型在节点反力以及地震荷载下的拱坝应力，根据拱坝应力获得拱坝在节点反力以及地震荷载作用下的损伤分布，即本公开示例通过将谷幅变形造成的地基位移约束条件转化为地基节点反力，然后根据地基节点反力和地震荷载来预测拱坝损伤，实现了同时预测拱坝在谷幅变形和地震荷载的共同作用下的损伤分布的效果。 【EN】According to the method and the device for predicting the damage of the arch dam, displacement values of mountain bodies on two sides of the arch dam are determined according to monitoring data, and the displacement values represent the valley amplitude deformation of the two sides of the arch dam; establishing an original finite element model of the arch dam-foundation, and calculating node counter force of a foundation model node of the original finite element model according to the displacement value and a preset static load, wherein the node counter force is used for representing the force borne by the foundation model node under the displacement value and the preset static load; the arch dam stress of the original finite element model under the node counter force and the earthquake load is calculated, the damage distribution of the arch dam under the node counter force and the earthquake load action is obtained according to the arch dam stress, namely, the disclosed example converts the foundation displacement constraint condition caused by the deformation of the valley amplitude into the foundation node counter force, and then the damage of the arch dam is predicted according to the foundation node counter force and the earthquake load, so that the effect of simultaneously predicting the damage distribution of the arch dam under the combined action of the valley amplitude deformation and the earthquake load is achieved.

摘要：【中文】本申请提供了一种用于引调水工程事故后援救预警方法及系统，本申请技术方案在充分权衡灾害严重程度和救援力量匹配的基础上，智能确定事故级别，实现了救援责任机构职能与救援任务的精准适配，本申请已应用于我国北疆某引调水工程的智能预警决策，多年应用实践表明，本方案能够根据工程自身特点及相关管理机构预警决策，为该工程管理机构制定与工程救援实际相符的应急响应方案，争取应急救援宝贵时间，最大程度地控制工程突发险情发展提供了科技支撑。 【EN】The application provides a rescue early warning method and a rescue early warning system for water diversion project accident, the accident level is intelligently determined on the basis of fully balancing disaster severity and rescue force matching, accurate adaptation of the function of a rescue responsibility mechanism and a rescue task is realized, the application is applied to intelligent early warning decision of certain water diversion project in northern Xinjiang in China, years of application practice shows that the scheme can make an emergency response scheme according with project rescue reality for a precious management mechanism according to the project self characteristics and the early warning decision of the relevant management mechanism, the emergency rescue time is won, and scientific support is provided for controlling the project emergency dangerous situation development to the maximum extent.

摘要：【中文】本申请提供了一种强降雨诱发洪灾事件的极端性评估方法及系统，有效融合了极端降雨和洪灾损失等多源信息，实现了强降雨诱发的洪水灾害罕见性、发生力度、破坏强度的定量分析与准确计算，相对于传统的仅靠降雨量、重现期或灾情指标的单一评估方法，结果更加合理可靠。实际应用结果表明，该方法具有较好的辨识能力，能够对强降雨诱发洪水灾害的极端性进行全面准确的评估，为气候变化条件下极端降雨洪灾事件的检测评估提供新的途径。 【EN】The application provides an extreme evaluation method and system for a strong rainfall induced flood incident, which effectively fuse multi-source information such as extreme rainfall and flood damage, realize quantitative analysis and accurate calculation of rarity, occurrence degree and damage intensity of the strong rainfall induced flood disaster, and are more reasonable and reliable in result compared with the traditional single evaluation method only depending on rainfall, recurrence period or disaster indexes. Practical application results show that the method has better identification capability, can comprehensively and accurately evaluate the extreme property of the flood disaster induced by strong rainfall, and provides a new way for detecting and evaluating the extreme rainfall flood accident under the climate change condition.

摘要：【中文】本申请提供了一种引调水工程应急调度的跟踪优化方法及系统，首先确定各任务的最短持续时间，并根据最短持续时间确定工期，然后利用任务间的逻辑关系调整资源分配缩短关键线路救援任务工期，改变不同任务之间的重叠时间缩短多个任务工期，实现了引调水工程应急调度的跟踪优化。 【EN】The method comprises the steps of firstly determining the shortest duration of each task, determining the construction period according to the shortest duration, then adjusting resource allocation by using the logic relation among the tasks to shorten the construction period of a key line rescue task, changing the overlapping time among different tasks to shorten the construction period of a plurality of tasks, and realizing the tracking optimization of the emergency scheduling of the water diversion project.

摘要：【中文】本发明实施例提供的一种强震区混凝土坝配筋加固方法及装置，该方法包括：通过第一有限元模型获取大坝损伤因子集合，根据所述大坝损伤因子集合判断大坝是否存在裂缝贯穿风险；若判定所述大坝存在裂缝贯穿风险，通过第二有限元模型获取大坝的主应力集合和正应力集合；根据所述主应力集合确定加固区域集合，根据所述正应力集合获取所述加固区域的最大内力值，并根据所述最大内力值和钢筋的抗拉强度设计值确定所述加固区域的配筋量，将所述配筋量发送至预设终端，以使加固人员根据所述配筋量对所述加固区域进行加固，解决了强震条件下坝体出现裂缝贯穿性裂缝的问题。 【EN】The embodiment of the invention provides a reinforcement reinforcing method and a reinforcement reinforcing device for a concrete dam in a strong earthquake area, wherein the method comprises the following steps: acquiring a dam damage factor set through a first finite element model, and judging whether the dam has a crack penetration risk or not according to the dam damage factor set; if the dam is judged to have the crack penetration risk, acquiring a main stress set and a normal stress set of the dam through a second finite element model; determining a reinforcement area set according to the main stress set, obtaining a maximum internal force value of the reinforcement area according to the normal stress set, determining a reinforcement amount of the reinforcement area according to the maximum internal force value and a design value of tensile strength of a steel bar, and sending the reinforcement amount to a preset terminal, so that a reinforcement worker can reinforce the reinforcement area according to the reinforcement amount, and the problem of crack penetration and crack of a dam body under a strong earthquake condition is solved.