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作动作复杂、施工环境危险恶劣、隧道喷涂表面平整度难以把握 等问题，本成果研制了基于工人喷浆经验学习的智能喷浆机器人， 牵引喷嘴末端的人工遥控器简易操控喷浆，以及能满足水电站环 境、隧道环境、矿山隧道环境的无人操控喷浆，形成无人操控、 人工辅助的智能喷浆技术，攻克隧道场景下的感知、决策、定位、 轨迹规划和喷浆机械臂控制等关键技术难题，确保喷浆平整度、 减小混凝土反弹，实现从施工轻松简易化、到少人化、最终到无 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建筑结构及塔桅、天线、大型广告牌等其他特殊结构的抗风性能及振动控制技术 研究。 先后开展虎门大桥桥位风场特性研究、香山大桥桥位风场环境研究、张皋过 江通道桥位处龙卷风模拟、云南黑惠江大桥桥位风场环境研究、丽江金沙江大桥 桥位风场环境实测；为港珠澳大桥江海直达船航道桥、深中通道伶仃洋大桥、张 皋过江通道主航道桥、北航道桥、虎门大桥悬索桥涡振研究、贵州六盘水大河特 大桥、广东狮子洋大桥、武汉棋盘洲长江大桥、马来西亚日拔大桥进行了桥梁抗 风实验与数值模拟；为秦岭国家植物园温室馆、宝鸡市会展中心、西宁曹家堡机 场2#航站楼、榆林机场新航站楼、机场塔台、东山文体中心开展了建筑结构抗风 性能研究；同时开展了行车安全及建筑风环境、车辆气动性能评价服务。 - 59 - - 60 - 第二部分 专利清单 专利清单 序号 专利名称 专利号 专利类型 一种含PMOT : PPV\u002FZnO : Cu\u002FZnO : Al异质结的LED及 1 ZL201910937846.0 发明专利 其制备方法 2 一种基于压电效应的装配式智能感知路面结构及系统 ZL202010752758.6 发明专利 3 一种非均匀侧向荷载下隧道开挖模拟装置 ZL201911046133.1 发明专利 4 一种基于冲击试验的熔断型挂钩装置及工作方法 ZL201910469002.8 发明专利 一种带纵向内筋的薄壁筒体的加工旋轮及基于其的加工 5 ZL202010213969.2 发明专利 方法 缓冲抗裂层、其制备方法、混凝土路面结构及其制备方 6 ZL201910568969.1 发明专利 法 7 一种严重污染河道的自然恢复方法 ZL201910233495.5 发明专利 8 一种网联信控交叉口控制系统及方法 ZL202110045039.5 发明专利 9","长安大学","2026-10-09T19:27:18.493Z",[769,770,771,772,775,776],{"code":407,"name":408},{"code":609,"name":610},{"code":413,"name":414},{"code":773,"name":774},"CH-12","新型显示",{"code":449,"name":450},{"code":458,"name":459},[408,610,414,774,450,459],{"resultType":386,"id":779,"title":780,"abstract":781,"orgName":766,"province":743,"date":782,"trl":10,"transferMode":10,"keywords":393,"industry":10,"patentType":10,"legalStatus":10,"isOpenLicense":395,"isRevitalized":395,"techMaturity":10,"starRating":10,"licenseFeeText":10,"patentNo":10,"ipc":10,"inventors":10,"tags":783,"tagNames":789},"cmv1bi7nf02q1bdd8bcvf30by","高性能材料与钢-混凝土组合结构桥梁","针对桥梁结构在往复车辆荷载及复杂环境因素作用下出现的诸多病害，如混 凝土开裂剥落、钢筋锈蚀、结构刚度降低等问题，研究团队将工程水泥基复合材 料（ECC）、超高性能混凝土（UHPC）、磷酸镁水泥混凝提（MPCC）及碳纤维复 合材料（CFRP）应用于钢-混组合结构桥梁及其加固补修中，取得了一些成果。 （1）钢-混组合梁负弯矩区采用 ECC 和 UHPC 可有效改善负弯矩区桥面板 裂缝形态及分布，显著提高组合结构桥梁的刚度、承载力与耐久性。 ECC裂缝分布 UHPC裂缝分布 钢-普通混凝土组合梁传力机理 钢-ECC\u002FUHPC组合梁传力机理 （2）提出了适用于钢-UHPC 组合结构剪力键的荷载-滑移计算公式及抗剪 承载力计算方法，应用 UHPC 可显著提升结构的抗剪承载力，裂缝细小，可有效 阻止腐蚀因子的渗透，提高了结构的耐久性。 剪力连接件 裂缝分布 剪力连接件传力机理 （3）开展了冻融腐蚀耦合作用下钢-ECC 组合剪力连接件抗剪力学性能研 究，提出了适用于冻融-腐蚀影响下的栓钉连接件抗剪承载力计算公式。与钢-普 通混凝土组合剪力连接件相比，钢-ECC 组合剪力连接件拥有更好的抵抗冻性能， - 56 - 冻融腐蚀后剩余性能更为优异，可有效提高结构的耐久性能，降低结构的维护成 本。 钢-ECC冻融表观特征 数字图像技术监测界面滑移 （4）从加固效果、经济性及可操作性出发，团队提出了CFRP 增强ECC 加 固桥梁结构的方法与技术，揭示 CFRP 增强 ECC 加固的钢筋混凝土梁的损伤演 化机理，建立了加固梁的计算方法。CFRP 增强ECC 加固的钢筋混凝土梁裂缝开 展细密，耐久性提高，整体的力学性能得到显著提升，在实际工程中加固损伤结 构可提升结构的性能，延长结构的服役年限，降低成本。 CFRP网格 CFRP增强ECC加固梁 加载示意 数字图像技术监测损伤演化 - 57 - （5）","2026-10-09T19:27:18.488Z",[784,787,788],{"code":785,"name":786},"GB-30","非金属矿物制品业",{"code":407,"name":408},{"code":413,"name":414},[786,408,414],{"resultType":386,"id":791,"title":792,"abstract":793,"orgName":766,"province":743,"date":794,"trl":10,"transferMode":10,"keywords":393,"industry":10,"patentType":10,"legalStatus":10,"isOpenLicense":395,"isRevitalized":395,"techMaturity":10,"starRating":10,"licenseFeeText":10,"patentNo":10,"ipc":10,"inventors":10,"tags":795,"tagNames":798},"cmv1bi7n902pxbdd85k11rtpa","大跨景观人行桥风振响应研究","通过分段模型试验和全气动弹性模型风洞试验，研究了位于陡坡河谷的斜拉 桥的静风稳定性、涡激振动及人行荷载作用桥梁的振动特性。结果发现：（1）桥 梁在低风速下易发生竖向涡激振动，且引起扭转涡激振动的最大风速增加到 41 m\u002Fs，远高于传统桥梁结构；（2）在正风攻角下，当涡激振动频率接近桥梁弯曲 自激振动频率时，桥梁易发生竖向和扭转涡激振动；（3）湍流可以有效地抑制涡 激振动，且随着结构阻尼比增大，桥面涡激响应显著减轻；（4）在均匀流动中， 桥梁结构采用通风栏杆，由于风穿效应，桥梁涡激振动消失且风振响应幅值显著 降低。成果可为陡坡河谷的斜拉桥抗风设计提供参考。 - 55 -","2026-10-09T19:27:18.483Z",[796,797],{"code":407,"name":408},{"code":413,"name":414},[408,414],{"resultType":386,"id":800,"title":801,"abstract":802,"orgName":766,"province":743,"date":803,"trl":10,"transferMode":10,"keywords":393,"industry":10,"patentType":10,"legalStatus":10,"isOpenLicense":395,"isRevitalized":395,"techMaturity":10,"starRating":10,"licenseFeeText":10,"patentNo":10,"ipc":10,"inventors":10,"tags":804,"tagNames":813},"cmv1bi7mz02plbdd8xnko7x4w","在役梁桥结构寿命预测与预测性维护技术","针对北海道 3000 余座在役梁桥，系统开展了如下工作：（1）对在役混凝土 梁桥结构进行现场检测\u002F监测，获取在役梁桥大量服役状态信息；（2）建立 LSTM 和 MC 对检测\u002F监测大数据进行系统分析，预测桥梁寿命曲线；（3）使用 Sobol、 Shapley 等敏感性方法分析各影响因素对寿命曲线的影响，识别劣化主要影响因 素；（4）建立 CNN 和 Yolo 图像处理模型，对现场检测\u002F监测获取的病害图像进 行量化分析，挖掘结构损伤相关信息；（5）基于 BIM 技术建立在役梁桥可视化 - 52 - 力应 )aPM( 试样 A-1 100 -6 -4 -2Drift r0atio (%)2 4 6 100 试样 A-2 80 80 试样 A-3 60 60 试样 A-4 40 40 20 20 0 0 -20 -20 -40 -40 -60 -60 -80 -80 -100 -96 -64 -32 0 32 64 96 -100 应变 (%) )Nk( daoL 高强铝合金 AASSCC C MMFF oAA n RR AA -- t12 PP r -- -- o -- 12 JJ 12 l ---- JJJJ Displacement (mm) 粘结性能 计算流程 损伤信息平台；（6）基于预测性维护策略，综合分析寿命预测、敏感性分析及量 化的结构表面损伤信息，决策在役梁桥的维护策略。该方法可提高桥梁维护的效 率和准确性，能够帮助工程师和维护人员制定更合理的维护计划，促进基础设施 维护的智能化和可持续发展。同时，该方法还可以在其他领域，如建筑物、道路 和管道等基础设施中得到应用。 1.0 1.5 2.0 2.5 3.0 0 10 20 30 40 50 - 53 - edarg noitaroireteD 0.5 RNN M Ob C servations 1.0 1.5 2.0","2026-10-09T19:27:18.473Z",[805,806,809,810,811,812],{"code":407,"name":408},{"code":807,"name":808},"GB-57","管道运输业",{"code":416,"name":417},{"code":613,"name":614},{"code":449,"name":450},{"code":756,"name":117},[408,808,417,614,450,117],{"resultType":386,"id":815,"title":816,"abstract":817,"orgName":766,"province":743,"date":818,"trl":10,"transferMode":10,"keywords":393,"industry":10,"patentType":10,"legalStatus":10,"isOpenLicense":395,"isRevitalized":395,"techMaturity":10,"starRating":10,"licenseFeeText":10,"patentNo":10,"ipc":10,"inventors":10,"tags":819,"tagNames":827},"cmv1bi7m502otbdd8l9i08s1h","常温沥青混合料拌合与摊铺","基于西部地区的特点和现有热拌沥青混凝土在高寒地区应用存在的问题， Multiplex Organic Hydraulicity material（MOH）半柔性路面已成为高寒地区公路 建养研究的新方向。团队依托国家科技支撑计划项目，开展了MOH材料配套的 施工装备、施工工艺、压实作业参数研究，提出了相关施工工法，确定了对MOH 半柔性路面摊铺设备的总体功能及性能的指标要求，攻克了连续供料、计量、拌 合和摊铺等关键技术，实现了 MOH 半柔性路面常温施工装备的产业化，加速 MOH 半柔性路面在我国高寒地区以及更广泛地区道路的推广应用，取得了良好 的经济、社会和环境效益。 - 47 -","2026-10-09T19:27:18.439Z",[820,821,822,825,826],{"code":605,"name":606},{"code":407,"name":408},{"code":823,"name":824},"GB-54","道路运输业",{"code":413,"name":414},{"code":452,"name":453},[606,408,824,414,453],{"resultType":386,"id":829,"title":830,"abstract":831,"orgName":766,"province":743,"date":832,"trl":10,"transferMode":10,"keywords":393,"industry":10,"patentType":10,"legalStatus":10,"isOpenLicense":395,"isRevitalized":395,"techMaturity":10,"starRating":10,"licenseFeeText":10,"patentNo":10,"ipc":10,"inventors":10,"tags":833,"tagNames":840},"cmv1bi7li02o7bdd8omnos59f","集成关节驱控一体技术及智能机器人","集成关节是很多智能装备的关键组成部分，长安大学工程机器人与无人装备 协同技术研究团队重点开展各类机器人系统研制、控制策略、自主导航和自主作 业等基础应用研究。先后研制了多款用于各类机器人的多种高功率密度集成电机 模组，并完成了轮式机器人、四足机器人、六足机器人、打磨机器人、巡检机器 人等多种类特种机器人的机械结构、控制方法和软硬件系统。在应用方面，在电 力巡检、狭窄腔体检测、隧道检测、全自主打磨作业、应急消防等领域取得了突 破性成果。 多型号集成关节 集成电机模组驱动器 - 45 - 四足巡检机器人 六足检测机器人 全自主打磨机器人和喷码机器人 全自主智能装备导航操控系统 - 46 -","2026-10-09T19:27:18.415Z",[834,835,836,837,838,839],{"code":404,"name":405},{"code":407,"name":408},{"code":413,"name":414},{"code":416,"name":417},{"code":422,"name":423},{"code":732,"name":733},[405,408,414,417,423,733],{"resultType":386,"id":842,"title":843,"abstract":844,"orgName":766,"province":743,"date":845,"trl":10,"transferMode":10,"keywords":393,"industry":10,"patentType":10,"legalStatus":10,"isOpenLicense":395,"isRevitalized":395,"techMaturity":10,"starRating":10,"licenseFeeText":10,"patentNo":10,"ipc":10,"inventors":10,"tags":846,"tagNames":849},"cmv1bi7it02khbdd86npx9y8i","车联网通信技术","智能交通作为未来智慧城市概念中的重要组成部分，是目前世界交通运输发 展的热点。车联网是智能交通系统的重要发展方向之一，建立车车互联、车路互 联的车联网是实现智能交通的重要基础。 团队基于西安和德国隧道内外的真实交通搭建了“V2V信道测试系统”；与 德国 DLR 合作测量了高速、城市、隧道及停车场这些特殊场景下的无线电传播 数据，并对相关电波传播特性进行了分析；在此基础上建立了车联网连通性模型， 提出可分别追踪多个多径高分辨率参数的方法；建立了隧道、地下停车场场景下 的信道漫散射模型。团队已发表相关期刊论文8篇，会议论文9篇，申请专利4 项。","2026-10-09T19:27:18.312Z",[847,848],{"code":407,"name":408},{"code":452,"name":453},[408,453],{"resultType":386,"id":851,"title":852,"abstract":853,"orgName":766,"province":743,"date":854,"trl":10,"transferMode":10,"keywords":393,"industry":10,"patentType":10,"legalStatus":10,"isOpenLicense":395,"isRevitalized":395,"techMaturity":10,"starRating":10,"licenseFeeText":10,"patentNo":10,"ipc":10,"inventors":10,"tags":855,"tagNames":861},"cmv1bi7hz02jjbdd8ujrsob1a","桥梁智能检测新技术及装备研发","针对桥梁与结构检测与试验中的疑难问题，长安大学结构智能检测研究所重 点开展了高性能传感器、基于图像识别的专用检测仪器研发。研究方向包括模式 识别、图像分析、激光测距、GPS 定位、应力应变传感器技术、钢束及混凝土应 力测试技术、索夹螺杆紧固力检测、桥梁安全评价等。目前已经形成了图像检测 技术、激光检测技术、多模式融合检测技术、应变式测力传感器、桥梁快速检测 技术和设备等特色研究方向。在结构应变测试新技术、结构变形测试新技术、体 内\u002F体外预应力测试新技术、结构外观缺陷测试新技术四个领域取得了突破性成 果。研发了系列专用检测仪器和装备，各项技术指标远高于国内外同类产品，部 分填补国内外空白。研究成果已经成功应用于港珠澳大桥、杭州湾跨海大桥、青 岛海湾大桥、沪通长江大桥、广州南沙大桥、广西龙门大桥等国家重大工程项目。 多用途HJ型应变测量传感器 无线应变采集仪 桥梁变形实时动态测试系统 桥梁挠度检测仪 索夹螺杆紧固力及补张智能一体设备 - 17 - 工程应用——沪通长江大桥塔梁同步施工主塔变形实时监测 工程应用——杭州江东大桥悬索桥螺杆索夹紧固力检测与补张","2026-10-09T19:27:18.285Z",[856,857,858,859,860],{"code":605,"name":606},{"code":407,"name":408},{"code":413,"name":414},{"code":416,"name":417},{"code":458,"name":459},[606,408,414,417,459],{"resultType":386,"id":863,"title":864,"abstract":865,"orgName":766,"province":743,"date":866,"trl":10,"transferMode":10,"keywords":393,"industry":10,"patentType":10,"legalStatus":10,"isOpenLicense":395,"isRevitalized":395,"techMaturity":10,"starRating":10,"licenseFeeText":10,"patentNo":10,"ipc":10,"inventors":10,"tags":867,"tagNames":884},"cmv1bi7hu02j7bdd83s1z7izm","全域道路立体空间综合检测技术","针对国家交通运输部对现代道路检测技术自动化、智能化以及专业化的发展 需求，本项目研发了一种全域道路立体空间综合检测技术。该技术主要由路面三 维形貌采集系统与道面内部切面成像系统组成，分别对土基压实均匀性，含水量 均匀性，道面结构层厚度，路面异物以及面板接缝错台量等技术指标进行精确检 测与定位。工程应用场景覆盖：公路工程、机场道面工程、隧道工程、桥梁工程、 市政工程、水利工程、矿山工程、地质，岩土，以及建筑工程。在满足实际工程 需求的同时具有可靠性强，易用性佳，精度高，一致性强，算法优等特点。 - 16 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