当前查询到9条专利与查询词 "谢仟元"相关,搜索用时0.2187977秒!排序方式:
发明专利:5实用新型: 4外观设计: 0
5 条,当前第 1-5 条 返回搜索页
申请号:202410142546.4 公开号:CN117979817A 主分类号:H10N70/00
申请人:深圳大学 申请日:2024.01.31 公开日:2024.05.03
摘要:本发明公开一种相变材料、相变异质结薄膜及相变存储单元,所述相变材料为沿着[111]晶向生长的立方相单晶,所述相变材料的化学式为Mx(Sc2Te3)1‑x,其中,M为Ge或Ga,0.1≤x≤0.5。所述相变材料中M原子位于六配位八面体结构位置,此时为低阻态,通过施加电流,在原有六个M‑Te键中,三个弱键被打断,三个强键得到保留,M原子越过一定的势垒,沿着[111]晶向移动到稳定的四配位四面体结构位置,此时为高阻态,由此实现高、低阻态之间的转变。这种固‑固相变的过程,只需M原子在六配位八面体结构位置和四配位四面体结构位置之间的跳变,减少了相变过程所需消耗的能量,可降低相变存储单元的功耗。
详细信息 下载全文

申请号:202511249664.6 公开号:CN120992060A 主分类号:G01L1/14
申请人:大连理工大学 申请日:2025.09.03 公开日:2025.11.21
摘要:一种基于MEMS电容式传感器的正畸矫治力测量装置及方法,属于无线感测技术领域。所述正畸矫治力测量装置包括法向力传感器、切向力传感器两种构型,其中法向力传感器用于测量垂直齿面的法向力,切向力传感器用于测量平行齿面的切向力,由电容组件与感应线圈串联形成LC振荡回路,通过外部设备激励产生振荡信号,频率随电容变化而改变。本发明通过极距变化型电容结构感知矫治力引起的应变,结合LC振荡回路与近场通信实现无源式力值检测,采用生物兼容材料封装及抗磨损涂层适应口腔环境。本发明能够精准测量垂直及平行齿面的矫治力,解决传统正畸依赖经验评估的问题,提升矫正精度并降低复发率。
详细信息 下载全文

申请号:202510050013.8 公开号:CN119639873A 主分类号:C12Q1/6841
申请人:石河子大学 申请日:2025.01.13 公开日:2025.03.18
摘要:本发明公开了用于苜蓿的高效寡核苷酸荧光原位杂交体系及杂交方法,属于FISH技术探针制备与应用领域,解决了传统FISH技术在苜蓿物种上无法高效获取有丝分裂中期染色体杂交图片的问题,所述用于苜蓿的高效寡核苷酸荧光原位杂交体系包括oligo探针、苜蓿根尖有丝分裂中期细胞、探针杂交液;本发明能够高效清晰获得苜蓿根尖有丝分裂中期染色体,可实现Oligo探针在苜蓿染色体的物理定位,同时能够高效获得苜蓿清晰的细胞学图片。从而成功实现Oligo‑FISH技术在苜蓿物种上的高效应用,有助于苜蓿遗传多样性分析、分子标记辅助选择、遗传图谱的构建。
详细信息 下载全文

申请号:201911359165.7 公开号:CN111025912A 主分类号:G05B13/04
摘要:【中文】本发明公开了一种面向调峰的微电网差异化调度控制系统及其方法,该系统包括多个微电网,各微电网的内部热网分别连接换热器与公共热网一级管网连接;包括串接于公共热网一级管网上的热电厂和第一循环泵;各微电网的内部电力线通过联络线与公共电网一端连接,公共电网另一端并行连接集中式风力发电系统、集中式光伏发电系统、热电厂;调峰辅助服务中心与各微电网通信连接;各微电网设置有与调峰辅助服务中心通信连接的微电网调控中心。本发明根据微电网之间热、电调节容量的差异性,及微电网之间空间分布的差异性,选择满足条件的微电网进行控制;整个系统提高了控制精度,进一步挖掘了微电网的调峰潜力,提高了绿色能源的消纳量,减少了调峰成本。 【EN】The invention discloses a micro-grid differential scheduling control system and method facing peak shaving, wherein the system comprises a plurality of micro-grids, and an internal heat supply network of each micro-grid is respectively connected with a heat exchanger and a public heat supply network primary pipe network; the system comprises a thermal power plant and a first circulating pump which are connected in series with a primary pipe network of a public heat supply network; the internal power line of each micro-grid is connected with one end of a public power grid through a connecting line, and the other end of the public power grid is connected with a centralized wind power generation system, a centralized photovoltaic power generation system and a thermal power plant in parallel; the peak shaving auxiliary service center is in communication connection with each micro-grid; each micro-grid is provided with a micro-grid regulation and control center in communication connection with the peak regulation auxiliary service center. According to the difference of the thermal and electric regulation capacity among the micro-grids and the difference of the spatial distribution among the micro-grids, the micro-grids meeting the conditions are selected for control; the whole system improves the control precision, further excavates the peak regulation potential of the microgrid, improves the consumption of green energy and reduces the peak regulation cost.
详细信息 下载全文

申请号:202010021628.5 公开号:CN111188619A 主分类号:E21D5/11
摘要:【中文】本发明公开了一种竖井内衬墙施工方法,在坑体内放入环形的模板,使模板的外侧与坑体的内壁之间形成环形的浇筑空间,在浇筑空间中安装环形的钢筋网,然后再向浇筑空间浇筑砼浆,完成第一层浇筑;挖掘下一层土体,在上层浇筑空间的下方安装钢筋网;下压模板,模板的外侧与坑体的内壁之间形成新的浇筑空间,向浇筑空间内浇筑砼浆,然后逐层施工至设计深度。本发明通过在坑体中放入模板,再将钢筋网放入坑体中,向浇筑空间浇筑砼浆后,下压模板,再开挖下一层的土体施工。本发明在浇筑过程中无需重复搭设拆除模板,有效缩短工期,亦能避免模板在移动的过程中偏移,保证了竖井内衬墙的施工质量,使其表面光滑、平整。 【EN】The invention discloses a construction method of a vertical shaft lining wall, which comprises the steps of placing an annular template in a pit body, forming an annular pouring space between the outer side of the template and the inner wall of the pit body, installing an annular reinforcing mesh in the pouring space, and pouring concrete slurry into the pouring space to finish first-layer pouring; excavating a next layer of soil body, and installing a reinforcing mesh below the upper layer pouring space; and (3) pressing the template downwards, forming a new pouring space between the outer side of the template and the inner wall of the pit body, pouring concrete slurry into the pouring space, and then constructing layer by layer to the designed depth. The construction method comprises the steps of placing a template in the pit body, placing the reinforcing mesh in the pit body, pouring concrete slurry into the pouring space, pressing down the template, and excavating the next layer of soil body for construction. The invention does not need to repeatedly set up and dismantle the template in the pouring process, effectively shortens the construction period, can also avoid the displacement of the template in the moving process, ensures the construction quality of the vertical shaft lining wall and ensures the smooth and flat surface of the vertical shaft lining wall.
详细信息 下载全文

5 条,当前第 1-5 条 返回搜索页