CN103114670A - Piezoelectric ceramic rod structure single-layer spherical reticulated shell and rod internal force monitoring device - Google Patents
Piezoelectric ceramic rod structure single-layer spherical reticulated shell and rod internal force monitoring device Download PDFInfo
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Abstract
一种压电陶瓷杆结构单双层球面网壳及杆件内力监测装置。球面网壳包括多根上弦杆、多根下弦杆、多根斜腹杆、多个陶瓷杆连接件、多个螺栓球节点、若干个滑动铰支座和若干个固定铰支座。监测装置包括无线传感器、数据接收基站、数据分析器和导线。本发明提供的压电陶瓷杆结构单双层球面网壳具有抗震性能好、便于施工等优点。杆件内力监测装置具有结果准确度高;不受环境因素影响、抗老化能力强,可用于长期监测;不受杆件位置制约,不需要布置超长的数据线,便于开展实验;安全性高等优点。
A piezoelectric ceramic rod structure single-layer spherical reticulated shell and a device for monitoring the internal force of the rod. The spherical reticulated shell includes multiple upper chords, multiple lower chords, multiple diagonal webs, multiple ceramic rod connectors, multiple bolt ball joints, several sliding hinge supports and several fixed hinge supports. The monitoring device includes wireless sensors, data receiving base stations, data analyzers and wires. The single-layer and double-layer spherical reticulated shell with piezoelectric ceramic rod structure provided by the invention has the advantages of good shock resistance, convenient construction and the like. The internal force monitoring device of the rod has high accuracy of results; it is not affected by environmental factors and has strong anti-aging ability, and can be used for long-term monitoring; it is not restricted by the position of the rod, and does not need to arrange super long data lines, which is convenient for carrying out experiments; high safety, etc. advantage.
Description
技术领域technical field
本发明属于建筑结构技术领域,特别是涉及一种压电陶瓷杆结构单双层球面网壳及杆件内力监测装置。The invention belongs to the technical field of building structures, and in particular relates to a piezoelectric ceramic rod structure single-layer spherical reticulated shell and a device for monitoring the internal force of the rod.
背景技术Background technique
随着大跨度空间结构的发展,网壳结构得到了广泛应用,如机场航站楼、会展中心、收费站、剧场等建筑,均出现了网壳结构的应用实例。网架结构受力合理、刚度大、重量轻,能够充分发挥材料的拉压性能,减小弯矩和剪力对材料的不利影响,且造型多变,并可根据建筑使用要求调整网格尺寸,建筑外观通透、美观,可有效利用自然采光、减少建筑能耗。但网壳结构的跨度受到局部稳定和整体稳定的控制,因此应用范围也受到一定的限制。此外,网壳结构目前主要使用钢材,尚未见其他材料应用于网壳结构的研究报道。With the development of large-span space structures, reticulated shell structures have been widely used, such as airport terminals, convention centers, toll stations, theaters and other buildings, all of which have application examples of reticulated shell structures. The grid structure has reasonable force, high rigidity, and light weight, which can give full play to the tensile and compressive properties of the material, reduce the adverse effects of bending moment and shear force on the material, and the shape is changeable, and the grid size can be adjusted according to the requirements of the building. , The appearance of the building is transparent and beautiful, which can effectively use natural lighting and reduce building energy consumption. However, the span of the reticulated shell structure is controlled by local stability and overall stability, so the application range is also limited to a certain extent. In addition, reticulated shell structures are currently mainly made of steel, and there are no research reports on the application of other materials to reticulated shell structures.
压电陶瓷是1946年由美国麻省理工学院绝缘研究室研究人员发现的一种新型材料。在机械外力作用下,该材料内部的正负电荷中心将发生相对位移而引起极化,从而导致材料两端表面出现符号相反的束缚电荷。然而,现有的压电陶瓷材料主要应用于蜂鸣器、扬声器、拾音器、变压器、点火器等领域,未见其应用于建筑工程领域尤其是应用于网壳结构的研究报道。Piezoelectric ceramics are a new type of material discovered in 1946 by researchers at the Massachusetts Institute of Technology's Insulation Laboratory. Under the action of external mechanical force, the positive and negative charge centers inside the material will undergo relative displacement to cause polarization, resulting in bound charges with opposite signs on the surface of the material at both ends. However, the existing piezoelectric ceramic materials are mainly used in buzzers, loudspeakers, pickups, transformers, igniters and other fields, and there are no research reports on their application in the field of construction engineering, especially in reticulated shell structures.
另外,杆件内力监测是研究网壳结构的失效机理和进行倒塌过程分析的一项重要内容。现有的监测方法主要有:贴应变片或应变传感器反算内力和利用振动传感器采集杆件振动信号反算内力。然而,应变片或应变传感器使用寿命较短,而且使用过程中受温度和零漂等因素影响,长期监测杆件内力结果的准确性较差;振动信号采集法则受环境振动影响,振动传感器采集到的杆件振动信号需要经过滤波处理,在滤波过程中结果难免出现失真的情况。因此,研发网壳结构的杆件内力测量装置,提高测量结果的准确性,将推动网壳结构理论研究和设计应用的进一步发展。In addition, the internal force monitoring of the member is an important content in the study of the failure mechanism of the reticulated shell structure and the analysis of the collapse process. The existing monitoring methods mainly include: attaching strain gauges or strain sensors to calculate internal force and using vibration sensors to collect vibration signals of rods to calculate internal force. However, the strain gauge or strain sensor has a short service life, and is affected by factors such as temperature and zero drift during use, so the accuracy of long-term monitoring of the internal force of the rod is poor; The vibration signal of the rod needs to be filtered, and the results will inevitably be distorted during the filtering process. Therefore, the research and development of the rod internal force measurement device for the reticulated shell structure and the improvement of the accuracy of the measurement results will promote the further development of the theoretical research and design application of the reticulated shell structure.
总之,如何将压电陶瓷这种新材料应用于壳体结构,通过合理的节点设计使其作为空间结构的受力杆件,并且利用压电陶瓷的特性,根据杆件电压值反算杆件受力,以便于实时动态监测杆件受力、验证理论分析结果,已成为推广压电陶瓷应用及推进壳体结构发展的一个重要问题。In short, how to apply the new material of piezoelectric ceramics to the shell structure, make it a stressed member of the space structure through reasonable node design, and use the characteristics of piezoelectric ceramics to calculate the rod according to the voltage value of the rod It has become an important issue to promote the application of piezoelectric ceramics and promote the development of shell structures in order to monitor the force of rods dynamically in real time and verify the theoretical analysis results.
发明内容Contents of the invention
为了解决上述问题,本发明的目的在于提供一种抗震性能好、便于施工的压电陶瓷杆结构单双层球面网壳。In order to solve the above problems, the object of the present invention is to provide a piezoelectric ceramic rod structure single-layer spherical reticulated shell with good anti-seismic performance and convenient construction.
本发明的另一个目的在于提供一种测量结果准确、安全性高的上述压电陶瓷杆结构单双层球面网壳上杆件内力监测装置。Another object of the present invention is to provide a device for monitoring the internal force of the rod on the single-layer spherical reticulated shell with the above-mentioned piezoelectric ceramic rod structure with accurate measurement results and high safety.
为了达到上述目的,本发明提供的压电陶瓷杆结构单双层球面网壳包括多根上弦杆、多根下弦杆、多根斜腹杆、多个陶瓷杆连接件、多个螺栓球节点、若干个滑动铰支座和若干个固定铰支座;其中上弦杆、下弦杆和斜腹杆均为压电陶瓷杆,每根上弦杆、下弦杆和斜腹杆的两端分别安装有一个陶瓷杆连接件;带有陶瓷杆连接件的多根上弦杆、多根下弦杆和多根斜腹杆利用多个螺栓球节点连接成传统形状的单双层球面网壳主体;所述的陶瓷杆连接件包括多个预埋螺栓、端板、锥头和多个螺母;其中多个预埋螺栓安装在上弦杆、下弦杆或斜腹杆的外端部边缘部位;端板上形成有多个与预埋螺栓位置相对应的圆孔,利用螺母固定于上弦杆、下弦杆或斜腹杆的外端面上;锥头为空心圆台结构,其上底面中部形成有一个圆孔,下底面呈开口状,并且下底面边缘连接在端板的外端边缘上;每个螺栓球节点包括多个高强螺栓、多个封板、多个套筒、多个销钉和一个钢球;其中高强螺栓上的螺杆贯穿设置在锥头上的圆孔内,并且螺栓头位于锥头的内部,同时螺杆的中部外圆周面上沿径向形成有一个盲孔;封板安装在锥头的上底面外部,并且中心部位形成有一个螺杆孔;套筒套在高强螺栓上位于封板外侧的螺杆上,并且套筒的圆周面上贯穿形成有一个销钉孔;销钉的前端穿过套筒上的销钉孔后插入在高强螺栓上的盲孔内;钢球上形成有多个圆孔,用于插入多个高强螺栓上螺杆的前端;若干个固定铰支座的上端相隔距离安装在网壳主体一侧的上弦螺栓球节点上,下端固定在结构柱顶部;若干个滑动铰支座的上端相隔距离安装在网壳主体的其余上弦螺栓球节点上,下端以可移动的方式设置在结构柱顶部。In order to achieve the above purpose, the piezoelectric ceramic rod structure single-layer spherical reticulated shell provided by the present invention includes a plurality of upper chords, a plurality of lower chords, a plurality of oblique webs, a plurality of ceramic rod connectors, a plurality of bolt ball nodes, Several sliding hinge supports and several fixed hinge supports; the upper chord, lower chord and diagonal rods are all piezoelectric ceramic rods, and a ceramic Rod connectors; multiple upper chord rods, multiple lower chord rods and multiple diagonal web rods with ceramic rod connectors are connected into a single-layer spherical reticulated shell body of traditional shape by using multiple bolted ball joints; the ceramic rods The connecting piece includes multiple embedded bolts, end plates, cone heads and multiple nuts; wherein multiple embedded bolts are installed on the outer edge of the upper chord, lower chord or diagonal web; the end plate is formed with multiple The round hole corresponding to the position of the embedded bolt is fixed on the outer end surface of the upper chord, lower chord or diagonal rod with nuts; the cone head is a hollow circular platform structure, and a round hole is formed in the middle of the upper bottom surface, and the lower bottom surface is open. shape, and the edge of the lower bottom surface is connected to the outer end edge of the end plate; each bolt ball node includes multiple high-strength bolts, multiple sealing plates, multiple sleeves, multiple pins and a steel ball; the high-strength bolts on the The screw rod runs through the circular hole provided on the cone head, and the bolt head is located inside the cone head, and at the same time, a blind hole is formed radially on the outer peripheral surface of the middle part of the screw rod; the sealing plate is installed outside the upper bottom surface of the cone head, and A screw hole is formed in the center; the sleeve is set on the high-strength bolt on the screw outside the sealing plate, and a pin hole is formed on the circumferential surface of the sleeve; the front end of the pin is inserted through the pin hole on the sleeve In the blind holes on the high-strength bolts; there are multiple round holes formed on the steel balls, which are used to insert the front ends of the screw rods on multiple high-strength bolts; On the bolt ball joint, the lower end is fixed on the top of the structural column; the upper ends of several sliding hinge supports are installed on the remaining upper chord bolt ball joints of the reticulated shell body at a distance, and the lower end is set on the top of the structural column in a movable manner.
所述的上弦杆、下弦杆和斜腹杆均为空心压电陶瓷圆杆。The upper chord, the lower chord and the diagonal rod are all hollow piezoelectric ceramic round rods.
所述的每个螺栓球节点上预埋螺栓和螺母的数量为5-7。The number of embedded bolts and nuts on each bolt ball node is 5-7.
所述的预埋螺栓和端板的外表面均涂覆有绝缘涂层。The outer surfaces of the embedded bolts and the end plates are coated with an insulating coating.
本发明提供的压电陶瓷杆结构单双层球面网壳上杆件内力监测装置包括无线传感器、数据接收基站、数据分析器和导线;其中每根上弦杆、下弦杆和斜腹杆上分别安装有一个无线传感器,同时每根上弦杆、下弦杆和斜腹杆上预置有两根导线,每根导线的一端连接在上弦杆、下弦杆和斜腹杆的一端,另一端与无线传感器相接;无线传感器与设置在地面上的数据接收基站无线连接;而数据接收基站和数据分析器则通过数据线相接。The internal force monitoring device of the upper rod of the piezoelectric ceramic rod structure single-layer spherical reticulated shell provided by the invention includes a wireless sensor, a data receiving base station, a data analyzer and a wire; wherein each upper chord, lower chord and diagonal rod are respectively installed There is a wireless sensor, and two wires are preset on each top chord, bottom chord and diagonal rod, one end of each wire is connected to one end of the top chord, bottom chord and diagonal rod, and the other end is connected to the wireless sensor. connected; the wireless sensor is wirelessly connected to the data receiving base station set on the ground; and the data receiving base station and the data analyzer are connected through the data line.
本发明提供的压电陶瓷杆结构单双层球面网壳具有如下优点:1)抗震性能好:经通用有限元分析软件ANSYS计算后发现,压电陶瓷杆结构单双层球面网壳的单根构件受力和结构整体静、动力变形均能满足使用要求。2)便于施工:压电陶瓷杆的密度小于钢材,利用现有施工手段和设备即可完成结构安装。The piezoelectric ceramic rod structure single-layer spherical reticulated shell provided by the present invention has the following advantages: 1) good shock resistance: after calculation by the general-purpose finite element analysis software ANSYS, it is found that the single root of the piezoelectric ceramic rod structure single-layer spherical reticulated shell The stress of the components and the overall static and dynamic deformation of the structure can meet the requirements of use. 2) Easy construction: The density of piezoelectric ceramic rods is lower than that of steel, and the structural installation can be completed by using existing construction methods and equipment.
本发明提供的压电陶瓷杆结构单双层球面网壳上杆件内力监测装置具有如下优点:1)根据压力和电压之间的互导公式,可精确测量杆件受力情况,结果准确度高。2)不受环境因素影响、抗老化能力强,可用于长期监测。3)利用无线传感器采集电压值,不受杆件位置制约,不需要布置超长的数据线,便于开展实验。4)安全性高:可通过动态监测压电陶瓷杆两端的电压实时计算杆件受力,可提高结构使用过程中的安全性。The internal force monitoring device of the rod on the piezoelectric ceramic rod structure single-layer spherical reticulated shell provided by the present invention has the following advantages: 1) According to the mutual conduction formula between pressure and voltage, the force on the rod can be accurately measured, and the accuracy of the result is high. 2) It is not affected by environmental factors and has strong anti-aging ability, which can be used for long-term monitoring. 3) The wireless sensor is used to collect the voltage value, which is not restricted by the position of the rod, and does not need to arrange super long data lines, which is convenient for carrying out experiments. 4) High safety: The force on the rod can be calculated in real time by dynamically monitoring the voltage at both ends of the piezoelectric ceramic rod, which can improve the safety of the structure during use.
附图说明Description of drawings
图1为本发明提供的压电陶瓷杆结构单双层球面网壳平面图。Fig. 1 is a plane view of a single-layer spherical reticulated shell with a piezoelectric ceramic rod structure provided by the present invention.
图2为图1中A-A向剖视图。Fig. 2 is a sectional view along A-A in Fig. 1 .
图3为本发明提供的压电陶瓷杆结构单双层球面网壳中连接在上弦杆、下弦杆或斜腹杆端部的陶瓷杆连接件结构示意图。Fig. 3 is a schematic diagram of the structure of the ceramic rod connector connected to the end of the upper chord, lower chord or diagonal rod in the single-layer spherical reticulated shell with piezoelectric ceramic rod structure provided by the present invention.
图4为本发明提供的压电陶瓷杆结构单双层球面网壳中螺栓球节点部位结构示意图。Fig. 4 is a schematic diagram of the structure of the bolt ball node in the piezoelectric ceramic rod structure single-layer spherical reticulated shell provided by the present invention.
图5为本发明提供的压电陶瓷杆结构单双层球面网壳与钢结构单双层球面网壳自振频率曲线图。Fig. 5 is a graph of the natural vibration frequency of the piezoelectric ceramic rod structure single-layer spherical reticulated shell and the steel structure single-layer spherical reticulated shell provided by the present invention.
图6为本发明提供的压电陶瓷杆结构单双层球面网壳与钢结构单双层球面网壳竖向位移曲线图。Fig. 6 is a vertical displacement curve diagram of the piezoelectric ceramic rod structure single-layer spherical reticulated shell and the steel structure single-layer spherical reticulated shell provided by the present invention.
图7为本发明提供的压电陶瓷杆结构单双层球面网壳上杆件内力监测装置组成框图。Fig. 7 is a block diagram of the internal force monitoring device of the rod on the piezoelectric ceramic rod structure single-layer spherical reticulated shell provided by the present invention.
具体实施方式Detailed ways
下面结合附图和具体实施例对本发明提供的压电陶瓷杆结构单双层球面网壳及杆件内力监测装置进行详细说明。The single-layer and double-layer spherical reticulated shell with piezoelectric ceramic rod structure and the internal force monitoring device for the rod provided by the present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
如图1-图4所示,本发明提供的压电陶瓷杆结构单双层球面网壳包括多根上弦杆1、多根下弦杆2、多根斜腹杆3、多个陶瓷杆连接件4、多个螺栓球节点5、若干个滑动铰支座6和若干个固定铰支座7;其中上弦杆1、下弦杆2和斜腹杆3均为压电陶瓷杆,每根上弦杆1、下弦杆2和斜腹杆3的两端分别安装有一个陶瓷杆连接件4;带有陶瓷杆连接件4的多根上弦杆1、多根下弦杆2和多根斜腹杆3利用多个螺栓球节点5连接成传统形状的单双层球面网壳主体;所述的陶瓷杆连接件4包括多个预埋螺栓8、端板9、锥头10和多个螺母11;其中多个预埋螺栓8安装在上弦杆1、下弦杆2或斜腹杆3的外端部边缘部位;端板9上形成有多个与预埋螺栓8位置相对应的圆孔,利用螺母11固定于上弦杆1、下弦杆2或斜腹杆3的外端面上;锥头10为空心圆台结构,其上底面中部形成有一个圆孔12,下底面呈开口状,并且下底面边缘连接在端板9的外端边缘上;每个螺栓球节点5包括多个高强螺栓13、多个封板14、多个套筒15、多个销钉16和一个钢球17;其中高强螺栓13上的螺杆贯穿设置在锥头10上的圆孔12内,并且螺栓头位于锥头10的内部,同时螺杆的中部外圆周面上沿径向形成有一个盲孔;封板14安装在锥头10的上底面外部,并且中心部位形成有一个螺杆孔;套筒15套在高强螺栓13上位于封板14外侧的螺杆上,并且套筒15的圆周面上贯穿形成有一个销钉孔;销钉16的前端穿过套筒15上的销钉孔后插入在高强螺栓13上的盲孔内;钢球17上形成有多个圆孔,用于插入多个高强螺栓13上螺杆的前端;若干个固定铰支座7的上端相隔距离安装在网壳主体一侧的上弦螺栓球节点上,下端固定在结构柱顶部;若干个滑动铰支座6的上端相隔距离安装在网壳主体的其余上弦螺栓球节点上,下端以可移动的方式设置在结构柱顶部。As shown in Figures 1 to 4, the piezoelectric ceramic rod structure single-layer spherical reticulated shell provided by the present invention includes a plurality of
所述的上弦杆1、下弦杆2和斜腹杆3均为空心压电陶瓷圆杆,这样不仅能够减轻整个结构的总体重量,而且可以降低成本。The
所述的每个螺栓球节点5上预埋螺栓8和螺母11的数量为5-7。The number of embedded
所述的预埋螺栓8和端板9的外表面均涂覆有绝缘涂层。The outer surfaces of the embedded
本发明提供的压电陶瓷杆结构单双层球面网壳组装过程如下:The assembly process of the single-layer and double-layer spherical reticulated shell with piezoelectric ceramic rod structure provided by the present invention is as follows:
1)根据压电陶瓷杆结构单双层球面网壳的设计要求,确定上弦杆1、下弦杆2和斜腹杆3的几何尺寸,并在加工上弦杆1、下弦杆2和斜腹杆3的过程中在其两个外端部边缘部位设置多个预埋螺栓8;1) According to the design requirements of the piezoelectric ceramic rod structure single-layer spherical reticulated shell, determine the geometric dimensions of the
2)利用多个螺母11将一块端板9固定在每根上弦杆1、下弦杆2或斜腹杆3的一个外端面上;2) Using a plurality of
3)将高强螺栓13上的螺杆贯穿设置在锥头10上的圆孔12内,并且螺栓头位于锥头10的内部;3) The screw rod on the high-strength bolt 13 is penetrated and arranged in the
4)将多个不同空间角度的上弦杆1、下弦杆2或斜腹杆3两端的锥头10内的高强螺栓13连接于一个螺栓球节点5上,由此制成传统形状的单双层球面网壳主体;4) Connect the high-strength bolts 13 in the
5)将多个固定铰支座7的上端相隔距离安装在网壳主体一侧的上弦螺栓球节点5上,下端固定在结构柱顶部;将多个滑动铰支座6的上端相隔距离安装在网壳主体的其余上弦螺栓球节点5上,下端以可移动的方式设置在结构柱顶部,由此形成所述的压电陶瓷杆结构单双层球面网壳。5) Install the upper ends of a plurality of fixed hinge supports 7 on the upper chord
为了分析本发明提供的压电陶瓷杆结构单双层球面网壳的抗震性能,本申请人用有限元软件ANSYS比较了相同外观尺寸和截面面积的压电陶瓷杆结构单双层球面网壳和钢结构单双层球面网壳的前8阶自振频率以及在水平地震EL-Centro(1940)波作用下8秒内的竖向位移变化情况,结果见图5、图6。由图5可见,二者前3阶自振频率值较接近,说明压电陶瓷杆结构单双层球面网壳和钢结构单双层球面网壳的动力特性接近。由图6可见,压电陶瓷杆结构单双层球面网壳在地震作用下的位移变化幅值略小于钢结构单双层球面网壳,这是由结构自身重量轻而造成的,意味着地震作用下压电陶瓷杆结构单双层球面网壳具有良好的抗震性能。通过上述计算及分析可见,本发明提供的压电陶瓷杆结构单双层球面网壳安全可靠。In order to analyze the seismic performance of the piezoelectric ceramic rod structure single-layer spherical reticulated shell provided by the present invention, the applicant used the finite element software ANSYS to compare the piezoelectric ceramic rod structure single-layer spherical reticulated shell and the same appearance size and cross-sectional area. The first 8 natural frequencies of the steel structure single-layer spherical reticulated shell and the vertical displacement change within 8 seconds under the action of the horizontal seismic EL-Centro (1940) wave, the results are shown in Figure 5 and Figure 6. It can be seen from Figure 5 that the first three natural frequencies of the two are relatively close, indicating that the dynamic characteristics of the piezoelectric ceramic rod structure single-layer spherical reticulated shell and the steel structure single-layer spherical reticulated shell are similar. It can be seen from Figure 6 that the amplitude of the displacement change of the piezoelectric ceramic rod structure single-layer spherical reticulated shell under the earthquake is slightly smaller than that of the steel structure single-layer spherical reticulated shell. This is caused by the light weight of the structure itself, which means that the earthquake Under the action, the single-layer and double-layer spherical reticulated shell with piezoelectric ceramic rod structure has good anti-seismic performance. It can be seen from the above calculation and analysis that the piezoelectric ceramic rod structure single-layer spherical reticulated shell provided by the present invention is safe and reliable.
如图7所示,本发明提供的压电陶瓷杆结构单双层球面网壳上杆件内力监测装置包括无线传感器18、数据接收基站19、数据分析器20和导线21;其中每根上弦杆1、下弦杆2和斜腹杆3上分别安装有一个无线传感器18,同时每根上弦杆1、下弦杆2和斜腹杆3上预置有两根导线21,每根导线21的一端连接在上弦杆1、下弦杆2和斜腹杆3的一端,另一端与无线传感器18相接;无线传感器18与设置在地面上的数据接收基站19无线连接;而数据接收基站19和数据分析器20则通过数据线相接。As shown in Figure 7, the internal force monitoring device of the rod on the piezoelectric ceramic rod structure single-layer spherical reticulated shell provided by the present invention includes a wireless sensor 18, a data receiving base station 19, a data analyzer 20 and a
现将本发明提供的压电陶瓷杆结构单双层球面网壳上杆件内力监测装置工作原理阐述如下:在上述压电陶瓷杆结构单双层球面网壳使用过程中,无线传感器18将实时采集上弦杆1、下弦杆2和斜腹杆3两端的电压力差,并将该检测值无线传输给数据接收基站19;数据接收基站19将多个无线传感器18采集的数据再传输给数据分析器20,数据分析器20根据上述检测值及每根上弦杆1、下弦杆2和斜腹杆3的设计参数计算动荷载作用下杆件的内力值,由此实现对压电陶瓷杆结构单双层球面网壳上杆件内力的动态监控。Now the working principle of the internal force monitoring device on the rod on the piezoelectric ceramic rod structure single-layer spherical reticulated shell provided by the present invention is described as follows: During the use of the above-mentioned piezoelectric ceramic rod structure single-layer spherical reticulated shell, the wireless sensor 18 will real-time Collect the electrical pressure difference at both ends of the
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5195291A (en) * | 1991-04-01 | 1993-03-23 | Pomento Patrick G | Spherical wooden truss frame building |
JP2002167857A (en) * | 2000-12-04 | 2002-06-11 | Isamu Yahara | Building structure |
CN102071742A (en) * | 2010-12-06 | 2011-05-25 | 中国民航大学 | Wood structure rectangular plate net rack |
CN201924450U (en) * | 2010-12-21 | 2011-08-10 | 中国民航大学 | Steel-wood square pyramid space grid with openings |
CN202108115U (en) * | 2011-06-03 | 2012-01-11 | 中国民航大学 | Bamboo truss string structure |
CN202248457U (en) * | 2011-10-13 | 2012-05-30 | 中国民航大学 | Wooden-structured, rib-ring patterned and single-layer spherical reticulated shell |
CN202324185U (en) * | 2011-11-30 | 2012-07-11 | 中国民航大学 | One-way oblique rod type net casing with wood structure and single-layer cylindrical surface |
CN102653965A (en) * | 2012-05-07 | 2012-09-05 | 中国民航大学 | High-redundancy beam-string truss structure and implementation method |
CN202416660U (en) * | 2012-02-15 | 2012-09-05 | 中国民航大学 | Timberwork rib-circled single-layer suspended spherical reticulated shell |
CN202492927U (en) * | 2012-03-27 | 2012-10-17 | 中国民航大学 | Wooden dual-diagonal-rod type single-layer cylindrical lattice shell |
CN202492926U (en) * | 2012-03-27 | 2012-10-17 | 中国民航大学 | Wood structural connecting quadrate singe-layer cylindrical lattice shell |
CN202530568U (en) * | 2012-03-27 | 2012-11-14 | 中国民航大学 | Timberwork herringbone single-layer cylindrical reticulated shell |
-
2013
- 2013-02-25 CN CN201310057703.3A patent/CN103114670B/en not_active Expired - Fee Related
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5195291A (en) * | 1991-04-01 | 1993-03-23 | Pomento Patrick G | Spherical wooden truss frame building |
JP2002167857A (en) * | 2000-12-04 | 2002-06-11 | Isamu Yahara | Building structure |
CN102071742A (en) * | 2010-12-06 | 2011-05-25 | 中国民航大学 | Wood structure rectangular plate net rack |
CN201924450U (en) * | 2010-12-21 | 2011-08-10 | 中国民航大学 | Steel-wood square pyramid space grid with openings |
CN202108115U (en) * | 2011-06-03 | 2012-01-11 | 中国民航大学 | Bamboo truss string structure |
CN202248457U (en) * | 2011-10-13 | 2012-05-30 | 中国民航大学 | Wooden-structured, rib-ring patterned and single-layer spherical reticulated shell |
CN202324185U (en) * | 2011-11-30 | 2012-07-11 | 中国民航大学 | One-way oblique rod type net casing with wood structure and single-layer cylindrical surface |
CN202416660U (en) * | 2012-02-15 | 2012-09-05 | 中国民航大学 | Timberwork rib-circled single-layer suspended spherical reticulated shell |
CN202492927U (en) * | 2012-03-27 | 2012-10-17 | 中国民航大学 | Wooden dual-diagonal-rod type single-layer cylindrical lattice shell |
CN202492926U (en) * | 2012-03-27 | 2012-10-17 | 中国民航大学 | Wood structural connecting quadrate singe-layer cylindrical lattice shell |
CN202530568U (en) * | 2012-03-27 | 2012-11-14 | 中国民航大学 | Timberwork herringbone single-layer cylindrical reticulated shell |
CN102653965A (en) * | 2012-05-07 | 2012-09-05 | 中国民航大学 | High-redundancy beam-string truss structure and implementation method |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104499576A (en) * | 2014-12-19 | 2015-04-08 | 苏州工业园区设计研究院股份有限公司 | Veneer hinged joint of grid of roof |
CN105806572A (en) * | 2016-03-14 | 2016-07-27 | 浙江大学 | Single-layer latticed shell structure node semi-rigid measuring method |
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CN106930590A (en) * | 2016-09-21 | 2017-07-07 | 中国地震局工程力学研究所 | New spatial network ball node device with damping function |
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CN107143042B (en) * | 2017-03-31 | 2022-11-08 | 浙江大学 | Connecting structure of embedded bolts in closed rod piece, screwing method and application in assembling single-layer latticed shell structure of rectangular steel pipe |
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DE102019133189A1 (en) * | 2019-12-05 | 2021-06-10 | Neptunus Beheer B.V. | Rapid assembly hall |
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CN113374072B (en) * | 2021-05-21 | 2022-09-16 | 徐州腾鲁重工科技有限公司 | Steel structure for connecting net racks |
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