CN203129006U - Intelligent support system - Google Patents
Intelligent support system Download PDFInfo
- Publication number
- CN203129006U CN203129006U CN 201320060227 CN201320060227U CN203129006U CN 203129006 U CN203129006 U CN 203129006U CN 201320060227 CN201320060227 CN 201320060227 CN 201320060227 U CN201320060227 U CN 201320060227U CN 203129006 U CN203129006 U CN 203129006U
- Authority
- CN
- China
- Prior art keywords
- plate
- slide plate
- groove
- spherical
- spherical crown
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000006073 displacement reaction Methods 0.000 claims abstract description 17
- 239000011540 sensing material Substances 0.000 claims abstract description 6
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 5
- 239000010935 stainless steel Substances 0.000 claims abstract description 5
- 238000013461 design Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 230000003862 health status Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012806 monitoring device Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
本实用新型涉及一种智能支座系统,由嵌入智能传感材料的支座、数据采集仪和监控器组成;所述嵌入智能传感材料的支座由三向位移传感器、测力传感器、上支座板、平面不锈钢板、平面滑板、球冠衬板、球面滑板和承载主体组成,承载主体上部插入上支座板下部开槽部位,球冠衬板的圆弧面通过球面滑板位于承载主体的凹槽内,平面滑板嵌于球冠衬板的凹槽内,平面滑板上方连接上支座板开槽部位的顶部;承载主体两侧与上支座板凹槽内壁连接处设有三向位移传感器,承载主体与球面滑板连接处设有测力传感器;三向位移传感器和测力传感器分别连接数据采集仪,数据采集仪连接监控器。本实用新型可广泛适用于建筑、桥梁等土木工程结构的日常使用释放温度变形以及抗震、抗风等设计需要。
The utility model relates to an intelligent support system, which is composed of a support embedded with intelligent sensing materials, a data acquisition instrument and a monitor; the support embedded with intelligent sensing materials is composed of a three-way displacement sensor, a force sensor, an upper The support plate, flat stainless steel plate, flat slide plate, spherical crown liner, spherical slide plate and load-bearing body are composed. The upper part of the load-bearing body is inserted into the slot at the lower part of the upper support plate, and the arc surface of the spherical crown liner is positioned on the load-bearing body through the spherical slide plate The plane slide plate is embedded in the groove of the spherical crown liner, and the top of the plane slide plate is connected to the top of the groove of the upper support plate; the connection between the two sides of the main body and the inner wall of the upper support plate groove is provided with a three-way displacement For the sensor, a force sensor is provided at the connection between the bearing body and the spherical slide; the three-way displacement sensor and the force sensor are respectively connected to a data acquisition instrument, and the data acquisition instrument is connected to a monitor. The utility model can be widely applied to the daily use release temperature deformation of civil engineering structures such as buildings and bridges, as well as the design needs of earthquake resistance and wind resistance.
Description
技术领域 technical field
本实用新型属于建筑、桥梁等土木工程抗震以及结构振动控制技术领域,涉及一种智能支座系统。 The utility model belongs to the technical field of anti-seismic and structural vibration control of civil engineering such as buildings and bridges, and relates to an intelligent bearing system.
背景技术 Background technique
支座是建筑结构和桥梁结构中用于连接上部结构和下部结构的重要节点部件,必须具有足够的承载能力,以保证安全可靠地传递支座反力,包括竖向压力、拉力及水平剪力;必须对上部结构的位移和转角变形的约束尽可能地小,以适应上部结构自由伸缩和转动的需要,同时支座还应便于安装、养护和维修。 The support is an important node component used to connect the upper structure and the lower structure in the building structure and bridge structure. It must have sufficient bearing capacity to ensure the safe and reliable transmission of the support reaction force, including vertical pressure, tension and horizontal shear force. ; The constraints on the displacement and corner deformation of the upper structure must be as small as possible to meet the needs of free expansion and rotation of the upper structure, and the support should also be easy to install, maintain and repair.
我国是一个多地震国家,地震区域分布广阔而分散,地震频繁而强烈。从1900年至今,震级等于或大于8级的强地震已经发生12次之多,其中发生于人烟稠密之处者,损伤惨重,如1976年7月28日的唐山大地震,2008年5月12日的汶川大地震。实际震害的调查表明:节点支座破坏是导致建筑结构或桥梁结构上部结构破坏的最常见的破坏形式之一。在地震作用下,支座节点的震害主要表现为支座发生倾斜、剪断;锚固螺栓拔出;滑动支座脱落以及支座本身构造上的破坏。同时,在建筑、桥梁等结构的日常使用过程中,因支座本身质量问题导致的结构破坏、倒塌事故也时有发生,例如因支座本身转动能力未能满足设计要求而导致上部结构在温度应力作用下发生破坏倒塌。 my country is an earthquake-prone country with vast and scattered earthquake areas and frequent and strong earthquakes. Since 1900, there have been 12 strong earthquakes with a magnitude equal to or greater than 8. Among them, those that occurred in densely populated places caused heavy damage, such as the Tangshan earthquake on July 28, 1976, and May 12, 2008. Wenchuan Earthquake. The survey of actual earthquake damage shows that: the failure of node support is one of the most common failure forms that lead to the failure of building structures or superstructures of bridge structures. Under the action of earthquake, the seismic damage of the support joints mainly shows that the support is tilted and sheared; the anchor bolts are pulled out; the sliding support falls off and the structural damage of the support itself. At the same time, in the daily use of buildings, bridges and other structures, structural damage and collapse accidents caused by the quality problems of the bearings also occur from time to time. collapse under stress.
作为结构中重要节点的支座一旦失效,就会导致结构中力的传递方式发生变化,从而对结构的其它部位抗震性能产生不利的影响,进一步加重结构破坏或震害。以往对支座安全性的评估都是采用拆卸后逐一检测的方法,这对于大型工程来说是一项既耗时又费力的方法,在突发事件后难以及时获知支座的损伤情况。 Once the support as an important node in the structure fails, it will lead to changes in the force transmission mode in the structure, which will adversely affect the seismic performance of other parts of the structure and further aggravate the structural damage or earthquake damage. In the past, the safety evaluation of bearings was carried out by dismantling and inspecting one by one. This is a time-consuming and laborious method for large-scale projects, and it is difficult to know the damage of bearings in time after an emergency.
实用新型内容 Utility model content
本实用新型所要解决的技术问题是:提供一种能实时监控支座健康状况的智能支座系统。 The technical problem to be solved by the utility model is to provide an intelligent support system capable of monitoring the health status of the support in real time.
为解决上述技术问题,本实用新型采用如下技术方案: In order to solve the above technical problems, the utility model adopts the following technical solutions:
一种智能支座系统,由嵌入智能传感材料的支座、数据采集仪10和监控器11组成;所述嵌入智能传感材料的支座由三向位移传感器2、测力传感器3、上支座板4、平面不锈钢板5、平面滑板6、球冠衬板7、球面滑板8和承载主体9组成,承载主体9上部插入上支座板4下部开槽部位,承载主体9顶部开有圆形凹槽,球冠衬板7一面为平面,另一面为圆弧面,球冠衬板7的圆弧面通过球面滑板8位于承载主体9的凹槽内,球冠衬板7的平面部分开有凹槽,平面滑板6嵌于所述凹槽内,平面滑板6上方连接上支座板4开槽部位的顶部;承载主体9两侧与上支座板4凹槽内壁连接处设有三向位移传感器2,承载主体9与球面滑板8连接处设有测力传感器3;所述三向位移传感器2和测力传感器3分别连接数据采集仪10,数据采集仪10的输出端连接监控器11。
An intelligent support system is composed of a support embedded with intelligent sensing materials, a data acquisition instrument 10 and a monitor 11; the support embedded with intelligent sensing materials is composed of a three-
本实用新型中,所述三向位移传感器2的数量为2只。
In the present utility model, the quantity of the three-
本实用新型中,所述监控器11采用安装汇编语言Visual Basic 编写的监控软件程序的计算机。 In the utility model, described monitor 11 adopts the computer that installs the monitoring software program that assembler language Visual Basic writes.
本实用新型的有益效果在于:本实用新型提供的智能支座系统可对支座在使用中的受力状态(包括力、变形等)进行监控,便于准确获取支座的健康状况,改善了传统支座受力状态未知的缺陷,进一步避免了作为结构中重要节点的支座在使用或强震作用下发生突然破坏,有利于提高结构的安全性,实用价值和经济效益高,可广泛适用于建筑、桥梁等土木工程结构的日常使用释放温度变形以及抗震、抗风等设计需要。 The beneficial effect of the utility model is that: the intelligent bearing system provided by the utility model can monitor the stressed state (including force, deformation, etc.) The defect of the unknown stress state of the support further avoids the sudden damage of the support as an important node in the structure under the action of use or strong earthquake, which is conducive to improving the safety of the structure, has high practical value and economic benefit, and can be widely used in The daily use of civil engineering structures such as buildings and bridges releases temperature deformation and design requirements such as earthquake resistance and wind resistance.
附图说明 Description of drawings
图1为智能支座系统剖面图; Figure 1 is a sectional view of the intelligent support system;
图2为智能支座系统平面图; Figure 2 is a plan view of the intelligent support system;
图中标号:2.三向位移传感器;3.测力传感器;4. 上支座板;5.平面不锈钢板;6.平面滑板;7.球冠衬板;8.球面滑板;9.承载主体;10.数据采集仪;11.监控器。 Labels in the figure: 2. Three-way displacement sensor; 3. Load cell; 4. Upper support plate; 5. Plane stainless steel plate; 6. Plane slide plate; 7. Spherical crown lining plate; Main body; 10. Data acquisition instrument; 11. Monitor.
具体实施方式 Detailed ways
下面结合附图详细说明本实用新型的优选实施例。 Preferred embodiments of the present utility model will be described in detail below in conjunction with the accompanying drawings.
实施例1Example 1
请参阅图1,本实用新型揭示智能支座系统,所述智能支座系统包括:智能支座、数据采集仪10、监控器11组成。所述智能支座包括:由上支座板4、平面不锈钢板5、平面滑板6;球冠衬板7;球面滑板8、承载主体9等组成的球型钢支座以及三向位移传感器2、测力传感器3组成。承载主体9上部插入上支座板4下部开槽部位,承载主体9顶部开有圆形凹槽,球冠衬板7一面为平面,另一面为圆弧面,球冠衬板7的圆弧面通过球面滑板8位于承载主体9的凹槽内,球冠衬板7的平面部分开有凹槽,平面滑板6嵌于所述凹槽内,平面滑板6上方连接上支座板4开槽部位的顶部;承载主体9两侧与上支座板4凹槽内壁连接处设有三向位移传感器2,承载主体9与球面滑板8连接处设有测力传感器3;三向位移传感器2、测力传感器3通过连接件或焊接方式固定于球型钢支座承载主体9上;三向位移传感器2、测力传感器3通过有线方式与数据采集仪10连接,数据采集仪10通过有线连接与监控器11相连。
Please refer to FIG. 1 , the utility model discloses an intelligent support system, and the intelligent support system includes: an intelligent support, a data acquisition instrument 10 , and a monitor 11 . The intelligent support includes: a spherical steel support composed of an
这里本实用新型的描述和应用是说明性的,并非想将本实用新型的范围限制在上述实施例中。这里所披露的实施例的变形和改变是可能的,对于那些本领域的普通技术人员来说实施例的替换和等效的各种部件是公知的。本领域技术人员应该清楚的是,在不脱离本实用新型的精神或本质特征的情况下,本实用新型可以以其它形式、结构、布置、比例,以及用其它组件、材料和部件来实现。在不脱离本实用新型范围和精神的情况下,可以对这里所披露的实施例进行其它变形和改变。 The description and application of the present invention here are illustrative, and are not intended to limit the scope of the present invention to the above-mentioned embodiments. Variations and changes to the embodiments disclosed herein are possible, and substitutions and equivalents for various components of the embodiments are known to those of ordinary skill in the art. It should be clear to those skilled in the art that, without departing from the spirit or essential characteristics of the present invention, the present invention can be realized in other forms, structures, arrangements, proportions, and with other components, materials and parts. Other modifications and changes may be made to the embodiments disclosed herein without departing from the scope and spirit of the invention. the
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320060227 CN203129006U (en) | 2013-02-04 | 2013-02-04 | Intelligent support system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320060227 CN203129006U (en) | 2013-02-04 | 2013-02-04 | Intelligent support system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203129006U true CN203129006U (en) | 2013-08-14 |
Family
ID=48937001
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201320060227 Expired - Fee Related CN203129006U (en) | 2013-02-04 | 2013-02-04 | Intelligent support system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203129006U (en) |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103572696A (en) * | 2013-11-25 | 2014-02-12 | 柳州东方工程橡胶制品有限公司 | Novel intelligent isolation rubber support |
CN103850174A (en) * | 2014-02-17 | 2014-06-11 | 中交公路规划设计院有限公司 | Three-tower suspension bridge with seism-isolating foundations |
CN103993678A (en) * | 2014-05-28 | 2014-08-20 | 南京师范大学 | Composite shear plate damper |
CN104074132A (en) * | 2014-07-16 | 2014-10-01 | 衡水健达工程橡胶有限公司 | Tensile spherical support |
CN105755950A (en) * | 2015-12-31 | 2016-07-13 | 同济大学 | Intelligent optical-fiber inhaul-cable damping support system |
CN105890510A (en) * | 2016-05-10 | 2016-08-24 | 济南城建集团有限公司 | Real-time shift detection device for bridge support |
CN106192739A (en) * | 2016-08-30 | 2016-12-07 | 洛阳双瑞特种装备有限公司 | A kind of vertical force measurement type bridge pad and force measuring method thereof |
CN107841941A (en) * | 2017-11-24 | 2018-03-27 | 丰泽工程橡胶科技开发股份有限公司 | Distributed intelligence ball-type Dynamometric support |
CN108035442A (en) * | 2018-01-25 | 2018-05-15 | 上海路博减振科技股份有限公司 | A kind of two-way Self-resetting friction pendulum support of intelligence |
CN111794088A (en) * | 2020-07-03 | 2020-10-20 | 中铁大桥局集团有限公司 | An intelligent friction pendulum isolation bearing |
WO2021103545A1 (en) * | 2019-11-29 | 2021-06-03 | 南京毛勒工程材料有限公司 | Device for measuring displacement in y-y direction of spherical bearing |
CN115094747A (en) * | 2022-06-30 | 2022-09-23 | 国网甘肃省电力公司建设分公司 | A swinging self-resetting bearing connection device |
RU215974U1 (en) * | 2022-10-28 | 2023-01-11 | Акционерное общество "Дороги и Мосты" | BALL SEGMENT |
CN119877766A (en) * | 2025-03-27 | 2025-04-25 | 北京城建集团有限责任公司 | Self-adaptive temperature-adjusting steel structure roof truss system |
-
2013
- 2013-02-04 CN CN 201320060227 patent/CN203129006U/en not_active Expired - Fee Related
Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103572696A (en) * | 2013-11-25 | 2014-02-12 | 柳州东方工程橡胶制品有限公司 | Novel intelligent isolation rubber support |
CN103850174A (en) * | 2014-02-17 | 2014-06-11 | 中交公路规划设计院有限公司 | Three-tower suspension bridge with seism-isolating foundations |
CN103850174B (en) * | 2014-02-17 | 2015-10-14 | 中交公路规划设计院有限公司 | A kind of three-tower suspension bridge that shock insulating foundation is set |
CN103993678A (en) * | 2014-05-28 | 2014-08-20 | 南京师范大学 | Composite shear plate damper |
CN104074132A (en) * | 2014-07-16 | 2014-10-01 | 衡水健达工程橡胶有限公司 | Tensile spherical support |
CN104074132B (en) * | 2014-07-16 | 2016-06-22 | 衡水健达工程橡胶有限公司 | A kind of Anti-pull ball shape support base |
CN105755950B (en) * | 2015-12-31 | 2017-04-05 | 同济大学 | Intelligent optical fiber inhaul cable damping support saddle system |
CN105755950A (en) * | 2015-12-31 | 2016-07-13 | 同济大学 | Intelligent optical-fiber inhaul-cable damping support system |
CN105890510A (en) * | 2016-05-10 | 2016-08-24 | 济南城建集团有限公司 | Real-time shift detection device for bridge support |
CN106192739A (en) * | 2016-08-30 | 2016-12-07 | 洛阳双瑞特种装备有限公司 | A kind of vertical force measurement type bridge pad and force measuring method thereof |
CN106192739B (en) * | 2016-08-30 | 2018-07-06 | 洛阳双瑞特种装备有限公司 | A kind of vertical force measurement type bridge pad and its force measuring method |
CN107841941A (en) * | 2017-11-24 | 2018-03-27 | 丰泽工程橡胶科技开发股份有限公司 | Distributed intelligence ball-type Dynamometric support |
CN108035442A (en) * | 2018-01-25 | 2018-05-15 | 上海路博减振科技股份有限公司 | A kind of two-way Self-resetting friction pendulum support of intelligence |
WO2021103545A1 (en) * | 2019-11-29 | 2021-06-03 | 南京毛勒工程材料有限公司 | Device for measuring displacement in y-y direction of spherical bearing |
CN111794088A (en) * | 2020-07-03 | 2020-10-20 | 中铁大桥局集团有限公司 | An intelligent friction pendulum isolation bearing |
CN115094747A (en) * | 2022-06-30 | 2022-09-23 | 国网甘肃省电力公司建设分公司 | A swinging self-resetting bearing connection device |
RU215974U1 (en) * | 2022-10-28 | 2023-01-11 | Акционерное общество "Дороги и Мосты" | BALL SEGMENT |
CN119877766A (en) * | 2025-03-27 | 2025-04-25 | 北京城建集团有限责任公司 | Self-adaptive temperature-adjusting steel structure roof truss system |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203129006U (en) | Intelligent support system | |
Belleri et al. | Damage assessment through structural identification of a three‐story large‐scale precast concrete structure | |
CN202110061U (en) | A multifunctional quasi-static test device | |
CN110348110B (en) | A method for self-adaptive identification of the stiffness of bolted parts | |
CN101498625A (en) | Component pressing and twisting experimental device and method thereof | |
CN101408474A (en) | Novel test device applicable to space frame beam column node | |
CN107782606A (en) | A kind of experimental rig and its application method of the local buckling behavior of double steel plate combined concrete shear wall steel plate | |
CN106205354B (en) | Teaching experiment device and experiment method for verifying action of zero rod in truss instability process | |
CN203811306U (en) | Concrete strain gauge assembly device | |
CN102839750A (en) | Soft steel-rolling seismic isolation bearing | |
CN205049423U (en) | Four -point bending test device of full -scale evaluation of tubular product | |
CN104132854B (en) | Member pure-torsion experimental device and member pure-torsion experimental method | |
CN201724651U (en) | Shape memory alloy large deformation displacement sensor | |
CN106404323B (en) | Lamination shear model soil case is applied to when underground structure vibration bench test soil body horizontal to big displacement test method and device | |
CN108277738B (en) | An intelligent lead rubber bearing | |
CN104344997A (en) | Passive type restraint loading device for triaxial test | |
CN206594936U (en) | A kind of experiment device for teaching of effect of zero bar of checking in truss Instability | |
CN203514181U (en) | Central pulling rod type fixing pulling and pressing spherical support | |
CN202502009U (en) | Displacement and force dual control column compression bending performance self-balancing test device | |
CN205981598U (en) | Soil body level is to big displacement testing device | |
CN206345617U (en) | Building tower crane attachment device is received in a kind of | |
Lu et al. | Seismic performance analysis of semi-rigid steel frame based on panel zone mechanical characteristics of the joint experiment study | |
CN204495322U (en) | Asphalt creep test radial strain real-time test device | |
CN205981524U (en) | Be used for civil engineering prestressing force shearing force detection device | |
CN206248248U (en) | A kind of pipeline support load-measuring device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130814 Termination date: 20160204 |
|
CF01 | Termination of patent right due to non-payment of annual fee |