CN203129006U - Intelligent support system - Google Patents
Intelligent support system Download PDFInfo
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- 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
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Abstract
The utility model relates to an intelligent support system. The intelligent support system is formed by a support with intelligent sensing materials embedded, a data acquisition instrument and a monitor. The support with the intelligent sensing materials embedded is formed by three-direction displacement sensors, a force sensor, an upper support plate, a plane stainless steel plate, a plane sliding plate, a spherical crown lining plate, a spherical sliding plate and a bearing body. The upper portion of the bearing body is inserted into the slotting portion of the lower portion of the upper support plate, the arc surface of the spherical crown lining plate is located in the groove of the bearing body through the spherical sliding plate, the plane sliding plate is embedded in the groove of the spherical crown lining plate, and the upper portion of the plane sliding plate is connected with the top portion of the slotting portion of the upper support plate. The three-direction displacement sensors are arranged on the connection portion of two sides of the bearing body and the inner wall of the groove of the upper support plate, and the force sensor is arranged on the connection portion of the bearing body and the spherical sliding plate. The three-direction displacement sensors and the force sensor are respectively connected with the data acquisition instrument, and the data acquisition instrument is connected with the monitor. The intelligent support system can be widely applied to seismic resistance, wind resistance and other daily used design needs by releasing temperature deformation of the civil engineering structures of building and bridges and the like.
Description
Technical field
The utility model belongs to civil engineering antidetonation and structural vibration control technical fields such as building, bridge, relates to a kind of intelligent support system.
Background technology
Bearing be building structure with bridge construction in be used for being connected the important node parts of superstructure and substructure, must have enough supporting capacitys, transmit end reaction safely and reliably with assurance, comprise vertical pressure, pulling force and horizontal shear; The constraint that must be out of shape displacement and the corner of superstructure is as much as possible little, and to adapt to the needs that superstructure is freely stretched and rotated, bearing also should be convenient to installation, maintenance and maintenance simultaneously.
China is earthquake country more than, and seismic region distributes wide and disperses, and earthquake is frequent and strong.From 1900 so far, earthquake magnitude is equal to or greater than 8 grades shake doughtily and has taken place 12 times more than, wherein betides densely populated part person, and damage is heavy, as the Tangshan Earthquake on July 28th, 1976, and the Wenchuan violent earthquake on May 12nd, 2008.The investigation of actual earthquake shows: it is one of modal mode of failure that causes building structure or bridge construction superstructure destruction that the node bearing destroys.Under geological process, the earthquake of support node mainly shows as the bearing run-off the straight, cuts off; Anchor bolt is extracted; Sliding support comes off and the constructional destruction of bearing itself.Simultaneously, in building, the isostructural daily use of bridge, the structural deterioration, the collapse accident that cause because of the quality problems of bearing own also happen occasionally, and for example failing to meet design requirement because of the turning power of bearing own causes superstructure to take place to destroy under the thermal stresses effect collapsing.
In case lost efficacy, will cause that the transfer mode of power changes in the structure as the bearing of important node in the structure, thereby other position anti-seismic performance of structure is produced adverse influence, further heavy structure destroys or earthquake.All be to adopt the method that detects one by one after the dismounting to the assessment of bearing safety, this is a not only method of consuming time but also effort for major works in the past, is difficult in time know the degree of impairment of bearing after accident.
The utility model content
Technical problem to be solved in the utility model is: a kind of intelligent support system that can monitor bearing health status in real time is provided.
For solving the problems of the technologies described above, the utility model adopts following technical scheme:
A kind of intelligent support system is made up of the bearing, data collecting instrument 10 and the watch-dog 11 that embed the intelligent sensing material; The bearing of described embedding intelligent sensing material is by three direction displacement sensor 2, load cell 3, upper bracket plate 4, plane stainless steel plate 5, plane slide plate 6, spherical crown liner plate 7, sphere slide plate 8 and carrying main body 9 are formed, fluting position, upper bracket plate 4 bottoms is inserted on carrying main body 9 tops, carrying main body 9 tops have circular groove, spherical crown liner plate 7 one sides are the plane, another side is arc surface, the arc surface of spherical crown liner plate 7 is positioned at the groove of carrying main body 9 by sphere slide plate 8, the planar section of spherical crown liner plate 7 has groove, plane slide plate 6 is embedded in the described groove, and slide plate 6 tops in plane connect the top at upper bracket plate 4 fluting positions; Carrying main body 9 both sides and upper bracket plate 4 groove inwall junctions are provided with three direction displacement sensor 2, and carrying main body 9 is provided with load cell 3 with sphere slide plate 8 junctions; Described three direction displacement sensor 2 is connected data collecting instrument 10 respectively with load cell 3, and the output of data collecting instrument 10 connects watch-dog 11.
In the utility model, the quantity of described three direction displacement sensor 2 is 2.
In the utility model, the computer of the monitoring software program that described watch-dog 11 employing installation assembler language Visual Basic write.
The beneficial effects of the utility model are: the intelligent support system that the utility model provides can (comprise power to bearing stress in use, distortion etc.) monitor, be convenient to accurately obtain the health status of bearing, improved the defective of traditional bearing stress the unknown, further avoided under use or severe earthquake action, taking place to destroy suddenly as the bearing of important node in the structure, be conducive to improve the safety of structure, practical value and economic benefit height can be widely used in building, daily use release temperature distortion and the antidetonation of civil engineering structures such as bridge, design such as wind resistance needs.
Description of drawings
Fig. 1 is intelligent support system sectional drawing;
Fig. 2 is intelligent support system plan view;
Number in the figure: 2. three direction displacement sensor; 3. load cell; 4. upper bracket plate; 5. plane stainless steel plate; 6. plane slide plate; 7. spherical crown liner plate; 8. sphere slide plate; 9. carrying main body; 10. data collecting instrument; 11. watch-dog.
The specific embodiment
Describe preferred embodiment of the present utility model in detail below in conjunction with accompanying drawing.
Embodiment 1
See also Fig. 1, the utility model discloses intelligent support system, and described intelligent support system comprises: intelligent bearing, data collecting instrument 10, watch-dog 11 are formed.Described intelligent bearing comprises: by upper bracket plate 4, plane stainless steel plate 5, plane slide plate 6; Spherical crown liner plate 7; The ball shaped steel bearing that sphere slide plate 8, carrying main body 9 etc. are formed and three direction displacement sensor 2, load cell 3 are formed.Fluting position, upper bracket plate 4 bottoms is inserted on carrying main body 9 tops, carrying main body 9 tops have circular groove, spherical crown liner plate 7 one sides are the plane, another side is arc surface, the arc surface of spherical crown liner plate 7 is positioned at the groove of carrying main body 9 by sphere slide plate 8, the planar section of spherical crown liner plate 7 has groove, and plane slide plate 6 is embedded in the described groove, and slide plate 6 tops in plane connect the top at upper bracket plate 4 fluting positions; Carrying main body 9 both sides and upper bracket plate 4 groove inwall junctions are provided with three direction displacement sensor 2, and carrying main body 9 is provided with load cell 3 with sphere slide plate 8 junctions; Three direction displacement sensor 2, load cell 3 are fixed on the ball shaped steel bearing carrying main body 9 by connector or welding manner; Three direction displacement sensor 2, load cell 3 are connected with data collecting instrument 10 by wired mode, and data collecting instrument 10 links to each other with watch-dog 11 by wired connection.
Here description of the present utility model and application is illustrative, is not to want with scope restriction of the present utility model in the above-described embodiments.Here the distortion of disclosed embodiment and change is possible, and the various parts of the replacement of embodiment and equivalence are known for those those of ordinary skill in the art.Those skilled in the art are noted that under the situation that does not break away from spirit of the present utility model or substantive characteristics, and the utility model can be with other form, structure, layout, ratio, and realize with other assembly, material and parts.Under the situation that does not break away from the utility model scope and spirit, can carry out other distortion and change to disclosed embodiment here.
Claims (2)
1. an intelligent support system is characterized in that: be made up of the bearing, data collecting instrument (10) and the watch-dog (11) that embed the intelligent sensing material; The bearing of described embedding intelligent sensing material is by three direction displacement sensor (2), load cell (3), upper bracket plate (4), plane stainless steel plate (5), plane slide plate (6), spherical crown liner plate (7), sphere slide plate (8) and carrying main body (9) are formed, fluting position, upper bracket plate (4) bottom is inserted on carrying main body (9) top, carrying main body (9) top has circular groove, spherical crown liner plate (7) one side is the plane, another side is arc surface, the arc surface of spherical crown liner plate (7) is positioned at the groove of carrying main body (9) by sphere slide plate (8), the planar section of spherical crown liner plate (7) has groove, plane slide plate (6) is embedded in the described groove, and plane slide plate (6) top connects the top at upper bracket plate (4) fluting position; Carrying main body (9) both sides and upper bracket plate (4) groove inwall junction are provided with three direction displacement sensor (2), and carrying main body (9) is provided with load cell (3) with sphere slide plate (8) junction; Described three direction displacement sensor (2) is connected data collecting instrument (10) respectively with load cell (3), and the output of data collecting instrument (10) connects watch-dog (11).
2. intelligent support system according to claim 1, it is characterized in that: the quantity of described three direction displacement sensor (2) is 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 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320060227 Expired - Fee Related CN203129006U (en) | 2013-02-04 | 2013-02-04 | Intelligent support system |
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Cited By (12)
| 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 | Intelligence 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 |
| RU215974U1 (en) * | 2022-10-28 | 2023-01-11 | Акционерное общество "Дороги и Мосты" | BALL SEGMENT |
-
2013
- 2013-02-04 CN CN 201320060227 patent/CN203129006U/en not_active Expired - Fee Related
Cited By (16)
| 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 | Intelligence friction pendulum isolation bearing |
| RU215974U1 (en) * | 2022-10-28 | 2023-01-11 | Акционерное общество "Дороги и Мосты" | BALL SEGMENT |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130814 Termination date: 20160204 |