CN105064526A - Tuned liquid damper with earthquake pre-warning and intensity measuring functions - Google Patents
Tuned liquid damper with earthquake pre-warning and intensity measuring functions Download PDFInfo
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- CN105064526A CN105064526A CN201510483324.XA CN201510483324A CN105064526A CN 105064526 A CN105064526 A CN 105064526A CN 201510483324 A CN201510483324 A CN 201510483324A CN 105064526 A CN105064526 A CN 105064526A
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- tuned
- damper
- tld
- liquid damper
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Abstract
The invention discloses a tuned liquid damper with earthquake pre-warning and intensity measuring functions. The tuned liquid damper comprises a tuned liquid damper body, an intensity marking pipe and a pre-warning circuit, normal saline is held in the tuned liquid damper body, the water level of the normal saline in the tuned liquid damper body is a normal water level, a pre-warning water level position needing pre-warning is arranged above the tuned liquid damper body, the pre-warning circuit is a non-closed circuit, a pre-warning water level position is arranged at a broken position of the pre-warning circuit, a pre-warning device is arranged in the pre-warning circuit; the intensity marking pipe is communicated with the lower portion of the tuned liquid damper body, a PH test paper color change film is upwards pasted from the pre-warning water level position at the upper end of the intensity marking pipe, and scales are marked simultaneously. The pre-warning circuit is added on a common tuned liquid damper, so that the tuned liquid damper has damping effect and further has the earthquake pre-warning and intensity measuring functions.
Description
Technical field
The present invention relates to field of shock absorption, specifically a kind of tuned liquid damper, TLD, tuned sloshing damper with earthquake alarm and earthquake intensity measurement function.
Background technology
Tuned liquid damper, TLD, tuned sloshing damper (TunedLiquidDamper, be called for short TLD) be a kind of passive dissipative damping device, the dynamic side force that Tuned Liquid utilizes the liquid in fixing water tank to produce in the process of rocking is to provide damping effect, it has simple structure, install easily, automatic activation performance is good, do not need the advantages such as starting drive, water tank can be doubled as use, the anti-seismic performance in house can be improved by installing simple and easy tuned liquid damper, TLD, tuned sloshing damper, " ShinYokohamaPrince hotel " as Dalian GuoMao Building and Japanese Yokohama all installs TLD at top, and tuned liquid damper, TLD, tuned sloshing damper only has damping effect at present, if when there is the larger situation of vibration as earthquake, can not vibration damping completely, and cannot in time Vibration Condition be sent, for the exact level of oscillation intensity, also cannot embody.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of tuned liquid damper, TLD, tuned sloshing damper with earthquake alarm and earthquake intensity measurement function, except having damping effect, also has earthquake pre-warning and earthquake intensity measurement function concurrently.
In order to solve the problems of the technologies described above, the technical solution used in the present invention is:
A kind of tuned liquid damper, TLD, tuned sloshing damper with earthquake alarm and earthquake intensity measurement function, comprise tuned liquid damper, TLD, tuned sloshing damper body, earthquake intensity mark pipe and early warning circuit, physiological saline is held in tuned liquid damper, TLD, tuned sloshing damper body, physiological saline is ordinary water level at the water level of tuned liquid damper, TLD, tuned sloshing damper body, the early warning water level position needing early warning is set above tuned liquid damper, TLD, tuned sloshing damper body, early warning circuit is non-closed circuit, the gap of early warning circuit is arranged on early warning water level position, arranges prior-warning device in early warning circuit; Earthquake intensity mark pipe is communicated with tuned liquid damper, TLD, tuned sloshing damper body lower part, and earthquake intensity mark pipe upper end early warning water level position starts to paste PH test paper variable color mould upward, identifies scale simultaneously.
Preferably, described prior-warning device is buzzer or audible-visual annunciator.
Further, the gap of early warning circuit be arranged in tuned liquid damper, TLD, tuned sloshing damper body or tuned liquid damper, TLD, tuned sloshing damper this is external, when the gap of early warning circuit be arranged on tuned liquid damper, TLD, tuned sloshing damper this external time, outside tuned liquid damper, TLD, tuned sloshing damper body, be provided with linker, the gap of early warning circuit is placed in linker.
Preferably, when the gap of early warning circuit be arranged on tuned liquid damper, TLD, tuned sloshing damper this external time, at linker and tuned liquid damper, TLD, tuned sloshing damper body junction, molecular filtration membrane is set, the in-built physiological saline of linker, the in-built water of tuned liquid damper, TLD, tuned sloshing damper body, the in-built physiological saline of earthquake intensity mark pipe, isolates the physiological saline that intrinsic for tuned liquid damper, TLD, tuned sloshing damper water and linker and earthquake intensity identify in pipe, can call to other places.
The invention has the beneficial effects as follows:
The present invention is simple, obvious in earthquake warning effect at night, effectively can reduce casualties, have very strong practicality.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the present invention is further detailed explanation.
Fig. 1 is structural representation of the present invention.
Fig. 2 is another embodiment of the present invention structural representation.
In figure: 1, tuned liquid damper, TLD, tuned sloshing damper body, 2, physiological saline, 3, the gap of early warning circuit, 4, prior-warning device, 5, early warning water level, 6, ordinary water level, 7, linker, 8, molecular filtration membrane, 9, earthquake intensity mark pipe, 10, PH test paper variable color mould.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiments of the invention are described in detail, but the multitude of different ways that the present invention can be defined by the claims and cover is implemented.
As shown in Figure 1, the present invention discloses a kind of tuned liquid damper, TLD, tuned sloshing damper with earthquake alarm function, comprise tuned liquid damper, TLD, tuned sloshing damper body 1 and early warning circuit, physiological saline 2 is held in tuned liquid damper, TLD, tuned sloshing damper body 1, physiological saline 2 is ordinary water level 6 at the water level of tuned liquid damper, TLD, tuned sloshing damper body 1, early warning water level 5 position needing early warning is set above tuned liquid damper, TLD, tuned sloshing damper body 1, early warning circuit is non-closed circuit, the gap 3 of early warning circuit is arranged on early warning water level 5 position, arrange prior-warning device 4 in early warning circuit, prior-warning device 4 is buzzer or audible-visual annunciator.
Earthquake intensity mark pipe 9 is communicated with tuned liquid damper, TLD, tuned sloshing damper body 1 bottom, form the U-tube be communicated with, physiological saline 2 in tuned liquid damper, TLD, tuned sloshing damper body 1 enters in earthquake intensity mark pipe 9, and earthquake intensity mark pipe 9 upper end early warning water level 5 position starts to paste PH test paper variable color mould 10 upward, identifies scale simultaneously.
Earthquake intensity (seismicintensity) represents the degree of strength that earthquake affects earth's surface and engineering works.(or being interpreted as the degree of earthquake effect and destruction).When there is no instrument record, with the sensation of people during earthquake or the degree of implements reaction after the earthquake, the changing condition on the damage of engineering works or destructiveness, earth's surface and fixed a kind of macro-scale.If give the vibrations degree that tuned liquid damper, TLD, tuned sloshing damper body 1 is different, the amplitude that tuned liquid damper, TLD, tuned sloshing damper body 1 swings height of liquid level that the is different and rising of earthquake intensity mark pipe 9 water level is different.According to each water level peak of PH test paper metachromatic principle record, when different water levels can represent earthquake, the ground in a certain area and all kinds of building are subjected to the degree of strength of one earthquake impact.More refinement, embody this earthquake intensity size more objectively.
According to size and the installation site of tuned liquid damper, TLD, tuned sloshing damper body 1, the position of the gap 3 of early warning circuit is arranged in tuned liquid damper, TLD, tuned sloshing damper body 1 or outside tuned liquid damper, TLD, tuned sloshing damper body 1, as shown in Figure 2, when the gap 3 of early warning circuit be arranged on tuned liquid damper, TLD, tuned sloshing damper body 1 outer time, linker 7 is provided with outside tuned liquid damper, TLD, tuned sloshing damper body 1, at linker 7 and tuned liquid damper, TLD, tuned sloshing damper body 1 junction, molecular filtration membrane 8 is set, the in-built physiological saline 2 of linker 7, the in-built water of tuned liquid damper, TLD, tuned sloshing damper body 1, the in-built physiological saline 2 of earthquake intensity mark pipe 9, now, water in tuned liquid damper, TLD, tuned sloshing damper body 1 can call to other local, the gap 3 of early warning circuit is placed in linker 7.
The present invention is on the basis of common tuned liquid damper, TLD, tuned sloshing damper, creationary increase early warning circuit, calculate early warning water level according to earthquake intensity in advance, the gap 3 of early warning circuit has been arranged on early warning water level, when earthquake intensity reaches early warning intensity, physiological saline 2 of the present invention arrives early warning water level, connect early warning circuit, and then prior-warning device is energized, reach early warning effect, obvious in earthquake warning effect at night, there is practicality; The invention in conjunction with PH test paper, realize the simple measuring object to earthquake intensity.
Above-described embodiment of the present invention, does not form limiting the scope of the present invention.Any amendment done within the spirit and principles in the present invention, equivalent replacement and improvement etc., all should be included within claims of the present invention.
Claims (4)
1. one kind has the tuned liquid damper, TLD, tuned sloshing damper of earthquake alarm and earthquake intensity measurement function, it is characterized in that, comprise tuned liquid damper, TLD, tuned sloshing damper body, earthquake intensity mark pipe and early warning circuit, physiological saline is held in tuned liquid damper, TLD, tuned sloshing damper body, physiological saline is ordinary water level at the water level of tuned liquid damper, TLD, tuned sloshing damper body, the early warning water level position needing early warning is set above tuned liquid damper, TLD, tuned sloshing damper body, early warning circuit is non-closed circuit, the gap of early warning circuit is arranged on early warning water level position, arranges prior-warning device in early warning circuit; Earthquake intensity mark pipe is communicated with tuned liquid damper, TLD, tuned sloshing damper body lower part, and earthquake intensity mark pipe upper end early warning water level position starts to paste PH test paper variable color mould upward, identifies scale simultaneously.
2. a kind of tuned liquid damper, TLD, tuned sloshing damper with earthquake alarm and earthquake intensity measurement function according to claim 1, it is characterized in that, described prior-warning device is buzzer or audible-visual annunciator.
3. a kind of tuned liquid damper, TLD, tuned sloshing damper with earthquake alarm and earthquake intensity measurement function according to claim 1, it is characterized in that, the gap of early warning circuit be arranged in tuned liquid damper, TLD, tuned sloshing damper body or tuned liquid damper, TLD, tuned sloshing damper this is external, when the gap of early warning circuit be arranged on tuned liquid damper, TLD, tuned sloshing damper this external time, outside tuned liquid damper, TLD, tuned sloshing damper body, be provided with linker, the gap of early warning circuit is placed in linker.
4. a kind of tuned liquid damper, TLD, tuned sloshing damper with earthquake alarm and earthquake intensity measurement function according to claim 3, it is characterized in that, when the gap of early warning circuit be arranged on tuned liquid damper, TLD, tuned sloshing damper this external time, at linker and tuned liquid damper, TLD, tuned sloshing damper body junction, molecular filtration membrane is set, the in-built physiological saline of linker, the in-built water of tuned liquid damper, TLD, tuned sloshing damper body, the in-built physiological saline of earthquake intensity mark pipe.
Priority Applications (1)
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CN201510483324.XA CN105064526B (en) | 2015-08-07 | 2015-08-07 | A kind of tuned liquid damper, TLD, tuned sloshing damper with earthquake alarm and earthquake intensity measurement function |
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CN201510483324.XA CN105064526B (en) | 2015-08-07 | 2015-08-07 | A kind of tuned liquid damper, TLD, tuned sloshing damper with earthquake alarm and earthquake intensity measurement function |
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CN105064526B CN105064526B (en) | 2018-01-12 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117953652A (en) * | 2024-03-25 | 2024-04-30 | 山东省地震局 | Earthquake early warning equipment based on well water level change |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5560161A (en) * | 1994-07-15 | 1996-10-01 | Lou; Jack Y. K. | Actively tuned liquid damper |
JPH11350789A (en) * | 1998-06-10 | 1999-12-21 | Ohbayashi Corp | Tuning liquid damper |
CN201570105U (en) * | 2009-11-03 | 2010-09-01 | 王苏林 | Civilian seismic alarm device through liquid fluctuation sensing |
CN202544159U (en) * | 2011-12-30 | 2012-11-21 | 中国江苏国际经济技术合作公司 | Comprehensive control device for wind-induced vibration of high-rise structure |
CN103541458A (en) * | 2013-11-08 | 2014-01-29 | 同济大学 | Novel TLD (Tuned Liquid Damper) |
CN103669631A (en) * | 2013-09-10 | 2014-03-26 | 杭州健而控科技有限公司 | Novel tuning gas-liquid column damper with damping and frequency dual regulation function and structural vibration control system |
CN203654504U (en) * | 2013-10-22 | 2014-06-18 | 同济大学建筑设计研究院(集团)有限公司 | VD-MTLCD (Vertical-Distribution Multiple Tuned Liquid Column Damper) wind vibration control system of super high-rise building |
JP2014198596A (en) * | 2013-03-30 | 2014-10-23 | 株式会社石井鐵工所 | Vibration control device of flat bottom cylindrical tank |
-
2015
- 2015-08-07 CN CN201510483324.XA patent/CN105064526B/en not_active Expired - Fee Related
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5560161A (en) * | 1994-07-15 | 1996-10-01 | Lou; Jack Y. K. | Actively tuned liquid damper |
JPH11350789A (en) * | 1998-06-10 | 1999-12-21 | Ohbayashi Corp | Tuning liquid damper |
CN201570105U (en) * | 2009-11-03 | 2010-09-01 | 王苏林 | Civilian seismic alarm device through liquid fluctuation sensing |
CN202544159U (en) * | 2011-12-30 | 2012-11-21 | 中国江苏国际经济技术合作公司 | Comprehensive control device for wind-induced vibration of high-rise structure |
JP2014198596A (en) * | 2013-03-30 | 2014-10-23 | 株式会社石井鐵工所 | Vibration control device of flat bottom cylindrical tank |
CN103669631A (en) * | 2013-09-10 | 2014-03-26 | 杭州健而控科技有限公司 | Novel tuning gas-liquid column damper with damping and frequency dual regulation function and structural vibration control system |
CN203654504U (en) * | 2013-10-22 | 2014-06-18 | 同济大学建筑设计研究院(集团)有限公司 | VD-MTLCD (Vertical-Distribution Multiple Tuned Liquid Column Damper) wind vibration control system of super high-rise building |
CN103541458A (en) * | 2013-11-08 | 2014-01-29 | 同济大学 | Novel TLD (Tuned Liquid Damper) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117953652A (en) * | 2024-03-25 | 2024-04-30 | 山东省地震局 | Earthquake early warning equipment based on well water level change |
CN117953652B (en) * | 2024-03-25 | 2024-06-11 | 山东省地震局 | Earthquake early warning equipment based on well water level change |
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CN105064526B (en) | 2018-01-12 |
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Granted publication date: 20180112 Termination date: 20190807 |