WO2022035398A1 - A valuation system embedded in concrete, monitoring, calculating, recording and transmitting the traumatic history of buildings - Google Patents
A valuation system embedded in concrete, monitoring, calculating, recording and transmitting the traumatic history of buildings Download PDFInfo
- Publication number
- WO2022035398A1 WO2022035398A1 PCT/TR2021/050661 TR2021050661W WO2022035398A1 WO 2022035398 A1 WO2022035398 A1 WO 2022035398A1 TR 2021050661 W TR2021050661 W TR 2021050661W WO 2022035398 A1 WO2022035398 A1 WO 2022035398A1
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- WIPO (PCT)
- Prior art keywords
- concrete
- sensor
- data
- building
- humidity
- Prior art date
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Classifications
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- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B21/00—Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
- G08B21/18—Status alarms
- G08B21/20—Status alarms responsive to moisture
Definitions
- the invention relates to a valuation system that detects earthquake, flood, fire and similar traumatic histones of concrete structures with its sensors and transforms it into an understandable, measurable and comparable numerical value within a certain systematic.
- Embedded wireless sensors are discussed in the US patent document numbered US20170284996A1 encountered in the literature search.
- the main idea of the system in the document is to monitor the quality of concrete from preparation to pouring and beyond. The process can even be monitored from cement trucks.
- the sensors are embedded in concrete within the protective housing and are battery powered. In case the construction company does not like the concrete quality, a number of advantages are mentioned, up to the rejection of the concrete before casting.
- the Chinese patent document CN103541552A encountered in the literature search, monitors the cracks in the concrete after casting and the concrete temperature via mobile phone.
- the Japanese patent document JP2002202184A encountered in the literature search, aims to quickly detect the collective control of many concrete structures and the damages that occur in these structures, regardless of the human factor. Cracks in concrete structures are detected by vibration sensors embedded in the structures and transmitted to a control center for analysis, either wired or wirelessly. In this way, the condition of concrete structures is collectively controlled.
- a system created to monitor the health of concrete structures is discussed. This system consists of sensor subsystem, data processing subsystem, communication system and surveillance center.
- the sensor subsystem consists of parts such as a piezoelectric smart aggregate used to observe the aggregation structure of the crack, a piezoelectric force transducer used to obtain the impact load of the structure, and an acceleration transducer used for structural vibration information.
- the data acquisition subsystem consists of data acquisition card and load amplifier, powering the piezoelectric ceramic, etc. It consists of an auxiliary device that does the job. Communication system is provided with TCP/IP protocol via cable.
- the surveillance center is composed of software that includes active monitoring, passive monitoring and acceleration monitoring modules.
- the invention is a building valuation system, in which the known state of the art is overcome, its disadvantages are eliminated and it has additional features.
- the aim of the invention is to present a valuation system to inform ordinary users about the quality, capacity and temporal evolution of carrier elements through a set of universally understandable indicators.
- Another aim of the invention is to introduce a valuation system that measures slope, acceleration, humidity, corrosion and fire data, which is placed in columns and various parts of the building, and obtains a value index by processing the measurement data in a server environment.
- This memory value will be used as an indicator value when buying, selling or renting buildings, so it will be possible to compare buildings with each other, e) It prevents the consumer from being misled or defrauded, f) Consumers will be able to request information from building carrier systems and read an understandable data with mobile devices now available in every consumer. This value can be viewed as a kind of building mileage indicator, g) No superficial improvement, fagade make-up aimed at deceiving the consumer will erase the trauma memory of the building, h) It will be a decisive factor in the purchase, sale or rental of buildings, i) Sensors embedded in concrete are coded based on their location.
- the information to be received is matched with the location, j) It will be possible to direct the information about the latest status of the buildings after the traumas to a relevant institution with a cloud communication, for example, to the Users of Environment and Urbanization of the countries, and to intervene in the monitoring and control of each building by the state and, if necessary, for life safety. k) Again, consumers will have the chance to weigh their desired residences without leaving their homes within a similar cloud system.
- the present invention is a valuation system that detects earthquake, flood, fire and similar traumatic histories of concrete structures with its sensors and transforms it into an understandable, measurable and comparable numerical value within a certain systematic and its feature; It contains at least one accelerometer embedded in the concrete that performs acceleration measurement in three directions in case of earthquake, shaking and all kinds of vibrations located on the building columns, includes at least one moisture sensor embedded in the concrete that measures humidity to be positioned in any part of the building, and measures whether the building has a fire history or not.
- it contains at least one fire sensor, it contains at least one tilt sensor embedded in the concrete that measures the slope value of the columns and the corrosion value over the resistance of the column bars, a data in which data from the tilt sensor, fire sensor, humidity sensor and accelerometer are stored. It is characterized by that it contains a data transmission unit that provides the transmission of data in the data collection unit to the server.
- Figure - 1 The subject of the invention is the view for the valuation system.
- the description describes a valuation system that detects earthquake, flood, fire and similar traumatic histones of concrete structures with its sensors and transforms it into an understandable, measurable and comparable numerical value within a certain systematic.
- FIG. 1 The representative view of the building (1 ) where the valuation system of the invention is applied is given in Figure 1. Accordingly, in the columns, beams and similar sections of the building (1 ), there are many humidity sensors (11 ), accelerometer (12), fire sensor (13) and tilt sensor (14) embedded in the concrete, each sensor records its related data, collects it and transmits it to the data collection unit (10).
- the data collection unit (10) transfers the collected data to a server (20) with a data transmission unit (15), and the server (20) processes these transferred data.
- the system is a completely passive platform.
- the interrogating mobile device sends the energy needed by the concrete embedded system. Measurements recorded with the sent energy are routed back to the mobile device at an appropriate fraction of the frequency to which the energy was sent.
- This method is similar to the backscattering technique in RFID devices. It is a mobile version only.
- this passive device is passive in the transmission of data, it is divided into two in itself.
- the data collection system is also passive. That is, the measurement is made and recorded only at the time of inquiry. When the query is finished, both measurement and recording are terminated.
- the measurements are active and they are equipped with a battery that is considered to be sufficient for its lifetime.
- the device is always kept in deep sleep, except for events that exceed the threshold value.
- Active devices have either battery or permanent supply or alternative energy acquisition methods.
- the buildings where these devices are embedded transmit data 24 hours a day or event-based, if requested.
- Battery- powered devices can be put into deep sleep, if desired, and event-based data processing can be provided.
- the humidity sensors (11 ) which are planned to be located especially on the ground, roof and intermediate floors of the building, are multi-use and increase the humidity counter by one degree each time the determined threshold value is exceeded. Another counter keeps the stopwatch on as long as it exceeds the threshold value of the humidity sensor. In other words, how many times and how long the humidity stays high inside the building is shared with the consumer.
- the accelerometers (12) in the columns measure the column accelerations in earthquakes and similar tremors.
- the accelerometers (12) are placed in a metallic or composite shell to withstand the load on it.
- This strong shell contains the sensor and the card, the shell form does not matter. It can be of any form, for example, a sphere.
- a disposable fire sensor (13) has been developed.
- This fire sensor (13) is very economical and has a structure that is irreversible with heat.
- the fire sensor to be embedded in concrete is housed in a protective shell to withstand the concrete pressure. There are two contact points in this protective shell. This electrical structure, which is prevented from pressing and contacting each other with the wax solidified between them, is used as a fire sensor (13).
- the fire sensor (13) of a building that has suffered a fire only works once and for the last time, recording the fire history.
- Inclination (or steepness) sensors (14) suitable for plumbing will be placed on the columns of the building (1 ) at the first assembly. It is undesirable for the inclination sensors (14) to measure the inclination continuously. The last slope value is the most significant value. However, in order to learn when the slope changes, the registration of the slope sensor (14) can be done if desired.
- the inclination sensors (14) can be duplicated on the building (1 ) as needed. After an earthquake trauma, if a slope shift occurs, this shift is used to warn the consumer or buyer.
- the tilt sensors (14) also measure the resistance of the bars of the iron in the columns of the building (1 ). Thus, the corrosion value can be determined.
- the energy that the earthquake activity brings to the building is used. If the threshold earthquake intensity is not exceeded, no registration or action is taken.
- the earthquake signal a kind of Rainfall systematic or the equivalent earthquake intensity is calculated with the Palmgren-Miner systematic. The trick here is that since the measurement will be made with the accelerometer (12) located on the building and the results will be evaluated, it will be calculated over the acceleration value perceived by the structural system of the building, regardless of the intensity of the earthquake. In this way, it is possible to express the numerical equivalent of the building natural frequency and structure analysis, including the ground structure as a whole.
- BITEX the acceleration consists of humidity and the rate of change in resistance read from the rebar.
- the intensity of the acceleration values in all directions (a x ,a a z ) is taken into account.
- the time (/, ) during which the acceleration is observed is taken as basis. This process is continued until the end of the acceleration generating process.
- Normal humidity values in buildings are entered into the system and displayed with H o . If this norm accepted threshold value H is exceeded, a penalty index is deducted during the time the moisture content exceeds this threshold value.
- the ⁇ , ⁇ 2 and ⁇ coefficients in the processes are weight or importance coefficients. Thus, when the acceleration and humidity calculations do not produce numerically equivalent values, normalization can be made over these coefficients.
- the acceleration values in three directions with the accelerometers (12), the humidity values of the building (1 ) with the humidity sensors (11 ), the corrosion values with the tilt sensors (14) are measured and transmitted to the data collection unit (10). It is transmitted to a server (20) by the transmission unit (15). Subsequently, the acceleration values in three directions measured by the accelerometers (11 ) on the server (20) during earthquake, shaking and similar vibration moments are calculated by the method of the square root of the sum of the squares of a single equivalent acceleration and scaled with a coefficient. Next, there is a AH (humidity difference) value for humidity levels above the optimum humidity level, and it is scaled with a coefficient by calculating how long this value affects the building.
- AH humidity difference
- the corrosion data coming from the tilt sensor (14) in the server (20) are calculated and collected separately over time, and the final corrosion value is normalized with a coefficient.
- the earthquake, humidity and corrosion data normalized with the coefficients are collected in the server (20), and a score/penalty value (numerical magnitude) is obtained.
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- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
- Measurement Of Mechanical Vibrations Or Ultrasonic Waves (AREA)
- Geophysics And Detection Of Objects (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TR2020/12551A TR202012551A2 (tr) | 2020-08-10 | 2020-08-10 | Bi̇nalarin travmati̇k geçmi̇şi̇ni̇ i̇zleyen hesaplayan kaydeden ve i̇leten beton i̇çi̇ne gömülü bi̇r değerleme si̇stemi̇ |
TR2020/12551 | 2020-08-10 |
Publications (1)
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WO2022035398A1 true WO2022035398A1 (en) | 2022-02-17 |
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PCT/TR2021/050661 WO2022035398A1 (en) | 2020-08-10 | 2021-06-27 | A valuation system embedded in concrete, monitoring, calculating, recording and transmitting the traumatic history of buildings |
Country Status (2)
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TR (1) | TR202012551A2 (tr) |
WO (1) | WO2022035398A1 (tr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN116188205A (zh) * | 2023-05-04 | 2023-05-30 | 广东华厦工程顾问有限公司 | 一种基于物联网技术的建筑施工智能分析管控系统 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20040004554A1 (en) * | 2000-12-08 | 2004-01-08 | Regaswamy Srinivasan | Wireless multi-funtional sensor platform, system containing same and method for its use |
CN110006482A (zh) * | 2019-03-12 | 2019-07-12 | 中国建筑科学研究院有限公司 | 老旧房屋安全性监测方法 |
CN111272586A (zh) * | 2020-02-22 | 2020-06-12 | 江苏东南特种技术工程有限公司 | 一种通过激发振动力检测既有建筑结构竖向荷载的方法 |
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2020
- 2020-08-10 TR TR2020/12551A patent/TR202012551A2/tr unknown
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2021
- 2021-06-27 WO PCT/TR2021/050661 patent/WO2022035398A1/en active Application Filing
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20040004554A1 (en) * | 2000-12-08 | 2004-01-08 | Regaswamy Srinivasan | Wireless multi-funtional sensor platform, system containing same and method for its use |
CN110006482A (zh) * | 2019-03-12 | 2019-07-12 | 中国建筑科学研究院有限公司 | 老旧房屋安全性监测方法 |
CN111272586A (zh) * | 2020-02-22 | 2020-06-12 | 江苏东南特种技术工程有限公司 | 一种通过激发振动力检测既有建筑结构竖向荷载的方法 |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN116188205A (zh) * | 2023-05-04 | 2023-05-30 | 广东华厦工程顾问有限公司 | 一种基于物联网技术的建筑施工智能分析管控系统 |
CN116188205B (zh) * | 2023-05-04 | 2023-08-01 | 广东华厦工程顾问有限公司 | 一种基于物联网技术的建筑施工智能分析管控系统 |
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TR202012551A2 (tr) | 2022-02-21 |
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