阅读说明：本技术 混凝土水化热实时监测系统及方法 (Concrete hydration heat real-time monitoring system and method ) 是由 伍伟 孙畅 江平 刘博� 张亮 于 2019-10-22 设计创作，主要内容包括：本发明公开了一种混凝土水化热实时监测系统,包括温度传感光纤、光纤传感检测单元以及实时数据分析处理单元；还公开了一种混凝土水化热实时监测方法,在浇筑区域内铺设温度传感光纤；建立3D模型；将浇筑区域的3D模型由内向外分为若干层；在混凝土开始浇筑后,通过温度传感光纤对浇筑区域的温度进行实时监测。采用上述技术方案,使用温度传感光纤能够深入到混凝土内部进行连续区域测温,具有温度监测点多、实时和精确度高等优点,对混凝土养护提供科学依据；将混凝土浇筑区域和温度传感光纤的排布走向进行3D建模,当出现报警时能够直观地进行观察,以便于进行针对性的养护,特别适用于大型混凝土结构。(The invention discloses a concrete hydration heat real-time monitoring system, which comprises a temperature sensing optical fiber, an optical fiber sensing detection unit and a real-time data analysis processing unit; the concrete hydration heat real-time monitoring method is also disclosed, wherein a temperature sensing optical fiber is laid in the pouring area; establishing a 3D model; dividing the 3D model of the pouring area into a plurality of layers from inside to outside; and after the concrete is poured, monitoring the temperature of the pouring area in real time through the temperature sensing optical fiber. By adopting the technical scheme, the temperature sensing optical fiber can be used for carrying out continuous area temperature measurement in the concrete, has the advantages of multiple temperature monitoring points, real time, high accuracy and the like, and provides scientific basis for concrete maintenance; the 3D modeling is carried out on the arrangement trend of the concrete pouring area and the temperature sensing optical fiber, and the concrete pouring area and the arrangement trend of the temperature sensing optical fiber can be visually observed when an alarm occurs, so that the targeted maintenance is convenient to carry out, and the method is particularly suitable for large concrete structures.)

1. A concrete hydration heat real-time monitoring method is characterized by comprising the following steps:

laying a temperature sensing optical fiber in the pouring area, and connecting the temperature sensing optical fiber to an optical fiber sensing detection unit;

establishing a 3D model corresponding to the arrangement trend of the pouring area and the temperature sensing optical fiber;

dividing a 3D model of a pouring area into a plurality of layers from inside to outside, and presetting a hydration heat time and temperature change trend graph of each layer as a reference;

after concrete begins to be poured, the temperature of a pouring area is monitored in real time through the temperature sensing optical fiber, temperature values acquired by all positions of the temperature sensing optical fiber are compared with reference values in a hydration heat time temperature change trend graph of a layer corresponding to the positions, when the acquired temperature values are larger than the reference values and the difference value of the acquired temperature values is larger than a preset value △ t1, the positions are marked as abnormal points, and when the number of the abnormal points in a preset distance interval L is larger than a preset value n, early warning information is sent to the area.

2. The method for monitoring hydration heat of concrete in real time as set forth in claim 1, wherein: the region of the pre-warning information is displayed in the 3D model.

3. The method for monitoring hydration heat of concrete in real time as set forth in claim 1, wherein: the 3D model of the casting area is divided into at least an inner core layer on the inside, a surface layer on the outside and an intermediate layer between the two.

4. The method for real-time monitoring of concrete hydration heat as claimed in claim 3, wherein when the temperature value corresponding to the core layer position collected by the temperature sensing fiber is greater than the temperature value corresponding to the surface layer position and the difference between the two values exceeds a preset value △ t2, an early warning message is sent.

5. The method for real-time monitoring of concrete hydration heat as claimed in claim 3, wherein the external environment temperature value is obtained in real time, and when the temperature value corresponding to the surface layer position collected by the temperature sensing optical fiber is greater than the external environment temperature value and the difference between the values exceeds a preset value of △ t3, an early warning message is sent.

6. A concrete hydration heat real-time monitoring system, comprising: the temperature sensing optical fiber is arranged in a pouring area of the concrete;

the optical fiber sensing detection unit is used for receiving the optical signal sent by the sensing optical fiber, analyzing the optical signal and obtaining temperature information data of each part of the optical fiber, and is used for sending the temperature information data to the real-time data analysis processing unit;

the real-time data analysis processing unit is used for establishing a 3D model corresponding to the arrangement trend of the pouring area and the temperature sensing optical fibers, dividing the 3D model of the pouring area into a plurality of layers from inside to outside, comparing temperature values acquired at various positions of the temperature sensing optical fibers with reference values in a hydration heat time temperature change trend graph of the layer corresponding to the positions, marking the positions as abnormal points when the acquired temperature values are larger than the reference values and the difference value of the acquired temperature values and the reference values exceeds a preset value △ t1, and sending early warning information aiming at the areas when the number of the abnormal points in a preset distance interval L exceeds a preset value n.

7. The concrete hydration heat real-time monitoring system of claim 6, wherein: and the real-time data analysis processing unit is used for displaying the area of the early warning information in the 3D model.

8. The system for real-time monitoring of concrete hydration heat as claimed in claim 6, wherein said real-time data analysis processing unit is further adapted to issue an early warning message when the temperature value corresponding to the core layer position collected by the temperature sensing fiber is greater than the temperature value corresponding to the surface layer position and the difference between the two values exceeds a predetermined value △ t 2.

9. The concrete hydration heat real-time monitoring system of claim 6, wherein the real-time data analysis processing unit is further configured to send out warning information when the temperature value corresponding to the surface layer position collected by the temperature sensing optical fiber is greater than the external environment temperature value and the difference between the temperature value and the external environment temperature value exceeds a preset value △ t 3.

Technical Field

The invention relates to a concrete hydration heat real-time monitoring system and a concrete hydration heat real-time monitoring method, and belongs to the technical field of concrete construction.

Background

In recent years, the national requirements on scientific and normative construction management of large-scale capital construction projects such as roads, bridges, tunnels, dams and the like are getting tighter and tighter, and the requirements on the concrete construction quality are also getting higher and higher. Hydration heat is common in mass concrete construction, and hydration reaction of cement generates hydration heat which is difficult to dissipate due to the coagulation and hardening processes of concrete, and huge temperature stress is caused by overlarge internal and external temperature difference, so that the concrete has quality problems of cracks, deformation and the like.

In the concrete curing link, the temperature peak value of the core area is required to be not more than 70 ℃, the temperature difference between the core area and the concrete surface is not more than 25 ℃, and the temperature difference between the concrete surface and the environment is not more than 25 ℃. Concrete curing is important work carried out after concrete pouring is finished, and due to the fact that hydration heat is generated, the whole time span is as long as 7 days, curing work is heavy, and cement hydration heat needs to be prevented from causing severe changes of internal temperature and temperature stress of concrete, so that cracks appear in the concrete, and quality safety hazards of the whole structure are caused.

At present, in the concrete curing process, the experience of workers and supervision is mainly depended on, scientific means for monitoring the temperature of a concrete core area, the temperature of the surface of concrete and the temperature difference with the external environment are lacked, and a software system for monitoring and early warning the hydration heat of concrete in real time is lacked. Resulting in quality problems such as cracking of the concrete. Chinese patent document CN207526123U discloses a novel concrete intelligent temperature control device, which adopts the technical scheme of pre-embedding a plurality of temperature measuring tubes, wherein liquid medium layers are filled in the temperature measuring tubes; the temperature sensor is spliced in the liquid medium layer and is stuck on the inner wall of the temperature measuring pipe, the temperature sensor monitors the hydration heat of the concrete by being connected with the temperature controller through a wire, and the system has the following defects: the temperature measuring pipe cannot be buried deeply, and for large-scale concrete engineering, the intermediate temperature cannot be monitored, so that the large-volume concrete structure is not suitable; the number of temperature monitoring points is small, and if the temperature monitoring points are increased, temperature measuring pipes and the like need to be buried more, so that the concrete structure is damaged. Chinese patent document CN207351938U discloses a detection device for rapidly detecting hydration heat of high-performance concrete, which adopts a temperature sensor to monitor hydration heat of concrete at a single point, and has the following disadvantages: only single-point monitoring is available, and the concrete structure is not suitable for actual concrete engineering; the concrete curing can not be guided in real time because the alarm such as overheating cannot be informed in time.

Disclosure of Invention

Therefore, the invention aims to provide a concrete hydration heat real-time monitoring system and a method, which can realize continuous interval temperature monitoring on a concrete engineering structural body through a temperature sensing optical fiber.

In order to achieve the above object, the present invention provides a method for monitoring hydration heat of concrete in real time, comprising the following steps:

laying a temperature sensing optical fiber in the pouring area, and connecting the temperature sensing optical fiber to an optical fiber sensing detection unit;

establishing a 3D model corresponding to the arrangement trend of the pouring area and the temperature sensing optical fiber;

dividing a 3D model of a pouring area into a plurality of layers from inside to outside, and presetting a hydration heat time and temperature change trend graph of each layer as a reference;

after concrete begins to be poured, the temperature of a pouring area is monitored in real time through the temperature sensing optical fiber, temperature values acquired by all positions of the temperature sensing optical fiber are compared with reference values in a hydration heat time temperature change trend graph of a layer corresponding to the positions, when the acquired temperature values are larger than the reference values and the difference value of the acquired temperature values is larger than a preset value △ t1, the positions are marked as abnormal points, and when the number of the abnormal points in a preset distance interval L is larger than a preset value n, early warning information is sent to the area.

The region of the pre-warning information is displayed in the 3D model.

The 3D model of the casting area is divided into at least an inner core layer on the inside, a surface layer on the outside and an intermediate layer between the two.

When the temperature value corresponding to the core layer position acquired by the temperature sensing optical fiber is larger than the temperature value corresponding to the surface layer position and the difference value between the two values exceeds a preset value △ t2, warning information is sent out.

And acquiring an external environment temperature value in real time, and when the temperature value corresponding to the surface layer position acquired by the temperature sensing optical fiber is greater than the external environment temperature value and the difference value between the temperature value and the external environment temperature value exceeds a preset value △ t3, sending out early warning information.

A concrete hydration heat real-time monitoring system, comprising:

the temperature sensing optical fiber is arranged in a pouring area of the concrete;

the optical fiber sensing detection unit is used for receiving the optical signal sent by the sensing optical fiber, analyzing the optical signal and obtaining temperature information data of each part of the optical fiber, and is used for sending the temperature information data to the real-time data analysis processing unit;

the real-time data analysis processing unit is used for establishing a 3D model corresponding to the arrangement trend of the pouring area and the temperature sensing optical fibers, dividing the 3D model of the pouring area into a plurality of layers from inside to outside, comparing temperature values acquired at various positions of the temperature sensing optical fibers with reference values in a hydration heat time temperature change trend graph of the layer corresponding to the positions, marking the positions as abnormal points when the acquired temperature values are larger than the reference values and the difference value of the acquired temperature values and the reference values exceeds a preset value △ t1, and sending early warning information aiming at the areas when the number of the abnormal points in a preset distance interval L exceeds a preset value n.

And the real-time data analysis processing unit is used for displaying the area of the early warning information in the 3D model.

The real-time data analysis processing unit is also used for sending out early warning information when the temperature value corresponding to the core layer position and collected by the temperature sensing optical fiber is larger than the temperature value corresponding to the surface layer position and the difference value of the two values exceeds a preset value △ t 2.

The real-time data analysis processing unit is also used for sending out early warning information when the temperature value corresponding to the surface layer position and collected by the temperature sensing optical fiber is larger than the external environment temperature value and the difference value of the temperature value and the external environment temperature value exceeds a preset value △ t 3.

By adopting the technical scheme, compared with the prior art, the concrete hydration heat real-time monitoring system and the method have the following beneficial effects:

1. the temperature sensing optical fiber can be deeply inserted into the concrete to carry out continuous area temperature measurement, has the advantages of multiple temperature monitoring points, real time, high accuracy and the like, and provides scientific basis for concrete maintenance.

2. The 3D modeling is carried out on the arrangement trend of the concrete pouring area and the temperature sensing optical fiber, and the concrete pouring area and the arrangement trend of the temperature sensing optical fiber can be visually observed when an alarm occurs, so that the targeted maintenance is convenient to carry out, and the method is particularly suitable for large concrete structures.

Drawings

FIG. 1 is a schematic structural diagram of an embodiment of a concrete hydration heat real-time monitoring system according to the invention.

Fig. 2 is a schematic layout of the temperature sensing optical fiber.

FIG. 3 is a diagram showing an example of a hydration heat time and temperature trend chart.

Detailed Description

The invention is described in further detail below with reference to the figures and the detailed description.

As shown in the figure, the concrete hydration heat real-time monitoring system comprises a real-time data analysis and processing unit, an optical fiber sensing detection unit connected with the real-time data analysis and processing unit and a temperature sensing optical fiber connected with the optical fiber sensing detection unit.

The temperature sensing optical fibers are distributed in a concrete pouring area and laid along the extending direction of the steel bars of the concrete steel bar frame. As shown in fig. 1, the sensing optical fiber in this embodiment is laid in a reciprocating manner. The optical fiber sensing technology is widely applied at present, and mainly utilizes the change of light scattering or nonlinear effect in an optical fiber along with the external environment to sense based on the reflection and interference of light. According to different detected optical signals, the distributed optical fiber sensing technology is divided into three types based on Rayleigh scattering, Raman scattering and Brillouin scattering in optical fibers; according to the signal analysis method, the distributed optical fiber sensing technology can be divided into a time domain-based distributed optical fiber sensing technology and a frequency domain-based distributed optical fiber sensing technology. In a distributed optical fiber sensing system, an optical fiber is both an information transmission medium and a signal sensing unit. In the system, the whole optical fiber is a sensing unit, and sensing points are continuously distributed, so that the sensing method can measure information at any position along the optical fiber. The distributed optical fiber sensing technology is particularly suitable for monitoring parameters such as temperature, vibration and stress of a concrete structure body. The distributed optical fiber sensing technology can monitor all-round health parameters of the concrete structure in the whole life cycle of the concrete structure, and can monitor the temperature change condition, the pressure-bearing load condition and the vibration deformation condition of the concrete structure, and concrete structure cracks and defects caused by environmental erosion, material aging and the like. The temperature sensing optical fiber is one of the sensing optical fibers. The optical fiber sensing detection unit is used for receiving the optical signal sent by the sensing optical fiber, analyzing the optical signal, obtaining temperature information data of each part of the optical fiber, and sending the temperature information data to the real-time data analysis processing unit.

The real-time data analysis processing unit is used for establishing a 3D model corresponding to the arrangement direction of the pouring area and the temperature sensing optical fibers and dividing the 3D model of the pouring area into a plurality of layers from inside to outside. In this embodiment, as shown in fig. 2, the 3D model of the cast area is divided into an inner core layer 10 on the inside, a surface layer 30 on the outside, and an intermediate layer 20 therebetween, through which the temperature sensing fiber 40 passes. The hydration heat time and temperature change trend chart of each layer is preset as a reference. For example, after a small volume of concrete is poured, the highest hydration heat temperature typically occurs for 1-2 days, with a medium volume typically being 2-3 days and a large volume typically being 3-4 days. Therefore, according to the construction experience rule, a hydration heat time temperature change trend graph under the general condition can be made, and the temperature curve in the trend graph can be properly adjusted under different environments. Referring to fig. 3, there are shown examples of the inner core layer temperature variation curve 1, the middle layer temperature variation curve 2, and the surface layer temperature variation curve 3, and the curve 4 is a monitored temperature variation curve of a point of the inner core layer.

After concrete begins to be poured, the temperature of a pouring area is monitored in real time through the temperature sensing optical fiber, temperature values acquired by all positions of the temperature sensing optical fiber are compared with reference values in a hydration heat time temperature change trend graph of a layer corresponding to the positions, when the acquired temperature values are larger than the reference values and the difference value of the acquired temperature values is larger than a preset value △ t1, the positions are marked as abnormal points, and when the number of the abnormal points in a preset distance interval L is larger than a preset value n, early warning information is sent to the area.

In this embodiment, for example, △ t1 is 2 ℃, L is 0.5m, and n is 3, 3 abnormal points are detected within an interval range of 0.5m, and a temperature value of each abnormal point position exceeds a reference value by more than 2 ℃, so that the area is an abnormal area, and the system sends out early warning information and displays the area of the early warning information in the 3D model.

The real-time data analysis processing unit is also used for sending out early warning information when the temperature value collected by the temperature sensing optical fiber and corresponding to the core layer position is greater than the temperature value corresponding to the surface layer position and the difference value of the two values exceeds a preset value △ t2, and also used for sending out early warning information when the temperature value collected by the temperature sensing optical fiber and corresponding to the surface layer position is greater than the external environment temperature value and the difference value of the two values exceeds a preset value △ t3, for example, △ t2 and △ t3 can be 25 ℃, namely the temperature of the core layer position exceeds the temperature of the surface layer position by 25 ℃, or the temperature of the surface layer position exceeds the external temperature by 25 ℃, the temperature is abnormal, and the system sends out early warning information.

It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications therefrom are within the scope of the invention.