KR-20260063588-A - Automatic geological change analysis and collection environment development system using underground pipelines

Abstract

The present invention relates to an automatic geological change analysis and collection environment development system utilizing underground buried pipes. More specifically, it relates to an improved automatic geological change analysis and collection environment development system utilizing underground buried pipes that can measure and manage information such as geological changes and ground subsidence by linking these underground facilities, in response to the increasing size of underground facilities due to urban concentration and new city development, and the resulting need for functional management as well as prevention of safety accidents such as maintenance.

Inventors

• 박경복

Assignees

• 주식회사 정원지리정보

Dates

Publication Date

20260507

Application Date

20241030

Claims (2)

1. An automatic geological change analysis and collection environment development system utilizing an underground buried pipe, characterized by comprising: a plurality of displacement detectors (200) attached to the outer surface of an underground buried pipe (100) at regular intervals along an underground buried pipe (100); a controller (300) that receives displacement values detected by the displacement detectors (200) by communicating with the displacement detectors (200) via wired communication; a main server (400) that receives and stores the detected displacement values of all displacement detectors (200) by communicating with the controller (300) via wired or wireless communication; and a geographic information server (500) that provides geographic information to the main server (400) to acquire geographic information of the area.
2. In paragraph 1, The displacement detector (200) is an acceleration sensor made of MEMS (Micro Electro-Mechanical Systems); a unique code is assigned to each displacement detector (200), and multiple units are connected via wire to a single controller (300); the controller (300) is configured to store the initial value of each displacement detector (200), the assigned unique code, and location coordinate information for the installation point when the displacement detector (200) is installed, and to transmit each information together to the main server (400) when displacement is detected; and the displacement measurement is performed at set intervals. This characterizes an automatic geological change analysis and collection environment development system utilizing underground buried pipes.

Description

Automatic geological change analysis and collection environment development system using underground pipelines The present invention relates to an automatic geological change analysis and collection environment development system utilizing underground buried pipes in the field of surveying technology. More specifically, it relates to an improved automatic geological change analysis and collection environment development system utilizing underground buried pipes that enables the measurement and management of information such as geological changes and ground subsidence by linking these underground facilities, in response to the increasing size of underground facilities due to urban concentration and new city development, and the resulting need for functional management as well as the prevention of safety accidents such as maintenance. Recently, news reports about sinkholes occurring in urban areas are being published quite frequently. A sinkhole refers to a large hole connected to the surface that occurs when a cavity distributed underground collapses because it cannot withstand the weight of the ground or structure above the cavity. In advanced modern cities, if underground events such as sinkholes occur, not only property damage but also human casualties can result. Research indicates that in addition to natural phenomena, artificial factors such as large-scale civil engineering projects are also a cause of underground events like sinkholes. Therefore, residents in areas where large-scale civil engineering projects are underway often suffer from anxiety over when a sinkhole might occur, which gives rise to a major social issue. Therefore, there is a growing need for underground environment change monitoring technology to alleviate public anxiety and minimize human and material losses caused by underground events. FIG. 1 is an exemplary diagram showing the configuration of a system according to the present invention. Hereinafter, preferred embodiments according to the present invention will be described in more detail with reference to the attached drawings. Prior to describing the present invention, the following specific structural or functional descriptions are provided merely for the purpose of illustrating embodiments according to the concept of the present invention. Embodiments according to the concept of the present invention may be implemented in various forms and should not be interpreted as being limited to the embodiments described herein. In addition, since embodiments according to the concept of the present invention may be subject to various modifications and may take various forms, specific embodiments are illustrated in the drawings and described in detail in this specification. However, this is not intended to limit the embodiments according to the concept of the present invention to specific disclosed forms, and it should be understood that they include all modifications, equivalents, and substitutions that fall within the spirit and scope of the present invention. As illustrated in FIG. 1, the system according to the present invention comprises: a plurality of displacement detectors (200) attached to the outer surface of an underground buried pipe (100) at regular intervals along the underground buried pipe (100); a controller (300) that receives displacement values detected by the displacement detectors (200) by communicating with the displacement detectors (200) via wired communication; a main server (400) that receives and stores the detected displacement values of all displacement detectors (200) by communicating with the controller (300) via wired or wireless communication; and a geographic information server (500) that provides geographic information to the main server (400) to obtain geographic information of the area. At this time, it is preferable that the displacement detector (200) uses an acceleration sensor made of semiconductor using technology known as MEMS (Micro Electro-Mechanical Systems). In addition, the displacement detector (200) is configured to be individually managed by assigning a unique code. In addition, the controller (300) stores the initial value of each displacement detector (200) when the displacement detector (200) is installed, and also stores the assigned unique code, and in particular, stores location coordinate information for the point where each displacement detector (200) is installed. In this case, the location coordinate information may be GPS coordinates obtained via satellite. Then, the main server (400) receives the data transmitted by the controller (300) and checks whether there was a displacement relative to the initial value of the displacement detector (200), i.e., the reference value. Subsequently, the second value becomes the reference value and is compared with the next displacement value to determine whether displacement has occurred; furthermore, the third displacement value becomes the reference value and is compared with the fourth