Elevator subsidence damping device and monitoring method

Abstract

The application discloses an elevator subsidence damping device and a monitoring method, and relates to the technical field of elevator damping devices, and aims to effectively monitor and relieve the subsidence difference between an added elevator and an old building main body, thereby guaranteeing the safe operation of the elevator and prolonging the service life of the elevator.

Description

TECHNICAL FIELD

[0001] The present application relates to the field of construction installation devices, in particular to an elevator settlement damping device and a monitoring method. BACKGROUND

[0002] With the acceleration of urbanization process, the reconstruction and upgrading of old communities, especially the installation of elevators, has become an important measure to improve the quality of life of residents and solve the problem of travel for the elderly. However, in actual operation, the installation of elevators often brings new challenges to old buildings, such as uneven settlement and vibration of building structure. Due to long-term natural settlement and material aging, the structural stability of old buildings has been in a relatively stable state, but the settlement characteristics of the newly installed elevator steel structure and the original building structure are significantly different, combined with the vibration generated by the elevator operation, which can easily cause cracks in the connecting staircases and walls, and even the rupture of the floor and support columns, seriously threatening the safety of residents' life and property.

[0003] Traditional flexible connection methods, such as suspension bridges or cable bridges, can alleviate the settlement difference to some extent, but due to stability and safety problems, they are not suitable for old communities with a large number of elderly residents. Therefore, there is an urgent need for an innovative solution that can accurately monitor the settlement of the installed elevator and the old building, and effectively eliminate the structural damage caused thereby. SUMMARY

[0004] In order to overcome the defects in the prior art, an elevator settlement damping device and a monitoring method are provided

[0005] The technical solution of the present application is as follows: an elevator settlement damping device, comprising a settlement detection unit and a damping connection assembly, the damping connection assembly being assembled between the installed elevator corridor and the main body of the old building; the settlement detection unit comprises a first detection assembly and a second detection assembly for detecting the settlement values of the installed elevator shaft and the main body of the old building in each direction; the first detection assembly comprises a ring-shaped pipeline and an elastic detection meter, the ring-shaped pipeline being arranged around the installed elevator shaft, and the elastic detection meter being assembled below the ring-shaped pipeline; the second detection assembly comprises a laser generator and a laser reflection collection plate; the laser generator is assembled on the same horizontal plane outside the installed elevator shaft, and the laser generator regularly emits a light beam onto the laser reflection collection plate beside the installed elevator shaft.

[0006] As a preferred, an elevator settlement damping device further comprises a data processing module, the data processing module being electrically connected with the settlement detection unit, for receiving the data of the settlement detection unit and calculating the relative settlement values of each floor corridor of the installed elevator shaft and the floor of the old building, as well as the inclination and torsion angle.

[0007] As preferred, the elevator subsidence damping device further comprises an elevator subsidence monitoring database in signal connection with the data processing module, for storing historical subsidence monitoring data of the data processing module, providing basis for subsequent analysis and decision-making.

[0008] As preferred, the annular pipeline contains liquid for detecting the shaft subsidence, and at least four liquid level detection points for calculating the inclination angle after the shaft subsidence are arranged on the annular pipeline.

[0009] As preferred, a water level detection device is arranged on the liquid level detection point.

[0010] As preferred, the damping connection assembly comprises a U-shaped subsidence adjusting device and a connecting damping device; the U-shaped subsidence adjusting device is assembled between the added elevator corridor and the main body of the old building through a plurality of bolts, and the connecting damping device is assembled on the main body of the old building and connected with the added elevator corridor.

[0011] As preferred, the connecting damping device is provided with a plurality of elastic damping elements and a connecting end, and the plurality of elastic damping elements are assembled on the connecting end connected with the added elevator corridor.

[0012] As preferred, the U-shaped subsidence adjusting device is provided with a plurality of bolt holes arranged in a plurality of longitudinal rows on both sides, and the height difference between the added elevator corridor and the main body of the old building is adjusted by adjusting the position of the adjusting bolt in the plurality of bolt holes.

[0013] An elevator subsidence monitoring method comprises the following steps:

[0014] S1, monitoring the subsidence value of the added elevator corridor and the floor of the main body of the old building at each floor of the added elevator shaft through the subsidence detection unit and the water level detection device, and installing the subsidence detection unit at the key connection point of the elevator and the main body of the old building;

[0015] S2, periodically collecting data of the subsidence detection unit through the data processing module to obtain the subsidence value of the elevator and the main body of the building in each direction; according to the collected data, calculating the relative subsidence value of the added elevator corridor and the floor of the main body of the old building at each floor of the elevator, and the inclination and torsion angle;

[0016] S3, comparing the subsidence monitoring data with the preset safety threshold value, and issuing a warning signal when the subsidence value or the inclination and torsion angle exceeds the safety threshold value.

[0017] As preferred, the elevator subsidence monitoring method further comprises the step S4: after receiving the warning signal, adjusting the damping connection assembly to eliminate the height difference between the added elevator corridor and the floor of the main body of the old building.

[0018] Compared with the prior art, the present application has the following beneficial effects:

[0019] The elevator subsidence damping device can effectively monitor and alleviate the subsidence difference between the added elevator and the old building main body through the cooperation of the subsidence detection unit and the damping connection assembly, thereby ensuring the safe operation of the elevator and prolonging the service life.

[0020] Further, by introducing the data processing module, real-time reception and processing of the subsidence detection unit data are realized, the relative subsidence value of each floor corridor of the added elevator and the old building floor and the inclination and torsion angle can be accurately calculated, and reliable data support is provided for the safety evaluation and maintenance of the elevator.

[0021] Further, the elevator subsidence monitoring database is established, and the data in the data processing module is stored in the historical subsidence monitoring database, which provides scientific basis and data support for subsequent analysis and decision-making, and helps to optimize the elevator subsidence monitoring method and improve the elevator safety management level.

[0022] Further, the liquid for detecting the shaft subsidence and at least four liquid level detection points are arranged in the annular pipeline, which can more comprehensively monitor the subsidence of the shaft, calculate the inclination angle through the change of the liquid level, and improve the accuracy and reliability of the subsidence detection.

[0023] Further, the water level detection device is assembled on the liquid level detection point, which can monitor the change of the liquid level in real time, ensure the accuracy and real-time of the subsidence data, and provide strong guarantee for the safe operation of the elevator.

[0024] Further, the damping connection assembly includes a U-shaped subsidence adjusting device and a connecting damping device, which are assembled between the elevator corridor and the old building through bolts, can effectively absorb and alleviate the vibration and impact caused by subsidence, and improve the stability and safety of the elevator.

[0025] Further, the connecting damping device is provided with a plurality of elastic damping elements and a connecting end, which can more effectively absorb and disperse vibration energy, improve the damping effect, and ensure the smooth operation of the elevator during the subsidence process.

[0026] Further, the two sides of the U-shaped subsidence adjusting device are provided with a plurality of longitudinally arranged bolt holes, the height difference between the added elevator corridor and the old building main body can be conveniently adjusted by adjusting the position of the bolt, the flexible compensation of the subsidence difference is realized, and the adaptability and safety of the elevator are improved.

[0027] An elevator subsidence monitoring method, through the subsidence detection unit and the water level detection device, the subsidence value of the added elevator and the old building floor is monitored, and through the data processing module, the data is regularly collected and analyzed, which can timely find the elevator subsidence problem and issue a warning signal, effectively prevent the occurrence of elevator safety accidents

[0028] Further, the step of adjusting the damping connection assembly is added in the elevator subsidence monitoring method, after receiving the early warning signal, the height difference between the added elevator corridor and the old building floor can be eliminated in time according to the subsidence monitoring result, so that the stability and safety of the elevator are maintained.

[0029] Other features and advantages of the present application will be described in detail in the following specific embodiments, drawings. BRIEF DESCRIPTION OF DRAWINGS

[0030] The present application will be further described below in conjunction with the drawings:

[0031] Fig. 1 It is an installation structure diagram of an elevator subsidence damping device of the present application;

[0032] Fig. 2 It is a structure diagram of a first detection assembly of the present application;

[0033] Fig. 3 It is a structure diagram of a U-shaped subsidence adjusting device of the present application;

[0034] Fig. 4 It is a structure diagram of a connection damping device of the present application;

[0035] The following is a description of the reference signs:

[0036] Subsidence detection unit 1, damping connection assembly 2, added elevator corridor 3, old building main body 4, first detection assembly 11, annular pipeline 111, elastic detection meter 112, added elevator shaft 5, U-shaped subsidence adjusting device 21, connection damping device 22, elastic damping element 221, connection end 222, bolt hole 211. DETAILED DESCRIPTION

[0037] The technical solutions of the embodiments of the present application will be explained and described below in conjunction with the drawings of the embodiments of the present application, but the following embodiments are only preferred embodiments of the present application, not all. Based on the embodiments in the embodiments, other embodiments obtained by those skilled in the art without creative labor are within the protection scope of the present application.

[0038] In the following description, the appearance of terms such as "inner", "outer", "upper", "lower", "left", "right", etc. indicating the orientation or position relationship is only for the convenience of describing the embodiments and simplifying the description, and is not intended to indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as a limitation on the present application.

[0039] As Figs. 1 to 4As shown, an elevator subsidence damping device includes a subsidence detection unit 1 and a damping connection assembly 2. Embodiment 1: The subsidence detection unit 1 includes a first detection assembly 11 and a second detection assembly. The first detection assembly 11 is composed of an annular pipe 111 surrounding the added elevator shaft and an elastic detector 112 located below it. The annular pipe 111 is filled with a specific liquid for detecting subsidence by changes in liquid level. The second detection assembly is composed of a laser generator and a reflective collection plate, installed outside the elevator shaft, for monitoring vertical subsidence changes. The laser generator is installed on the same horizontal plane outside the added elevator shaft 5. The laser generator regularly emits a light beam onto the laser reflective collection plate beside the added elevator shaft 5.

[0040] Further, the annular pipe 111 is provided with at least four liquid level detection points for calculating the inclination angle of the shaft after subsidence. The liquid level detection points are equipped with water level detection devices. The liquid level detection points are evenly distributed around the annular pipe 111 to ensure comprehensive and accurate measurement.

[0041] The damping connection assembly 2 is installed between the added elevator corridor 3 and the old building main body 4. The damping connection assembly 2 uses a U-shaped subsidence adjustment device 21 and a connection damping device 22. The U-shaped subsidence adjustment device 21 connects the added elevator corridor 3 and the old building main body 4 through bolts. The connection damping device contains multiple elastic damping elements, installed on the old building, connected to the elevator corridor, providing damping effect.

[0042] Further, the connection damping device 22 is provided with multiple elastic damping elements 221 and connection ends 222. The multiple elastic damping elements 221 are installed on the connection ends 222 connected to the added elevator corridor 3. The elastic damping elements 221 are usually made of materials with high elasticity and restoring force, such as rubber, springs, or a combination of both. They can absorb and disperse the vibration and impact force from the elevator corridor, thereby protecting the old building main body 4 from damage. When the elevator corridor is subjected to external vibration, the elastic damping elements 221 will begin to deform, absorbing and dispersing the energy. The connection ends 222 ensure that the load of the added elevator corridor 3 can be safely transmitted to the structure of the old building main body 4, significantly improving the stability of the entire structure.

[0043] The data processing module is connected to the subsidence detection unit 1 through electrical signals, used to receive data from the subsidence detection unit 1, and calculate the relative subsidence value of each floor corridor of the added elevator shaft 5 and the old building floor, as well as the inclination and torsion angles. The data processing module has strong data processing and analysis capabilities, enabling intelligent processing and analysis of subsidence data, improving monitoring efficiency. It can also monitor the subsidence of the foundation in real time and issue early warning information when abnormal subsidence or potential subsidence risks are detected, so that timely measures can be taken to prevent accidents.

[0044] An elevator settlement monitoring method:

[0045] S1, install a settlement detection unit 1 at the key connection points of the elevator and the old building.

[0046] S2, collect settlement data regularly through the data processing module, calculate the relative settlement value and the inclination and torsion angle of each floor of the elevator corridor and the same floor of the main body of the old building.

[0047] S3, compare the monitoring data with the preset safety threshold, and issue a warning when the threshold is exceeded.

[0048] Example 2: Enhanced settlement detection and adjustment system

[0049] Device description: This embodiment upgrades the basic device, enhancing the accuracy of settlement detection and the flexibility of adjustment:

[0050] Among them, at least four liquid level detection points are added to the annular pipeline 111 of the first detection assembly 11 of the settlement detection unit 1, and a water level detection device is provided at each detection point, which improves the accuracy of settlement measurement and the accuracy of inclination angle calculation.

[0051] The U-shaped settlement adjustment device 21 in the shock absorption connection assembly 2 is provided with longitudinal multiple bolt holes 211 on both sides, and the height difference between the added elevator corridor 3 and the main body of the old building 4 is adjusted by adjusting the position of the adjusting bolt in the multiple bolt holes 211; Proper settlement adjustment can reduce structural stress concentration and fatigue damage caused by height difference, thereby prolonging the service life of the elevator corridor and the building body; The design of the U-shaped settlement adjustment device 21 makes maintenance and adjustment relatively simple and convenient. Multiple bolt holes 211 allow the bolt to be installed and adjusted at different positions; Because the number and arrangement of bolt holes 211 can be customized according to actual needs, the U-shaped settlement adjustment device 21 provides high accuracy and flexibility.

[0052] An elevator settlement monitoring method: When installing an enhanced settlement detection unit, ensure that each key connection point has accurate settlement monitoring. Among them, the data processing module not only collects settlement data, but also analyzes the inclination and torsion angle in real time, and stores it in the elevator settlement monitoring database connected with the storage data processing module electrical signal. When the settlement or deformation exceeds the safety range, an automatic warning is triggered, and it is suggested to balance the height difference by adjusting the position of the bolt of the U-shaped settlement adjustment device 21.

[0053] Example 3: Comprehensive elevator settlement management solution

[0054] This embodiment provides a comprehensive elevator settlement management solution, combining advanced settlement detection, intelligent warning and automatic adjustment technology:

[0055] The settlement detection unit 1 adopts high-precision laser ranging and liquid level sensing technology to realize three-dimensional settlement monitoring. The shock-absorbing connection assembly 2 integrates an intelligent control system, which can adjust the height of the U-shaped settlement adjusting device 21 according to the instructions of the data processing module to respond to settlement changes. The intelligent early warning and decision support system automatically evaluates the safety state of the elevator based on historical settlement data and real-time monitoring results, and proposes maintenance recommendations or warnings.

[0056] An elevator settlement monitoring method: comprehensive settlement monitoring covers all key connection points of the elevator, ensuring the accuracy and timeliness of the data. The intelligent early warning system monitors settlement data in real time, compares it with the preset threshold, automatically triggers an early warning and suggests maintenance measures. Based on historical data in the elevator settlement monitoring database, trend analysis and risk assessment are performed to provide decision support for long-term maintenance and management. When needed, the intelligent control system automatically adjusts the shock-absorbing connection assembly 2 to reduce or eliminate the height difference and deformation caused by settlement.

[0057] An elevator settlement monitoring method, comprising the following steps:

[0058] S1, monitor the settlement value of each floor of the elevator and the old building main body 4 floor of the elevator corridor 3 added to the elevator shaft 5 by the settlement detection unit 1 and the water level detection device, and install the settlement detection unit 1 at the key connection points of the elevator and the old building main body 4;

[0059] S2, periodically collect data of the settlement detection unit 1 by the data processing module to obtain settlement values of the elevator and the building main body in various directions; according to the collected data, calculate the relative settlement value of each floor of the elevator and the old building main body 4 floor of the elevator corridor 3 added, and the inclination and torsion angle;

[0060] S3, compare the settlement monitoring data with the preset safety threshold, and issue a warning signal when the settlement value or inclination and torsion angle exceeds the safety threshold.

[0061] An elevator settlement monitoring method further comprises adjusting the shock-absorbing connection assembly 2 to eliminate the height difference between the elevator corridor 3 added and the old building main body 4 floor.

[0062] For continuous monitoring, the elevator settlement monitoring method establishes an elevator settlement monitoring database to store historical settlement monitoring data for subsequent analysis and decision-making.

[0063] The above is only a specific embodiment of the present application, but the protection scope of the present application is not limited thereto. Those skilled in the art should understand that the present application includes but is not limited to the contents described in the above specific embodiments and the drawings. Any modification that does not deviate from the functional and structural principles of the present application shall be included in the scope of the claims.

Claims

1. An elevator settling shock absorbing device, characterized by, The application relates to an elevator settlement damping device, which comprises a settlement detection unit (1) and a damping connection assembly (2) arranged between an added elevator corridor (3) and an old building body (4); the settlement detection unit (1) comprises a first detection assembly (11) and a second detection assembly, which are used for detecting the settlement values of the added elevator shaft (5) and the old building body (4) in various directions; the first detection assembly (11) comprises a ring-shaped pipeline (111) and an elastic detector (112), the ring-shaped pipeline (111) is arranged around the added elevator shaft (5), and the elastic detector (112) is arranged below the ring-shaped pipeline (111); the second detection assembly comprises a laser generator and a laser reflection collecting plate; the laser generator is arranged on the same horizontal plane outside the added elevator shaft (5), the laser generator regularly emits a light beam on the laser reflection collecting plate beside the added elevator shaft (5); the ring-shaped pipeline (111) contains a liquid used for detecting the settlement of the shaft, at least four liquid level detection points for calculating the inclination angle after the settlement of the shaft are arranged on the ring-shaped pipeline (111); water level detection devices are arranged on the liquid level detection points; the damping connection assembly (2) comprises a U-shaped settlement adjusting device (21) and a connecting damping device (22); the U-shaped settlement adjusting device (21) is arranged between the added elevator corridor (3) and the old building body (4) through a plurality of bolts, and the connecting damping device (22) is arranged on the old building body (4) and connected with the added elevator corridor (3); the connecting damping device (22) is provided with a plurality of elastic damping elements (221) and a connecting end (222), and the plurality of elastic damping elements (221) are arranged on the connecting end (222) connected with the added elevator corridor (3).

2. An elevator settling shock absorbing device according to claim 1, characterized in that The application further comprises a data processing module electrically connected with the settlement detection unit (1), which is used for receiving the data of the settlement detection unit (1) and calculating the relative settlement values of each floor corridor of the added elevator shaft (5) and the floor of the old building, as well as the inclination and torsion angles.

3. An elevator settling shock absorbing device according to claim 2, characterized in that The application further comprises an elevator settlement monitoring database electrically connected with the data processing module, which is used for storing the historical settlement monitoring data of the data processing module and providing a basis for subsequent analysis and decision-making.

4. The elevator settling shock absorber of claim 1, wherein, The U-shaped settlement adjusting device (21) is provided with a plurality of bolt holes (211) arranged in a longitudinal multi-column mode on the two sides, and the height difference between the added elevator corridor (3) and the old building body (4) is adjusted by adjusting the positions of the bolts in the plurality of bolt holes (211).

5. An elevator sag monitoring method characterized by, The application is suitable for the elevator settlement damping device as claimed in any one of claims 1 to 4, and comprises the following steps: S1, the settlement values of each floor added elevator corridor (3) of the added elevator shaft (5) and the floor of the old building body (4) are monitored through the settlement detection unit (1) and the water level detection device, and the settlement detection unit (1) is installed at the key connection point between the elevator and the old building body (4). S2, periodically collect the data of the settlement detection unit (1) by the data processing module to obtain the settlement values of the elevator and the building main body in each direction; according to the collected data, the relative settlement values of the elevator every floor and the floor of the old building main body (4) added with the elevator corridor (3), and the inclination and torsion angle are calculated; S3, compare the settlement monitoring data with the preset safety threshold value, and when the settlement value or the inclination and torsion angle exceeds the safety threshold value, an early warning signal is sent.

6. The method of claim 5, wherein, It also includes step S4: after receiving the early warning signal, adjust the shock absorption connecting assembly (2) to eliminate the height difference between the added elevator corridor (3) and the floor of the old building main body (4).

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