Earthquake-resistant support warning system and warning rod

By introducing early warning lever with shock absorption and damping effects into the seismic bracket and installing MEMS pressure sensors inside it, the problem of insufficient stability of the existing seismic bracket under high magnitude is solved, real-time monitoring and early warning functions are realized, and the seismic performance of pipeline components is improved.

CN110388516BActive Publication Date: 2025-04-11NINGHE TECHNOLOGY SERVICES (NANJING) CO LTD
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Patent Information

Application Number
CN201910797523.6
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2019-08-27
Publication Date
2025-04-11
Estimated Expiration
2039-08-27

AI Technical Summary

Technical Problem

In the case of high magnitude, the strength limit of the fixed parts is broken, resulting in the damage of the pipe members, and the stability and adaptive adjustment capabilities of the existing shock absorbing bracket members are insufficient.

Method used

Introduce an early warning lever with shock absorption and damping effects in the seismic bracket, and install a MEMS pressure sensor inside it to monitor the pressure changes or displacement frames in real time and issue an early warning signal.

Benefits of technology

Through real-time monitoring and early warning functions, the stability of the seismic bracket and the seismic performance of the pipe members are improved, hard damage is avoided, and production costs are reduced.

✦ Generated by Eureka AI based on patent content.

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Abstract

The present invention discloses an anti-seismic support early warning system and an early warning pull rod, wherein the traction ends located at the two ends of the supporting cross beam are respectively hinged to a middle push rod, left and right pull rods and a rear pull rod; one end of the connected tube of the pull rod is a screw sleeve and the other end is a supporting wall, and side holes are symmetrically opened on both sides of the connected tube to form a structure body connecting the screw sleeve and the supporting wall at both ends of the connected rod, a screw rod is connected in the screw sleeve, and sliding sleeves are fixedly connected on both sides of the supporting wall, and sliding rods are respectively installed in the sliding sleeves on both sides, and an inner sliding block is installed in the connected tube, and the inner ends of the sliding rods on both sides are respectively fixed on both sides of the inner sliding block, and the outer ends of the sliding rods on both sides are distributed and fixed on both sides of the outer sliding block, a strong spring is connected between the inner sliding block and the supporting wall, and a pressure sensor is installed on the inner side of the supporting wall; the present invention can monitor the pressure changes of each pressure part in real time through a control system, and even monitor the displacement changes of each rod member, and when the change amplitude is greater than the set threshold, a warning signal is sent through a controller or a cloud monitoring system, thereby providing an automatic early warning function.
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Description

Technical Field

[0001] The present invention belongs to the technical field of pipeline anti-seismic auxiliary supports, and in particular relates to a system capable of real-time monitoring of pressure changes in anti-seismic support component parts to implement early warning. Background Art

[0002] Existing components such as cable ducts or air ducts used on the top of buildings are made by first inserting expansion wire sleeves into the ceiling (ceiling) and connecting the expansion wires as hangers. The connection strength is very weak. When an earthquake occurs, the building will swing, and the pipes and cables installed on the top of the building will also swing. This component swing will not disappear by itself, and the swing amplitude of the component will gradually increase with the swing of the building, and may even resonate with the swing of the building. Repeated high-intensity swinging will cause damage to the fixed parts of the pipeline components, and then cause damage to the pipeline components and important components inside them, expanding the extent of earthquake damage.

[0003] The existing solutions for solving the above problems are mostly through the method of reinforcing the pipeline fixing components. For example, the seismic support with publication number CN208670283 U is the most typical. This solution includes a first support rod extending perpendicular to the axial direction of the pipeline, a second support rod extending obliquely along the axial direction of the pipeline, and a third support rod extending along the radial direction of the pipeline. The seismic support also includes a pipe clamp assembly sleeved on the pipeline, the pipe clamp assembly includes a first pipe clamp and a second pipe clamp arranged adjacent to each other, and the first pipe clamp and the second pipe clamp are both sleeved on the pipeline; one end of the first support rod and the third support rod are respectively fixedly connected to the first pipe clamp, and the other end is respectively fixedly connected to the mounting surface, one end of the second support rod is fixedly connected to the second pipe clamp, and the other end is fixedly connected to the mounting surface; a fourth support rod is also connected between the first support rod and the second support rod, and a fifth support rod is also connected between the first support rod and the third support rod. It can be seen that the seismic support provided by this scheme mainly improves the strength of the pipeline fixing components from a three-dimensional perspective, so that the fixed ends of the pipeline fixing components become multiple, and the pipeline is pulled from different angles. Although this scheme has a certain seismic effect, it still has a strength limit. The components are in a rigid connection and have no shock absorption or damping function. When the magnitude is high, due to the large gravity of the pipeline components, simply relying on improving the strength of the pipeline fixing components still has disadvantages. The deformation coordination and adaptive adjustment capabilities of the entire pipeline are poor. When the building swings at a large frequency and the amplitude increases with the number of swings, the constraint limit of the connection strength of the pipeline components will be exceeded, which will cause greater damage.

[0004] Therefore, the method of fixing the pipeline components by pulling from multiple angles can significantly improve the stability of the pipeline components, but it has a strength limit. When this limit is exceeded, it often causes greater damage. If the strength is improved by increasing the amount of material used for the fixed components, such as increasing the thickness of the material, the construction cost will be greatly increased. The number of hanging parts used to fix the pipeline components is huge. In order to prevent accidental events, it is obviously less feasible to take the approach of generally increasing costs, especially in the current situation of fierce market competition. By generally increasing costs, the market share will be greatly reduced, which is not conducive to the normal and sustainable development of enterprises. The existing shock-absorbing bracket components still need to be improved. Summary of the invention

[0005] In view of the defects and problems that still exist in the existing seismic support, the present invention provides a warning rod with shock absorption and damping effects added to the seismic support, and a warning system is provided to monitor the pressure changes or displacement frame conditions of the seismic support in real time and issue a warning by installing corresponding sensors in the warning rod.

[0006] The solution adopted by the present invention to solve its technical problems is: an earthquake-resistant support early warning system, including a supporting crossbeam, a traction end and a traction component, the traction ends located at both ends of the supporting crossbeam are respectively hinged to a middle pull rod, a left pull rod and a rear pull rod; the pull rod includes a conjoined tube, one end of the conjoined tube is a screw sleeve and the other end is a supporting wall, side holes are symmetrically opened on both sides of the conjoined tube to form a structure body connecting the screw sleeve and the supporting wall at both ends of the conjoined rod, a screw is connected in the screw sleeve, and sliding sleeves are fixedly connected on both sides of the supporting wall, and sliding rods are respectively installed in the sliding sleeves on both sides. An inner slider is sleeved in the one-piece tube, and both sides of the inner slider protrude out of the side holes. The inner ends of the sliding rods on both sides are respectively fixed on both sides of the inner slider, and the outer ends of the sliding rods on both sides are distributed and fixed on both sides of the outer slider. The outer slider is fixedly connected to the rear connecting rod, and a strong spring is connected between the inner slider and the supporting wall. A sensor gasket is sleeved on the inner side of the supporting wall, and a pressure sensor is sleeved on the inner side of the sensor gasket. A sensor lead hole is provided on the supporting wall; the signal line of each pressure sensor is connected to the input end of the controller or the cloud system to form an early warning system.

[0007] A seismic support early warning system comprises a supporting crossbeam, a traction end and a traction component, wherein the traction end portions at both ends of the supporting crossbeam are respectively hinged to a middle push rod, left and right pull rods and a rear pull rod; the pull rod comprises a conjoined tube, one end of the conjoined tube is a screw sleeve and the other end is a supporting wall, side holes are symmetrically opened on both sides of the conjoined tube to form a structure body connecting the screw sleeve and the supporting wall at both ends of the conjoined rod, a screw rod is connected in the screw sleeve, sliding sleeves are fixedly connected on both sides of the supporting wall, sliding rods are respectively installed in the sliding sleeves on both sides, an inner sliding block is installed in the conjoined tube, and the inner sliding block The two sides of the middle push rod protrude out of the side holes, the inner ends of the sliding rods on both sides are respectively fixed on the two sides of the inner slider, the outer ends of the sliding rods on both sides are distributed and fixed on the two sides of the outer slider, the outer slider is fixedly connected to the rear connecting rod, a strong spring is connected between the inner slider and the supporting wall, and a sensor gasket is set on the inner side of the supporting wall, a MEMS pressure sensor is set on the inner side of the sensor gasket, and a sensor lead hole is set on the supporting wall; the middle push rod includes a conjoined tube, one end of the conjoined tube is a screw sleeve and the other end is a supporting wall, and the two sides of the conjoined tube are symmetrically opened with side The two ends of the conjoined rod are connected to the screw sleeve and the supporting wall structure, the screw sleeve is connected inside the screw sleeve, the two sides of the supporting wall are fixedly connected with the sliding sleeve, the sliding sleeves on both sides are respectively provided with sliding rods, the inner slider is provided in the conjoined tube, the two sides of the inner slider protrude outside the side hole, the inner ends of the sliding rods on both sides are respectively fixed on the two sides of the inner slider, the outer ends of the sliding rods on both sides are distributed and fixed on the two sides of the outer slider, the outer slider is fixedly connected to the rear connecting rod, a strong spring is connected between the outer slider and the supporting wall, and a sensor gasket is provided on the outer side of the supporting wall, a pressure sensor is provided on the inner side of the sensor gasket, and a sensor lead hole is provided on the supporting wall; the upper end of the middle push rod is connected to the ceiling, and the middle push rod is used to support the traction end; the upper ends of each pull rod are respectively fixed to the ceiling through a hinge seat; the lower ends of the middle push rod and each pull rod are respectively connected to the combined sphere, and each pull rod provides a balanced traction force to the traction end, so that each pull rod forms a repulsive relationship with the middle push rod at its corresponding center, and the signal line of each pressure sensor is connected to the controller or the input end of the cloud system to form an early warning system.

[0008] Among them, the traction ends located at both ends of the supporting crossbeam are respectively combined spheres, which include an inner hemisphere, an outer left 1 / 4 sphere and an outer right 1 / 4 sphere, which are combined and fixed to form a spherical body, so that there are front and rear joints and left and right joints. A middle ball cavity is arranged at the front and rear joints located just above the supporting crossbeam, and a cavity opening is arranged on the outside of the middle ball cavity, and the cavity opening diameter is smaller than the middle ball cavity diameter. A bulging sphere is connected to the lower end of the middle push rod, and the sphere diameter is larger than the cavity opening diameter. The sphere at the lower end of the middle push rod is matched and fitted in the middle ball cavity and can swing freely. Front and rear joints located at symmetrical positions on the left and right sides of the middle ball cavity are respectively arranged. There are left and right ball cavities, and the outer sides of the left and right ball cavities are respectively provided with cavity openings, and the diameters of the left and right cavity openings are respectively smaller than the diameters of the left and right ball cavities, and the lower ends of the left and right pull rods are connected with bulging spheres, and the diameters of the spheres are larger than the diameters of the cavity openings. The spheres at the lower ends of the left and right pull rods are respectively matched and fitted in the left and right ball cavities and can swing freely; a rear ball cavity is arranged at the left and right joints located directly behind the middle ball cavity, and the outer sides of the rear ball cavity are provided with cavity openings, and the diameters of the cavity openings are smaller than the diameters of the rear ball cavity, and the lower end of the rear pull rod is connected with a bulging sphere, and the diameters of the spheres are larger than the diameters of the cavity openings. The spheres at the lower ends of the rear pull rods are matched and fitted in the rear ball cavity and can swing freely.

[0009] Furthermore, a convex-concave matching structure is provided on the combined docking surfaces of the inner hemisphere, the outer left 1 / 4 sphere and the outer right 1 / 4 sphere, and the convex-concave matching structures of adjacent docking surfaces can be embedded together.

[0010] The pressure sensor adopts a MEMS pressure sensor, and each group of brackets is equipped with a MEMS accelerometer or a MEMS gyroscope along with the MEMS pressure sensor to sense the displacement change of the bracket and issue an early warning.

[0011] The invention discloses an early warning pull rod used in an earthquake-resistant support early warning system, comprising a connected tube, one end of the connected tube is a threaded sleeve and the other end is a supporting wall, side holes are symmetrically opened on both sides of the connected tube to form a structure connecting the threaded sleeve and the supporting wall at both ends of the connected rod, a screw is connected in the threaded sleeve, both sides of the supporting wall are fixedly connected with sliding sleeves, sliding rods are respectively mounted in the sliding sleeves on both sides, an inner sliding block is mounted in the connected tube, both sides of the inner sliding block protrude out of the side holes, the inner ends of the sliding rods on both sides are respectively fixed on both sides of the inner sliding block, the outer ends of the sliding rods on both sides are distributed and fixed on both sides of the outer sliding block, the outer sliding block is fixedly connected to a rear connecting rod, a strong spring is connected between the inner sliding block and the supporting wall, a sensor gasket is mounted on the inner side of the supporting wall, a MEMS pressure sensor is mounted on the inner side of the sensor gasket, and a sensor lead hole is provided on the supporting wall.

[0012] Another warning top rod used in an earthquake-resistant support warning system includes a connected tube, one end of the connected tube is a screw sleeve and the other end is a supporting wall, side holes are symmetrically opened on both sides of the connected tube to form a structure connecting the screw sleeve and the supporting wall at both ends of the connected rod, a screw rod is connected inside the screw sleeve, and sliding sleeves are fixedly connected on both sides of the supporting wall, and sliding rods are respectively installed in the sliding sleeves on both sides, an inner sliding block is installed in the connected tube, and the two sides of the inner sliding block protrude out of the side holes, the inner ends of the sliding rods on both sides are respectively fixed on the two sides of the inner sliding block, and the outer ends of the sliding rods on both sides are distributed and fixed on the two sides of the outer sliding block, the outer sliding block is fixedly connected to a rear connecting rod, a strong spring is connected between the outer sliding block and the supporting wall, and a sensor gasket is installed on the outside of the supporting wall, a MEMS pressure sensor is installed on the inside of the sensor gasket, and a sensor lead hole is provided on the supporting wall.

[0013] In the above schemes, the two inner side surfaces of the connected rod are concave arc surfaces, and the part of the inner slider located in the inner cavity of the connected tube has a convex arc surface, and the center of the convex arc surface of the inner slider is fitted with the center of the concave arc surface of the corresponding connected rod.

[0014] Beneficial effects of the present invention: The present invention adds a warning rod with shock absorption and damping effects to the seismic support. By installing EMES pressure sensors or matching sensors at the pressure parts of each rod containing a strong spring, the pressure changes of each pressure part can be monitored in real time through the control system, and even the displacement changes of each rod can be monitored. When the change amplitude is greater than the set threshold, a warning signal is issued through the controller or cloud monitoring system, thereby providing an automatic warning function. By using the monitoring system background or cloud warning system of a certain area, such as a community or an enterprise, the signals of each sensor are input into the monitoring system background or cloud warning system as part of the warning monitoring.

[0015] The present invention applies thrust to the centers of the traction ends at both ends of the supporting crossbeam respectively and applies balanced pulling force around the thrust at the same time, and utilizes the interaction between the thrust and pulling force to increase the prestressed thrust to the top rod assembly providing the thrust, and to provide prestressed pulling force to the traction components providing the pulling force, so that the traction ends at both ends of the supporting crossbeam are in a stress state. When there is swing in this state, the corresponding tensile repulsive force needs to be overcome first. Therefore, the structure can well improve the stability of the supporting crossbeam, thereby improving the stability of the pipeline component.

[0016] When the swing amplitude and frequency exceed the tension-repulsion limit, the present invention can also provide buffering through the strong springs provided by each traction component or the push rod assembly to achieve the effect of energy dissipation, thereby further improving the stability of the supporting beam and the pipeline component.

[0017] The present invention has various and simple adjustment modes, is easy to operate, and has good use effects. Since each traction component has a buffering function, each traction component can dissipate energy by itself to prevent hard damage, so the consumables of each traction component are relatively small, thereby reducing production costs.

[0018] The present invention can provide forces to the supporting crossbeams and pipeline components at multiple angles, and the top rod assembly and each traction component can be hinged at the upper and lower ends, thereby providing a structural relationship of the supporting crossbeams and pipeline components that are movably connected, ensuring that there are no stress concentration areas on the supporting crossbeams and pipeline components, thereby having the characteristics of stability and not being easily damaged, and having a long service life. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 It is one of the overall three-dimensional structural schematic diagrams of the present invention.

[0020] Figure 2 This is the second schematic diagram of the overall three-dimensional structure of the present invention.

[0021] Figure 3 yes Figure 2 Schematic diagram of the structure of the warning lever.

[0022] Figure 4 yes Figure 3 Schematic diagram of the enlarged structure of the AA section.

[0023] Figure 5 yes Figure 2 Schematic diagram of the structure of the early warning push rod.

[0024] Figure 6 yes Figure 3 One of the three-dimensional structure diagrams.

[0025] Figure 7 yes Figure 3 The second schematic diagram of the three-dimensional structure.

[0026] Figure 8 It is a schematic diagram of the assembly state of the combined sphere in the present invention.

[0027] Fig. 9 yes Figure 7 Schematic diagram of the structure of the combined ball node.

[0028] Fig.10 It is a schematic diagram of the spherical shell structure.

[0029] Fig.11 yes Fig.10 Assembly diagram of .

[0030] Numbers in the figure: 1 is a supporting beam, 2 is an inner hemisphere, 3 is an outer left 1 / 4 sphere, 4 is an outer right 1 / 4 sphere, 5 is a threaded mounting hole, 6 is a middle ball cavity, 7 is a left and right ball cavity, 8 is a rear ball cavity, 9 is a middle pull rod, 9a is a middle push rod, 10 is a left and right pull rod, 11 is a rear pull rod, 12 is a sub-sphere, 13 is a through hole for front and rear fixing bolts, 14 is a through hole for left and right fixing bolts, 18 is a front and rear butt joint, 19 is a left and right butt joint, 26 is a universal joint, and 27 is a fixing seat. 901 is a connected rod, 902 is a threaded sleeve, 903 is a screw rod, 904 is a supporting wall, 905 is a sliding sleeve, 906 is an inner slider, 907 is an outer slider, 908 is a sliding rod, 909 is a rear connecting rod, 910 is a spring seat, 911 is a strong spring, 912 is a sensor gasket, 913 is a sensor lead hole, 914 is a concave arc surface, 915 is a convex arc surface, and 916 is a side hole. DETAILED DESCRIPTION

[0031] Embodiment 1: A multi-directional traction bracket is provided on the existing pipeline hanger to form an anti-seismic bracket, and the multi-directional traction rods are designed to have axial adjustment function and elastic self-adjustment function. Figure 1 A pressure sensor is added to the end of the strong spring 911 in the pull rod shown in the figure to collect the pressure change or displacement change of the key parts of the seismic support, and set a threshold value of the change range. When the threshold value is exceeded, an alarm is issued, thereby realizing the early warning function of the seismic support.

[0032] like Figure 1 As shown, the traction ends at both ends of the supporting beam 1 are respectively combined spheres, and the two ends of the supporting beam 1 are respectively installed in the threaded mounting holes 5 of the combined spheres, and the combined spheres are used to connect the various rods, including the traction ends at both ends of the supporting beam, which are respectively hinged to the middle pull rod 9, the left and right pull rods 10 and the rear pull rod 11.

[0033] The combined sphere can realize that each rod of the earthquake-resistant bracket is allowed to swing and adjust. The fixed structure of the combined sphere used in this embodiment, by setting an enlarged ball cavity inside the joint of the combined sphere and matching the sub-sphere 12, can well constrain the connection of each sub-sphere 12, but does not constrain the swing of each rod, so that each rod can rotate or swing independently and freely. This solution is simple and easy to implement, has good use effect, and provides support for the earthquake-resistant bracket to achieve multi-angle adjustment and earthquake resistance.

[0034] See Figure 8-Figure 10 As shown, the combined sphere includes an inner hemisphere 2, an outer left 1 / 4 sphere 3 and an outer right 1 / 4 sphere 4 which are combined and fixed to form a spherical body, so that there are front and rear joints and left and right joints.

[0035] A middle ball cavity 6 is arranged at the front and rear joints 18 just above the supporting crossbeam, and a cavity opening is arranged on the outer side of the middle ball cavity 6, and the cavity opening diameter is smaller than the diameter of the middle ball cavity. A bulging sub-sphere 12 is connected to the lower end of the middle pull rod 9, and the diameter of the sub-sphere 12 is larger than the cavity opening diameter. The sub-sphere 12 at the lower end of the middle pull rod 9 is matched and fitted in the middle ball cavity and can swing freely.

[0036] At the same time, left and right ball cavities 7 are respectively arranged at the front and rear joints 18 located at symmetrical positions on the left and right sides of the middle ball cavity. The outer sides of the left and right ball cavities 7 have cavity openings, and the diameters of the left and right cavity openings are smaller than the diameters of the left and right ball cavities, respectively. The lower ends of the left and right pull rods 10 are connected with bulging sub-spheres 12, and the diameter of the sub-spheres 12 is larger than the diameter of the cavity openings. The sub-spheres 12 at the lower ends of the left and right pull rods are respectively matched and mounted in the left and right ball cavities and can swing freely.

[0037] Furthermore, a rear ball cavity 8 is provided at the left and right joints 19 located directly behind the middle ball cavity. The outer side of the rear ball cavity 8 has a cavity opening, and the cavity opening diameter is smaller than the diameter of the rear ball cavity. The lower end of the rear pull rod 11 is connected with a bulging sub-sphere 12, and the diameter of the sub-sphere 12 is larger than the cavity opening diameter. The sub-sphere 12 at the lower end of the rear pull rod is matched and fitted in the rear ball cavity and can swing freely.

[0038] Furthermore, a convex-concave matching structure can be provided on the combined docking surfaces of the inner hemisphere 2, the outer left 1 / 4 sphere 3 and the outer right 1 / 4 sphere 3, and the convex-concave matching structures of adjacent docking surfaces can be embedded together. The convex-concave connection relationship of adjacent docking surfaces combined with the connection bolt fixation can form a stable spherical body, that is, through bolts are installed in the front and rear fixing bolt through holes 13 and the left and right fixing bolt through holes 14 respectively and tightened and fixed, and attention is paid to sealing or electric welding fixation when necessary.

[0039] Each tie rod (i.e., left and right tie rods and rear tie rod) used in this embodiment includes a conjoined tube, as shown in FIG. Figure 3 , Figure 6 and Figure 7 As shown, one end of the conjoined tube is a screw sleeve 902 and the other end is a support wall 904. Side holes 916 are symmetrically opened on both sides of the conjoined tube to form a structure in which the two ends of the conjoined rod 901 are connected to the screw sleeve 902 and the support wall 904. The screw sleeve 902 is connected with a screw rod 903, and the two sides of the support wall 904 are fixedly connected with a sliding sleeve 905, and the sliding sleeves 905 on both sides are respectively equipped with sliding rods 908. An inner slider 906 is installed in the conjoined tube, and the two sides of the inner slider 906 protrude outside the side holes 916. The inner ends of the sliding rods 908 on both sides are respectively fixed on the two sides of the inner slider 906, and the outer ends of the sliding rods 908 on both sides are distributed and fixed on the two sides of the outer slider 907. The outer slider 907 is fixedly connected to the rear connecting rod 909.

[0040] A strong spring 911 is connected between the inner slider 906 and the support wall 904 , and a sensor gasket 912 is mounted on the inner side of the support wall 904 . A MEMS pressure sensor is mounted on the inner side of the sensor gasket 912 . A sensor lead hole 913 is provided on the support wall 904 .

[0041] In this embodiment, an early warning rod with shock absorption and damping effects is added to the anti-seismic bracket, and a corresponding sensor is installed in the early warning rod to achieve an early warning system that monitors the pressure change or displacement frame of the anti-seismic bracket in real time and issues an early warning. The pressure sensor used in this embodiment preferably adopts a MEMS pressure sensor, and each group of brackets can be further equipped with a MEMS accelerometer or MEMS gyroscope with the MEMS pressure sensor to sense the displacement change of the bracket and issue an early warning. The control system for receiving each pressure sensor and sending it to a speaker or indicator light to provide a warning is a common and well-known technology and will not be described in detail.

[0042] Embodiment 2: A multi-directional traction bracket is provided on the existing pipeline hanger to form an anti-seismic bracket, and the multi-directional traction rods are designed to have axial adjustment function and elastic self-adjustment function, and further some rods are used to apply tensile repulsion by thrust and tension to improve the anti-seismic performance and stability of the overall bracket, for example Figure 2 As shown, a pressure sensor is further added to the end of the strong spring 911 to collect the pressure change or displacement change of the key parts of the anti-seismic support, and a threshold value of the change range is set. When the threshold value is exceeded, an alarm is issued, thereby realizing the anti-seismic support early warning function. Figure 2 As shown, the traction ends at both ends of the supporting beam 1 are respectively combined spheres, and the two ends of the supporting beam 1 are respectively installed in the threaded mounting holes 5 of the combined spheres, and the combined spheres are used to connect the various rods, including the traction ends at both ends of the supporting beam, which are respectively hinged to the middle push rod 9a, the left and right pull rods 10 and the rear pull rod 11.

[0043] The combined sphere can realize that each rod of the earthquake-resistant bracket is allowed to swing and adjust. The fixed structure of the combined sphere used in this embodiment, by setting an enlarged ball cavity inside the joint of the combined sphere and matching the sub-sphere 12, can well constrain the connection of each sub-sphere 12, but does not constrain the swing of each rod, so that each rod can rotate or swing independently and freely. This solution is simple and easy to implement, has good use effect, and provides support for the earthquake-resistant bracket to achieve multi-angle adjustment and earthquake resistance.

[0044] See Figure 8-Figure 10 As shown, the combined sphere includes an inner hemisphere 2, an outer left 1 / 4 sphere 3 and an outer right 1 / 4 sphere 4 which are combined and fixed to form a spherical body, so that there are front and rear joints and left and right joints.

[0045] A middle ball cavity 6 is provided at the front and rear joints 18 located just above the supporting crossbeam. The middle ball cavity 6 has a cavity opening on the outside, and the cavity opening diameter is smaller than the middle ball cavity diameter. The lower end of the middle push rod 9a is connected with a bulging sub-sphere 12, and the diameter of the sub-sphere 12 is larger than the cavity opening diameter. The sub-sphere 12 at the lower end of the middle push rod is matched and fitted in the middle ball cavity and can swing freely.

[0046] At the same time, left and right ball cavities 7 are respectively arranged at the front and rear joints 18 located at the symmetrical positions on the left and right sides of the middle ball cavity. The outer sides of the left and right ball cavities 7 have cavity openings, and the diameters of the left and right cavity openings are respectively smaller than the diameters of the left and right ball cavities. The lower ends of the left and right tie rods 10 are connected with bulging sub-spheres 12, and the diameters of the sub-spheres 12 are larger than the diameters of the cavity openings. The sub-spheres 12 at the lower ends of the left and right tie rods are respectively matched and fitted in the left and right ball cavities and can swing freely. The rear ball cavity 8 is also arranged at the left and right joints 19 located directly behind the middle ball cavity. The outer sides of the rear ball cavity 8 have cavity openings, and the diameters of the cavity openings are smaller than the diameters of the rear ball cavity. The lower ends of the rear tie rods 11 are connected with bulging sub-spheres 12, and the diameters of the sub-spheres 12 are larger than the diameters of the cavity openings. The sub-spheres 12 at the lower ends of the rear tie rods are matched and fitted in the rear ball cavity and can swing freely. A convex-concave matching structure can also be provided on the combined butt joint surfaces of the inner hemisphere 2, the outer left 1 / 4 sphere 3 and the outer right 1 / 4 sphere 3, and the convex-concave matching structures of adjacent butt joint surfaces can be embedded together. The convex-concave connection relationship of adjacent butt joint surfaces combined with the connection bolt fixation can form a stable spherical body, that is, through bolts are installed in the front and rear fixing bolt through holes 13 and the left and right fixing bolt through holes 14 respectively and tightened and fixed, and attention is paid to sealing or electric welding fixation when necessary.

[0047] Each tie rod (i.e., left and right tie rods and rear tie rod) used in this embodiment includes a conjoined tube, as shown in FIG. Figure 3 , Figure 6 and Figure 7 As shown, one end of the conjoined tube is a screw sleeve 902 and the other end is a support wall 904. Side holes 916 are symmetrically opened on both sides of the conjoined tube to form a structure in which the two ends of the conjoined rod 901 are connected to the screw sleeve 902 and the support wall 904. The screw sleeve 902 is connected with a screw rod 903, and the two sides of the support wall 904 are fixedly connected with a sliding sleeve 905, and the sliding sleeves 905 on both sides are respectively equipped with sliding rods 908. An inner slider 906 is installed in the conjoined tube, and the two sides of the inner slider 906 protrude outside the side holes 916. The inner ends of the sliding rods 908 on both sides are respectively fixed on the two sides of the inner slider 906, and the outer ends of the sliding rods 908 on both sides are distributed and fixed on the two sides of the outer slider 907. The outer slider 907 is fixedly connected to the rear connecting rod 909.

[0048] A strong spring 911 is connected between the inner slider 906 and the support wall 904 , and a sensor gasket 912 is mounted on the inner side of the support wall 904 . A MEMS pressure sensor is mounted on the inner side of the sensor gasket 912 . A sensor lead hole 913 is provided on the support wall 904 .

[0049] The middle push rod used in this embodiment includes a conjoined tube, such as Figure 5 One end of the conjoined tube is a screw sleeve 902 and the other end is a support wall 904. Side holes 916 are symmetrically opened on both sides of the conjoined tube to form a structure in which the two ends of the conjoined rod 901 are connected to the screw sleeve 902 and the support wall 904. The screw sleeve 902 is connected with a screw rod 903. Both sides of the support wall 904 are fixedly connected with a sliding sleeve 905. The sliding sleeves 905 on both sides are respectively equipped with sliding rods 908. An inner slider 906 is installed in the conjoined tube. Both sides of the inner slider 906 protrude out of the side holes 916. The inner ends of the two side sliding rods 908 are respectively fixed on the two sides of the inner slider 906, and the outer ends of the two side sliding rods 908 are distributed and fixed on the two sides of the outer slider 907. The outer slider 907 is fixedly connected to the rear connecting rod 909. A strong spring 911 is connected between the outer slider 907 and the supporting wall 904, and a sensor gasket 912 is set on the outer side of the supporting wall 904, and a pressure sensor is set on the inner side of the sensor gasket 912. A sensor lead hole 913 is set on the supporting wall 904. The upper end of the middle push rod is connected to the ceiling, and the middle push rod is used to support the traction end. The upper ends of each pull rod are respectively fixed to the ceiling through an articulated seat (for example, through a universal joint and a connecting fixed seat 27 and the fixed seat is fixed by an expansion wire). The lower ends of the middle push rod and each pull rod are respectively connected to the combined sphere, and each pull rod provides a balanced traction force to the traction end, so that each pull rod forms a repulsive relationship with the middle push rod at its corresponding center, and the signal line of each pressure sensor is connected to the controller or the input end of the cloud system to form an early warning system.

[0050] This embodiment applies thrust to the center of the traction ends at both ends of the supporting beam and applies balanced tension around the thrust at the same time, and utilizes the interaction between the thrust and tension to increase the prestress thrust to the top rod assembly that provides the thrust, and provide prestress tension to the traction components that provide the tension, so that the traction ends at both ends of the supporting beam are in a stress state. When there is swing in this state, the corresponding tensile repulsive force needs to be overcome first. Therefore, this structure can well improve the stability of the supporting beam, thereby improving the stability of the pipeline component.

[0051] This embodiment installs EMES pressure sensors or matching sensors at the pressure parts of each rod containing a strong spring, and can monitor the pressure changes of each pressure part in real time through the control system, and even monitor the displacement changes of each rod. The pressure sensor preferably adopts a MEMS pressure sensor, and each group of brackets can be further equipped with a MEMS accelerometer or MEMS gyroscope along with the MEMS pressure sensor to sense the displacement changes of the bracket and issue an early warning. The control system for receiving each pressure sensor and sending it to a speaker or indicator light to provide an alarm is a common known technology and will not be described in detail. When the amplitude of the change is greater than the set threshold, a warning signal is issued by the controller or cloud monitoring system, thereby providing an automatic early warning function. When the swing amplitude and frequency exceed the tension repulsion limit, the present invention can also provide a buffer through the strong springs provided by each traction component or the top rod assembly to achieve the effect of energy dissipation, so that the stability of the supporting beam and the pipeline component can be further improved.

[0052] Example 3: An early warning rod applied to the earthquake-resistant support early warning system of Example 1 or 2, see Figure 3 and Figure 4 , Figure 6 and Figure 7 As shown, it includes a conjoined tube, one end of which is a screw sleeve 902 and the other end is a support wall 904, and side holes 916 are symmetrically opened on both sides of the conjoined tube to form a structure in which the two ends of the conjoined rod 901 are connected to the screw sleeve 902 and the support wall 904, the screw sleeve 902 is connected with a screw rod 903, and the two sides of the support wall 904 are fixedly connected with a sliding sleeve 905, and the sliding sleeves 905 on both sides are respectively provided with sliding rods 908, and an inner slider 906 is provided in the conjoined tube, and the side holes 916 protrude from the two sides of the inner slider 906. In addition, the inner ends of the sliding rods 908 on both sides are respectively fixed on both sides of the inner sliding block 906, and the outer ends of the sliding rods 908 on both sides are distributed and fixed on both sides of the outer sliding block 907. The outer sliding block 907 is fixedly connected to the rear connecting rod 909, and a strong spring 911 is connected between the inner sliding block 906 and the supporting wall 904, and a sensor gasket 912 is mounted on the inner side of the supporting wall 904, and a MEMS pressure sensor is mounted on the inner side of the sensor gasket 912, and a sensor lead hole 913 is provided on the supporting wall 904.

[0053] Among them, the two inner side surfaces of the connected rod 901 are designed to be concave arc surfaces 914, and the part of the inner sliding block 906 located in the inner cavity of the connected tube contains a convex arc surface 915, and the center of the convex arc surface 915 of the inner sliding block 906 is fitted with the center of the concave arc surface 914 of the corresponding connected rod 901.

[0054] Example 4: An early warning rod used in the earthquake-resistant support early warning system of Example 2, see Figure 4 and Figure 5As shown, it includes a conjoined tube, one end of which is a screw sleeve 902 and the other end is a support wall 904, and side holes 916 are symmetrically opened on both sides of the conjoined tube to form a structure in which the two ends of the conjoined rod 901 are connected to the screw sleeve 902 and the support wall 904, the screw sleeve 902 is connected with a screw rod 903, and the two sides of the support wall 904 are fixedly connected with a sliding sleeve 905, and the sliding sleeves 905 on both sides are respectively provided with sliding rods 908, and an inner slider 906 is provided in the conjoined tube, and the side holes 916 protrude from the two sides of the inner slider 906. In addition, the inner ends of the sliding rods 908 on both sides are respectively fixed on both sides of the inner sliding block 906, and the outer ends of the sliding rods 908 on both sides are distributed and fixed on both sides of the outer sliding block 907. The outer sliding block 907 is fixedly connected to the rear connecting rod 909, and a strong spring 911 is connected between the outer sliding block 907 and the supporting wall 904. A sensor gasket 912 is mounted on the outer side of the supporting wall 904, and a MEMS pressure sensor is mounted on the inner side of the sensor gasket 912. A sensor lead hole 913 is provided on the supporting wall 904.

[0055] The two inner side surfaces of the connected rod 901 of the push rod are also concave arc surfaces 914, and the part of the inner slider 906 located in the inner cavity of the connected tube has a convex arc surface 915, and the center of the convex arc surface 915 of the inner slider 906 is fitted with the center of the concave arc surface 914 of the corresponding connected rod 901.

Claims

1. A seismic support early warning system, comprising a supporting beam and a traction end, characterized in that: The traction ends at both ends of the supporting crossbeam are respectively hinged to the middle push rod, the left and right pull rods and the rear pull rod; each of the pull rods includes a connected tube, one end of the connected tube is a screw sleeve and the other end is a support wall, side holes are symmetrically opened on both sides of the connected tube to form a structure connecting the screw sleeve and the support wall at both ends of the connected rod, a screw rod is connected in the screw sleeve, and sliding sleeves are fixedly connected on both sides of the support wall, and sliding rods are respectively installed in the sliding sleeves on both sides, and an inner sliding block is installed in the connected tube, and both sides of the inner sliding block protrude out of the side holes, the inner ends of the sliding rods on both sides are respectively fixed on both sides of the inner sliding block, and the outer ends of the sliding rods on both sides are distributed with fixed The outer slider is fixed on both sides of the outer slider, which is fixedly connected to the rear connecting rod. A strong spring is connected between the inner slider and the supporting wall, and a sensor gasket is set on the inner side of the supporting wall, and a pressure sensor is set on the inner side of the sensor gasket. The sensor lead hole is set on the supporting wall; the middle push rod includes a conjoined tube, one end of the conjoined tube is a screw sleeve and the other end is a supporting wall. Side holes are symmetrically opened on both sides of the conjoined tube to form a structure in which the screw sleeve and the supporting wall are connected at both ends of the conjoined rod, a screw is connected in the screw sleeve, and sliding sleeves are fixedly connected on both sides of the supporting wall. Sliding rods are respectively set in the sliding sleeves on both sides. An inner slider is sleeved in the conjoined tube, and both sides of the inner slider protrude out of the side holes. The inner ends of the sliding rods on both sides are respectively fixed on both sides of the inner slider, and the outer ends of the sliding rods on both sides are distributed and fixed on both sides of the outer slider. The outer slider is fixedly connected to the rear connecting rod, and a strong spring is connected between the outer slider and the supporting wall. A sensor gasket is sleeved on the outer side of the supporting wall, and a pressure sensor is sleeved on the inner side of the sensor gasket. A sensor lead hole is provided on the supporting wall; the upper end of the middle push rod is connected to the ceiling, and the middle push rod is used to support the traction end; the upper ends of each pull rod are fixed to the ceiling through a hinge seat The middle push rod and the lower ends of each pull rod are respectively connected to the traction end, and each pull rod provides a balanced traction force to the traction end, so that each pull rod forms a repulsive relationship with the middle push rod in its corresponding center, and the signal line of each pressure sensor is connected to the controller or the input end of the cloud system to form an early warning system; the two inner side surfaces of each of the connected rods are concave arc surfaces, and the part of each of the inner sliders located in the inner cavity of the corresponding connected tube contains a convex arc surface, and the center of the convex arc surface of each inner slider is fitted with the center of the concave arc surface of each corresponding connected rod; the pressure sensor adopts a MEMS pressure sensor; The traction ends at both ends of the supporting crossbeam are respectively combined spheres, which include an inner hemisphere, an outer left 1 / 4 sphere and an outer right 1 / 4 sphere, which are combined and fixed to form a spherical body, so that there are front and rear joints and left and right joints. A middle ball cavity is arranged at the front and rear joints located just above the supporting crossbeam, and a cavity opening is arranged on the outer side of the middle ball cavity, and the cavity opening diameter is smaller than the middle ball cavity diameter. A bulging sub-sphere is connected to the lower end of the middle push rod, and the sub-sphere diameter is larger than the cavity opening diameter. The sub-sphere at the lower end of the middle push rod is matched and fitted in the middle ball cavity and can swing freely. Left and right joints are arranged at the front and rear joints located at symmetrical positions on the left and right sides of the middle ball cavity. The ball cavity, the outer sides of the left and right ball cavities are respectively provided with cavity openings, the diameters of the left and right cavity openings are respectively smaller than the diameters of the left and right ball cavities, the lower ends of the left and right pull rods are connected with bulging sub-spheres, the diameters of the sub-spheres are larger than the diameters of the cavity openings, the sub-spheres at the lower ends of the left and right pull rods are respectively matched and fitted in the left and right ball cavities and can swing freely; a rear ball cavity is arranged at the left and right joints located directly behind the middle ball cavity, the outer sides of the rear ball cavity are provided with cavity openings, the diameters of the cavity openings are smaller than the diameters of the rear ball cavity, the lower ends of the rear pull rods are connected with bulging sub-spheres, the diameters of the sub-spheres are larger than the diameters of the cavity openings, the sub-spheres at the lower ends of the rear pull rods are matched and fitted in the rear ball cavity and can swing freely.

2. The earthquake-resistant support early warning system according to claim 1, characterized in that: The combined butt joint surfaces of the inner hemisphere, the outer left 1 / 4 sphere and the outer right 1 / 4 sphere are provided with convex-concave matching structures, and the convex-concave matching structures of adjacent butt joint surfaces can be embedded together.

Citation Information

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