Synchronous coordination anti-seismic support for mechanical and electrical installation

Abstract

The utility model relates to an anti-seismic support, in particular to a synchronous coordination anti-seismic support for mechanical and electrical installation, which comprises an anchoring stand column suspended at the top, and a damping adjusting mechanism is arranged at the bottom of the anchoring stand column. The damping adjusting mechanism comprises an upper spring and a lower spring, and the compression amount of the upper spring and the compression amount of the lower spring can be adjusted through external force, so that the degree of damping force is adjusted. According to the utility model, the compression amounts of the springs at different positions are respectively adjusted, so that the anti-seismic strengths at different positions during installation are different, and the compression amounts of the springs at different positions can be adjusted according to the different anti-seismic strengths, namely, different damping forces are set; meanwhile, the distance between the anchoring position of the ceiling and the electromechanical component is adjustable, so that the anti-seismic strength is increased or reduced by adjusting the distance between the electromechanical component and the ceiling.

Description

TECHNICAL FIELD

[0001] The utility model relates to an anti-seismic support, in particular to a synchronous coordination anti-seismic support for mechanical and electrical installation. BACKGROUND

[0002] When installing the mechanical and electrical assembly, it is often suspended on the top of the building through the anti-seismic support. The anti-seismic support plays a role of hoisting the mechanical and electrical assembly and avoiding secondary injury. When the building collapses due to force majeure, the mechanical and electrical assembly will not fall from the top of the building to cause secondary injury to the human body.

[0003] The existing anti-seismic support is mostly used to avoid the damage caused by the longitudinal wave and transverse wave during the earthquake. The longitudinal wave is in the vertical direction, and the transverse wave is in the horizontal direction. In some non-earthquake situations, such as the situation encountered when the building above vibrates.

[0004] The existing anti-seismic support is often uniformly hoisted during installation. In the natural state, the height of the mechanical and electrical assembly is uniformly unadjustable. According to common sense, the farther from the roof, the greater the swing amplitude, and the higher the activity frequency. Therefore, in the prior art, the height of the anti-seismic support is mostly uniformly unadjustable, and the damping force in the vertical direction is also unadjustable, thus having certain limitations. UTILITY MODEL CONTENT

[0005] The utility model aims at providing a synchronous coordination anti-seismic support for mechanical and electrical installation to solve the problems in the background art.

[0006] To achieve the above-mentioned purpose, the utility model provides the following technical scheme.

[0007] A synchronous coordination anti-seismic support for mechanical and electrical installation comprises an anchor column suspended on the top, and a damping adjustment mechanism is arranged at the bottom of the anchor column.

[0008] The damping adjustment mechanism comprises an upper spring and a lower spring. The upper spring and the lower spring can be adjusted in compression amount by external force, so as to adjust the degree of damping force.

[0009] The synchronous coordination anti-seismic support for mechanical and electrical installation as described above comprises a threaded hole groove formed in the anchor column, a triangular support slidingly arranged at the bottom of the anchor column, and an installation groove corresponding to the anchor column formed in the triangular support.

[0010] The synchronous coordination anti-seismic support for mechanical and electrical installation as described above comprises an upper horizontal plate arranged at the bottom of the triangular support, an upper threaded sleeve arranged at the bottom of the upper horizontal plate, and a convex ring arranged on the inner wall of the upper threaded sleeve.

[0011] The electromechanical installation synchronous coordination anti-seismic support as described above: the inner wall of the upper threaded sleeve is threadedly connected with an upper threaded rod, and the middle of the upper threaded rod is provided with a hollow cavity structure.

[0012] The electromechanical installation synchronous coordination anti-seismic support as described above: the upper threaded sleeve is sleeved with an upper circular column, and the bottom of the upper circular column is above the bottom of the upper threaded rod, the upper spring is sleeved on the surface of the upper threaded sleeve, the bottom of the upper spring abuts against the top of the upper circular column, and the top of the upper spring abuts against the bottom of the upper horizontal plate.

[0013] The electromechanical installation synchronous coordination anti-seismic support as described above: the inside of the upper threaded sleeve is slidably provided with an upper connecting column, and the upper connecting column is also slidably arranged in the inside of the upper threaded rod, the top of the upper connecting column is provided with a convex circle corresponding to the upper convex ring on the inner wall of the upper threaded sleeve, so as to prevent the upper connecting column from falling off from the inside of the upper threaded sleeve.

[0014] The electromechanical installation synchronous coordination anti-seismic support as described above: the upper circular column and the upper connecting column are movably connected through a connecting rod ring, and the bottom of the upper connecting column is provided with a supporting ring for erecting the electromechanical assembly.

[0015] The electromechanical installation synchronous coordination anti-seismic support as described above: the bottom of the upper connecting column is provided with a lower connecting column, and the lower connecting column is movably provided with a lower circular column through another connecting rod ring.

[0016] The electromechanical installation synchronous coordination anti-seismic support as described above: one side of the upper horizontal plate is provided with a connecting frame, the bottom of the connecting frame is provided with a lower horizontal plate, the top of the lower horizontal plate is provided with a lower threaded sleeve, the inner wall of the lower threaded sleeve is provided with a convex ring, the inner wall of the lower threaded sleeve is threadedly provided with a lower threaded rod, the inside of the lower threaded rod is provided with a hollow cavity structure, the lower threaded sleeve and the lower threaded rod are slidably connected with the lower connecting column, the lower spring is sleeved on the surface of the lower threaded sleeve, the surface of the lower threaded sleeve is sleeved with a lower circular column, the top of the lower spring abuts against the bottom of the lower circular column, and the bottom of the lower spring abuts against the top of the lower horizontal plate.

[0017] Compared with the prior art, the electromechanical installation synchronous coordination anti-seismic support has the beneficial effects that: the spring compression amount at different positions is adjusted respectively, so that the anti-seismic strength at different positions during installation is different, the spring compression amount at different positions can be adjusted according to different anti-seismic strengths, that is, different damping forces are set.

[0018] The distance between the anchoring position of the ceiling and the electromechanical assembly is also designed to be adjustable, so that the anti-seismic strength is increased or decreased according to the distance between the electromechanical assembly and the ceiling. Attached Figure Description

[0019] Figure 1 A three-dimensional schematic diagram of the overall structure of the synchronous and coordinated seismic bracing for electromechanical installation.

[0020] Figure 2 A schematic diagram of another aspect of the synchronous and coordinated seismic bracing for electromechanical installation.

[0021] Figure 3 A schematic diagram of the structure of the anchored column and the triangular bracket in the synchronous and coordinated seismic bracing for electromechanical installation.

[0022] Figure 4 A schematic diagram of the damping adjustment mechanism in a synchronous and coordinated seismic bracing system for electromechanical installation.

[0023] Figure 5 A schematic diagram of the internal structure of the damping adjustment mechanism in the synchronous and coordinated seismic bracing for electromechanical installation.

[0024] Figure 6 A schematic diagram of the upper threaded rod and upper circular column in the synchronous and coordinated seismic bracing for electromechanical installation.

[0025] Figure 7 Synchronous and coordinated seismic bracing for electromechanical installation Figure 5 An enlarged structural diagram.

[0026] Figure 8 A schematic diagram showing the position of the upper threaded rod and the upper connecting column in a synchronous and coordinated seismic bracing system for electromechanical installation.

[0027] Figure 9 A schematic diagram of the upper threaded rod in the synchronous and coordinated seismic bracing for electromechanical installation.

[0028] In the diagram: 1. Anchored column; 2. Triangular bracket; 3. Upper horizontal plate; 4. Upper threaded sleeve; 5. Upper threaded rod; 6. Upper annular column; 7. Upper spring; 8. Upper connecting column; 9. Support ring; 10. Lower connecting column; 11. Connecting frame; 12. Lower horizontal plate; 13. Lower threaded sleeve; 14. Lower threaded rod; 15. Lower annular column; 16. Lower spring. Detailed Implementation

[0029] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments.

[0030] Please see Figures 1-9 As an embodiment of this utility model, the electromechanical installation synchronous coordination anti-seismic support includes an anchor column 1 suspended at the top, and a damping adjustment mechanism is provided at the bottom of the anchor column 1.

[0031] The damping adjusting mechanism comprises an upper spring 7 and a lower spring 16, and the compression amount of the upper spring 7 and the lower spring 16 can be adjusted by external force, so as to adjust the damping force.

[0032] In the embodiment, the anti-seismic support is used for connecting and installing the electromechanical assembly during the installation of the electromechanical assembly, so as to avoid secondary damage caused by the earthquake and vibration from the vertical direction in the non-earthquake period.

[0033] The damping adjusting mechanism is arranged at the bottom of the anchoring stand column 1, so as to adjust the damping force; when the damping force is too small and the vibration is too large, the compression amount of the upper spring 7 and the lower spring 16 can be adjusted, so that the upper spring 7 and the lower spring 16 are compressed, and the damping force of the upper spring 7 and the lower spring 16 is increased; when the vibration force from the vertical direction is received, the electromechanical assembly is subjected to a large damping force in the vertical direction, so that the swing of the electromechanical assembly is reduced, and the anti-seismic level of the support is improved.

[0034] As a further scheme of the utility model, the anchor column 1 is provided with a threaded hole groove, and the bottom of the anchor column 1 is slidably provided with a triangular support 2, and the triangular support 2 is provided with a mounting groove corresponding to the anchor column 1.

[0035] In the embodiment, the anchor column 1 and the triangular support 2 are connected and installed by bolts, and the anchor column 1 and the triangular support 2 are designed to be bolted, so that the height of the triangular support 2 can be adjusted. According to common sense, the closer an object is to the ceiling, the smaller the swing in the natural state. Therefore, the anchor column 1 and the triangular support 2 are designed to be bolted, so that the height of the triangular support 2 can be adjusted according to different situations, and the anti-seismic level of the electromechanical assembly is further improved.

[0036] As a further scheme of the utility model, the bottom of the triangular support 2 is provided with an upper horizontal plate 3, the bottom of the upper horizontal plate 3 is provided with an upper threaded sleeve 4, and the inner wall of the upper threaded sleeve 4 is provided with a convex ring.

[0037] In the embodiment, the inside of the upper threaded sleeve 4 is designed to be a convex ring, so as to connect the upper connecting column 8.

[0038] As a further scheme of the utility model, the inner wall of the upper threaded sleeve 4 is threadedly connected with an upper threaded rod 5, and the middle of the upper threaded rod 5 is provided with a hollow cavity structure.

[0039] In this embodiment, the upper threaded rod 5 is designed to be threadedly connected to the inner wall of the upper threaded sleeve 4, that is, the height position of the upper threaded rod 5 on the upper threaded sleeve 4 can be adjusted, so that the height adjustment can be used to press the upper spring 7 to adjust the compression amount and increase or decrease the damping force.

[0040] As a further scheme of the present application, the upper threaded sleeve 4 is sleeved with an upper circular column 6, and the bottom of the upper circular column 6 is above the bottom of the upper threaded rod 5. The upper spring 7 is sleeved on the surface of the upper threaded sleeve 4, the bottom of the upper spring 7 abuts against the top of the upper circular column 6, and the top of the upper spring 7 abuts against the bottom of the upper horizontal plate 3.

[0041] In this embodiment, in combination with the previous embodiment, when the upper threaded rod 5 is rotated, the upper threaded rod 5 slowly moves upward, thereby driving the upper circular column 6 to move upward, the top of the upper circular column 6 thereby presses the upper spring 7, so that the upper spring 7 between the upper horizontal plate 3 and the top of the upper circular column 6 is compressed, and thus the damping force of the upper spring 7 is improved.

[0042] It should be noted that a convex circle is mounted on the outer surface of the upper threaded rod 5, and a convex ring is also mounted on the inner wall of the upper circular column 6. When the upper threaded rod 5 is adjusted, the rotation of the upper threaded rod 5 slowly moves upward by the convex circle to top the convex ring, thereby also topping the upper circular column 6, that is, further compressing the upper spring 7, so that the upper spring 7 has a greater compression amount, that is, a greater damping force.

[0043] As a further scheme of the present application, the inside of the upper threaded sleeve 4 is slidably provided with an upper connecting column 8, and the upper connecting column 8 is also slidably arranged in the inside of the upper threaded rod 5. The top of the upper connecting column 8 is provided with a convex circle corresponding to the convex ring on the inner wall of the upper threaded sleeve 4, so as to prevent the upper connecting column 8 from falling from the inside of the upper threaded sleeve 4.

[0044] In this embodiment, in combination with the third embodiment, the inner wall of the upper connecting column 8 is also provided with a convex circle, which is used to prevent falling from the inside of the upper threaded sleeve 4, so that the upper connecting column 8 and the upper threaded sleeve 4 are movably connected through the cooperation of the convex ring and the convex circle.

[0045] As a further scheme of the present application, the upper circular column 6 and the upper connecting column 8 are movably connected through a connecting rod ring, and the bottom of the upper connecting column 8 is provided with a supporting ring 9, which is used to erect the electromechanical assembly.

[0046] In this embodiment, a connecting rod ring is arranged on one side of the upper connecting column 8 and at the bottom of the upper circular ring column 6, when the mechanical and electrical components inside the support ring 9 vibrate vertically, the support ring 9 drives the upper connecting column 8 to move, the upper connecting column 8 drives the upper circular ring column 6 to move up and down through the connecting rod ring, and the upper circular ring column 6 thus presses the upper spring 7, since the upper spring 7 has a certain damping force, the support ring 9 has the effect of anti-vibration and shock absorption.

[0047] As a further scheme of the present application, the bottom of the upper connecting column 8 is provided with a lower connecting column 10, and the lower connecting column 10 is movably provided with a lower circular ring column 15 through another connecting rod ring.

[0048] In this embodiment, for the same reason, another connecting rod ring is installed on one side of the bottom of the lower connecting column 10, and the connecting rod ring is arranged at the top of the lower circular ring column 15, when the above-mentioned embodiment is combined, when the support ring 9 moves vertically, it will also press the lower spring 16 downward through the other connecting rod ring, thereby having the effect of shock absorption and anti-vibration.

[0049] As a further scheme of the present application, one side of the upper horizontal plate 3 is provided with a connecting frame 11, the bottom of the connecting frame 11 is provided with a lower horizontal plate 12, the top of the lower horizontal plate 12 is provided with a lower threaded sleeve 13, the inner wall of the lower threaded sleeve 13 is provided with a convex ring, the inner wall of the lower threaded sleeve 13 is provided with a lower threaded rod 14, the inside of the lower threaded rod 14 is provided with a hollow cavity structure, the lower threaded sleeve 13 and the lower threaded rod 14 are both in sliding connection with the lower connecting column 10, the lower spring 16 is sleeved on the surface of the lower threaded sleeve 13, the lower threaded sleeve 13 is sleeved with the lower circular ring column 15, the top of the lower spring 16 abuts against the bottom of the lower circular ring column 15, and the bottom of the lower spring 16 abuts against the top of the lower horizontal plate 12.

[0050] In this embodiment, all the above-mentioned embodiments are combined, the working principle of this embodiment is similar to that of the above-mentioned embodiments, except that it is at the bottom of the support ring 9, and all the above-mentioned structures have multiple groups, depending on the horizontal length of the installed mechanical and electrical components, so as to be uniformly distributed according to the length.

[0051] The above-mentioned embodiments are exemplary but not restrictive, and therefore the technical scheme of the present application can be realized in other specific forms without departing from the spirit or basic characteristics of the present application.

Claims

1. A synchronized coordinated seismic brace for mechanical and electrical installations, characterized by, The mechanical and electrical installation synchronous coordination anti-seismic support comprises an anchoring column (1) suspended on the top, and a damping adjusting mechanism is arranged at the bottom of the anchoring column (1); The damping adjusting mechanism comprises an upper spring (7) and a lower spring (16), and the compression amount of the upper spring (7) and the lower spring (16) can be adjusted by external force, so as to adjust the degree of damping force.

2. A synchronously coordinated seismic brace of electro-mechanical installation according to claim 1, characterized in that, A stud groove is formed in the anchoring column (1), and a triangular support (2) is slidably arranged at the bottom of the anchoring column (1), and the triangular support (2) is provided with a mounting groove corresponding to the anchoring column (1).

3. A synchronously coordinated seismic brace of electro-mechanical installation according to claim 2, characterized in that, An upper horizontal plate (3) is arranged at the bottom of the triangular support (2), an upper threaded sleeve (4) is arranged at the bottom of the upper horizontal plate (3), and a convex ring is arranged on the inner wall of the upper threaded sleeve (4).

4. A synchronously coordinated seismic brace of electro-mechanical installation according to claim 3, characterized in that, An upper threaded rod (5) is threadedly connected to the inner wall of the upper threaded sleeve (4), and the middle of the upper threaded rod (5) is provided with a hollow cavity structure.

5. A synchronously coordinated seismic brace of electro-mechanical installation according to claim 3, characterized in that, An upper circular column (6) is sleeved on the upper threaded sleeve (4), the bottom of the upper circular column (6) is above the bottom of the upper threaded rod (5), an upper spring (7) is sleeved on the surface of the upper threaded sleeve (4), the bottom of the upper spring (7) abuts against the top of the upper circular column (6), and the top of the upper spring (7) abuts against the bottom of the upper horizontal plate (3).

6. A synchronously coordinated seismic brace of electro-mechanical installation according to claim 5, characterized in that, An upper connecting column (8) is slidably arranged in the upper threaded sleeve (4) and the upper threaded rod (5), a convex circle corresponding to the convex ring on the inner wall of the upper threaded sleeve (4) is arranged at the top of the upper connecting column (8), so that the upper connecting column (8) is prevented from falling from the inside of the upper threaded sleeve (4).

7. A synchronously coordinated seismic brace of the electromechanical installation according to claim 5 or 6, characterized in that The upper circular column (6) and the upper connecting column (8) are movably connected through a connecting rod ring, a supporting ring (9) is arranged at the bottom of the upper connecting column (8), and the supporting ring (9) is used for erecting a mechanical and electrical component.

8. A synchronously coordinated seismic brace of electro-mechanical installation according to claim 6, characterized in that, A lower connecting column (10) is arranged at the bottom of the upper connecting column (8), and the lower connecting column (10) is movably provided with a lower circular column (15) through another connecting rod ring.

9. A synchronously coordinated seismic brace of electro-mechanical installation according to claim 3, characterized in that, A connecting frame (11) is arranged on one side of the upper horizontal plate (3), a lower horizontal plate (12) is arranged at the bottom of the connecting frame (11), a lower threaded sleeve (13) is arranged at the top of the lower horizontal plate (12), a convex ring is arranged on the inner wall of the lower threaded sleeve (13), a lower threaded rod (14) is threadedly arranged on the inner wall of the lower threaded sleeve (13), the inside of the lower threaded rod (14) is provided with a hollow cavity structure, the lower threaded sleeve (13) and the lower threaded rod (14) are slidably connected with the lower connecting column (10), a lower spring (16) is sleeved on the surface of the lower threaded sleeve (13), the surface of the lower threaded sleeve (13) is sleeved with the lower circular column (15), the top of the lower spring (16) abuts against the bottom of the lower circular column (15), and the bottom of the lower spring (16) abuts against the top of the lower horizontal plate (12).

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