A limiting device of a steel wire rope coil based shock insulation structure

Abstract

The application provides a limiting device of a steel wire rope coil based isolation structure and belongs to the technical field of isolation structures. The isolation structure comprises an upper structure beam and a lower structure beam, the upper structure beam and the lower structure beam are respectively provided with embedded parts, the bottom of the upper structure beam and the top of the lower structure beam are respectively provided with a plurality of groups of oppositely arranged connecting pieces, the connecting pieces are fixedly connected with the embedded parts, and a steel wire rope coil is arranged between each group of oppositely arranged connecting pieces and passes through the connecting pieces. The application utilizes the strong tensile capacity of the steel wire rope. When the isolation structure has a large displacement under a rare earthquake, the steel wire rope coil is taut, thereby restricting the displacement of the isolation structure and preventing the collision between the isolation structure and the isolation trench.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of shock isolation structure, and in particular to a limiting device of a shock isolation structure based on a steel wire coil. BACKGROUND

[0002] Earthquake is a great threat to people's life and property safety, and the application and popularization of shock isolation technology and energy dissipation technology can better cope with earthquakes. Meanwhile, shock isolation technology is widely used in industrial equipment to control vibration and noise during operation of the industrial equipment.

[0003] Shock isolation technology adds a layer of shock isolation device at the bottom of a building to concentrate the displacement generated during an earthquake in the shock isolation layer with smaller stiffness, and converts the energy released by the earthquake into kinetic energy of the overall structure for dissipation. Since the shock isolation structure needs to concentrate displacement in the shock isolation layer, a shock isolation trench is usually set around the building according to the displacement requirement. Generally, the width of the shock isolation trench is usually greater than the displacement that may occur in the shock isolation layer. However, in some special cases, such as extremely rare earthquakes exceeding the shock isolation design, near-fault earthquakes with large energy release, the occurrence of such special cases may cause the shock isolation structure to collide with the shock isolation trench.

[0004] In order to avoid the above situation, the present application provides a limiting device of a shock isolation structure based on a steel wire coil to solve the above problems. SUMMARY

[0005] The present application aims to provide a limiting device of a shock isolation structure based on a steel wire coil, which utilizes the strong tensile strength of the steel wire to tighten the steel wire coil when a large displacement occurs in the shock isolation structure under a rare earthquake, thereby restricting the displacement of the shock isolation structure and preventing the shock isolation structure from colliding with the shock isolation trench.

[0006] The present application provides a limiting device of a shock isolation structure based on a steel wire coil, comprising: an upper structure beam and a lower structure beam, wherein the upper structure beam and the lower structure beam are respectively provided with embedded parts, the bottom of the upper structure beam and the top of the lower structure beam are respectively provided with a plurality of groups of oppositely arranged connecting pieces, the connecting pieces are fixedly connected with the embedded parts, and a steel wire coil is arranged between each group of oppositely arranged connecting pieces.

[0007] Preferably, the connecting piece comprises a connecting ring and a mounting base, the connecting ring is integrally connected with the surface of the mounting base, and the mounting base is detachably connected with the embedded part through a fastening screw.

[0008] Preferably, the steel wire coil is a seamless steel wire coil, and the connecting ring is welded with the mounting base after being sleeved with the steel wire coil.

[0009] Preferably, the axis of the steel wire rope coil is parallel to the bottom surface of the upper structure beam and the top surface of the lower structure beam.

[0010] Preferably, the mounting base is square in cross section, and a fixing hole is formed at each corner of the mounting base, the fastening screw passes through the fixing hole and is detachably connected with the embedded part.

[0011] Preferably, the embedded part comprises a positioning plate and a steel bar anchor connected with the positioning plate, the mounting bases are uniformly arranged on the surface of the positioning plate and are detachably connected with the positioning plate through the fastening screw.

[0012] Preferably, bolt holes are pre-provided on the positioning plate for detachable connection with the fastening screw.

[0013] Preferably, the steel bar anchor is connected with the positioning plate perpendicularly, and after the embedded part is poured, the surface of the mounting base is flush with the bottom surface of the upper structure beam or the top surface of the lower structure beam.

[0014] Preferably, the connecting ring is in the shape of a semicircular ring, and after the steel wire rope coil is pre-connected with the connecting ring corresponding to the bottom of the upper structure beam and the top of the lower structure beam, the connecting ring is welded with the mounting base.

[0015] Preferably, the number of the steel wire rope coils is at least two groups, and the axes of the steel wire rope coils in each group are parallel and arranged at the same height.

[0016] The technical scheme of the present application comprises a plurality of groups of steel wire rope coils arranged in the structural isolation layer, the top and bottom of each steel wire rope coil is connected with the connecting piece on the surface of the upper structure beam and the lower structure beam respectively, and the strong tensile capacity of the steel wire rope is utilized, so that when the isolation structure has a large displacement under a rare earthquake, the steel wire rope coil is taut, thereby restricting the displacement of the isolation structure and preventing the collision between the isolation structure and the isolation trench, and the present application can be applied to the field of building isolation technology under extremely rare earthquakes. BRIEF DESCRIPTION OF DRAWINGS

[0017] In order to more clearly illustrate the specific embodiments of the present application or the technical scheme in the prior art, the drawings needed in the following specific embodiment or prior art description will be briefly introduced. Obviously, the drawings in the following description are some embodiments of the present application, and other drawings can be obtained by those skilled in the art without creative labor.

[0018] Figure 1 It is a schematic view of the arrangement of the limiting device of the isolation structure of the present application.

[0019] Figure 2Front view schematic diagram of the limiting device of the shock insulation structure of the present application;

[0020] Figure 3 Front view schematic diagram of the limiting device of the shock insulation structure of the present application;

[0021] Figure 4 Structure schematic diagram of the steel wire rope coil in the limiting device of the present application;

[0022] Figure 5 Installation schematic diagram of the pre-embedded part and the connecting part in the present application;

[0023] Figure 6 Front view schematic diagram of the installation of the pre-embedded part and the connecting part in the present application;

[0024] Figure 7 Side view schematic diagram of the installation of the pre-embedded part and the connecting part in the present application;

[0025] Figure 8 Structure schematic diagram of the connecting part in the present application.

[0026] Explanation of reference signs:

[0027] 1: upper structure beam; 2: steel wire rope coil; 3: connecting part; 301: connecting ring; 302: installation base; 303: fixing hole; 4: lower structure beam; 5: pre-embedded part; 501: positioning plate; 502: steel reinforcement anchoring part. DETAILED DESCRIPTION

[0028] The technical solutions of the present application will be described clearly and completely below in conjunction with the embodiments. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all the other embodiments obtained by those skilled in the art without creative labor fall within the protection scope of the present application.

[0029] In the description of the present application, it should be understood that the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and do not 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.

[0030] In addition, the terms "first", "second", "third", etc. are used only for descriptive purposes and are not to be construed as indicating or implying relative importance or an ordered ranking of the indicated technical features. Thus, features defined with "first", "second" or "third" can include one or more of the features implicitly or explicitly. In the description of the present application, the meaning of "a plurality of" is two or more, unless otherwise explicitly specified. In addition, the terms "mounting", "connecting", "connection" should be interpreted broadly, for example, it can be fixed connection, or detachable connection, or integrally connected; it can be mechanical connection, or electrical connection; it can be directly connected, or indirectly connected through an intermediate medium, or internal communication of two elements. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.

[0031] The application provides a limiting device based on a steel wire rope coil shock isolation structure, which can be applied to the technical fields of building shock isolation under extremely rare earthquakes, vibration control of precision instruments and vibration-sensitive medical equipment instruments in industrial plants, and noise control of fan equipment and refrigeration plant heat exchange stations in industrial plants, so as to realize vibration reduction and noise reduction. The present embodiment takes building shock isolation as an example to illustrate the structure.

[0032] As shown in Figures 1-8 The limiting device based on a steel wire rope coil shock isolation structure provided by the present embodiment comprises an upper structure beam 1 and a lower structure beam 4, and a pre-embedded part 5 is arranged in each of the upper structure beam 1 and the lower structure beam 4. A plurality of groups of connecting parts 3 are arranged on the bottom of the upper structure beam 1 and the top of the lower structure beam 4 respectively, and the connecting parts 3 are fixedly connected with the pre-embedded parts 5. A steel wire rope coil 2 passes through each group of connecting parts 3, and the steel wire rope coil 2 has no interface gap. The steel wire rope has strong tensile capacity, and the steel wire rope coil is taut when the shock isolation structure has large displacement under extremely rare earthquakes, so as to constrain the displacement of the shock isolation structure and prevent the shock isolation structure from colliding with the shock isolation trench, and meanwhile, the transmission of noise to the structure is weakened.

[0033] In the present embodiment, the connecting part 3 comprises a connecting ring 301 and a mounting base 302. The connecting ring 301 is in the shape of a semicircular ring. After the steel wire rope coil 2 is pre-connected with the corresponding connecting ring 3 on the bottom of the upper structure beam 1 and the top of the lower structure beam 4, the two ends of the connecting ring 301 are integrally connected with the surface of the mounting base 302 by welding. The cross section of the mounting base 302 is square, and a fixing hole 303 is arranged at each corner of the mounting base 302. A fastening screw passes through the fixing hole 303 and is detachably connected with the pre-embedded part 5.

[0034] In the embodiment, the steel wire rope coil 2 is a seamless steel wire rope coil, which is twisted by a plurality of steel wire ropes, and is sleeved with two connecting rings 301 in advance, and then the two connecting rings 301 are welded with the corresponding mounting bases 302 of the bottom of the upper structure beam 1 and the top of the lower structure beam 4 respectively, so as to arrange the steel wire rope coil 2 between the bottom of the upper structure beam 1 and the top of the lower structure beam 4. The axis of each steel wire rope coil 2 is parallel to the bottom surface of the upper structure beam 1 and the top surface of the lower structure beam 4.

[0035] In the embodiment, the embedded part 5 includes a positioning plate 501 and a reinforcing anchor 502 connected vertically thereto, and the mounting bases 302 of the connecting pieces 3 are uniformly arranged on the surface of the positioning plate 501 and are detachably connected with the positioning plate 501 through fastening screws. The positioning plate 501 is provided with bolt holes for detachable connection with the fastening screws. After the formwork is arranged outside the embedded part 5 and the concrete is poured, the surface of the mounting base 302 is flush with the bottom surface of the upper structure beam 1 or the top surface of the lower structure beam 4, and only the connecting ring 301 is located outside the upper structure beam 1 or the lower structure beam 4.

[0036] In the embodiment, the number of the steel wire rope coils 2 is at least two groups, the axes of the steel wire rope coils 2 in each group are parallel and arranged at the same height, and the two groups of steel wire rope coils 2 are arranged in parallel, so as to provide greater limiting capacity and prevent the isolation structure from colliding with the isolation trench.

[0037] Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present application, and not to limit them; although the present application has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that they can still modify the technical solutions recorded in the foregoing embodiments, or make equivalent replacement for part or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the embodiments of the present application.

Claims

1. A limiter for a wire rope coil based seismic isolation structure, characterized by, The utility model relates to a kind of embedded parts, and the utility model discloses a kind of embedded parts, which are arranged in upper structure beam and lower structure beam respectively, the bottom of the upper structure beam and the top of the lower structure beam are respectively provided with a plurality of sets of oppositely arranged connecting pieces, the connecting pieces are fixedly connected with the embedded parts, the connecting pieces are arranged in each set of oppositely arranged steel wire rope coil, the connecting pieces include connecting ring and mounting base, the connecting ring is integrally connected with the surface of the mounting base, the mounting base is detachably connected with the embedded parts by fastening screw, the cross section of the mounting base is square, the mounting base is provided with fixing hole at four corners respectively, the fastening screw passes through the fixing hole, and is detachably connected with the embedded parts, the embedded parts include positioning plate and steel bar anchor, the mounting base is evenly arranged on the surface of the positioning plate, and is detachably connected with the positioning plate by the fastening screw. The steel wire rope coil is seamless steel wire rope coil, the connecting ring is sleeved with the steel wire rope coil, and the connecting ring is welded with the mounting base.

2. The wire rope coil based isolation structure limiter according to claim 1, wherein The axis of the steel wire rope coil is parallel to the bottom surface of the upper structure beam and the top surface of the lower structure beam.

3. The wire rope coil based isolation structure limiting device according to claim 1, characterized in that, The positioning plate is provided with bolt hole that can be detachably connected with the fastening screw.

4. The wire rope coil based isolation structure limiting device according to claim 1, characterized by, The steel bar anchor is connected with the positioning plate vertically, and the surface of the mounting base is flush with the bottom surface of the upper structure beam or the top surface of the lower structure beam after the embedded parts are poured.

5. The wire rope coil based isolation structure limiting device according to claim 1, characterized by, The connecting ring is semicircular, and the connecting ring is welded with the mounting base after the steel wire rope coil is pre-sleeved with the corresponding connecting ring of the bottom of the upper structure beam and the top of the lower structure beam.

6. The wire rope coil based isolation structure limiting device according to claim 2, wherein The number of the steel wire rope coil is at least two sets, and the axis of each set of the steel wire rope coil is parallel and arranged at the same height.

7. The wire rope coil based isolation structure limiting device according to claim 3, characterized by, ​

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