A combined vibration damping device for steel frame floating platform

By combining a steel frame with a floating platform, the structural flatness and strength issues of conventional vibration damping devices are solved, achieving efficient vibration damping and convenient installation, and extending the service life of the equipment.

CN224943316UActive Publication Date: 2026-11-06SHEN ZHEN SHI JIN ZHONG JI TUAN GU FEN YOU XIAN GONG SI
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Patent Information

Application Number
CN202521937790.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-09-09
Publication Date
2026-11-06
Estimated Expiration
2035-09-09

AI Technical Summary

Technical Problem

In existing building construction, the secondary pouring of foundations for conventional vibration damping devices can easily lead to poor structural flatness, insufficient strength, and easy cracking, thus affecting the vibration damping effect of the equipment.

Method used

The design adopts a combination of steel frame and floating platform, replacing the traditional foundation with a prefabricated steel frame, and combining adjustable supports and movable adjustment structure to achieve independent height adjustment and flexible adjustment.

Benefits of technology

It improves the reliability, ease of installation, and precision of adjustment of vibration damping devices, extends the service life of equipment, avoids secondary repairs and concrete consumption, and enhances construction safety.

✦ Generated by Eureka AI based on patent content.

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Abstract

A combined vibration damping device with a steel frame floating platform includes a floating platform, a steel structural frame, and adjustable supports. The floating platform connects to a base surface. The steel structural frame includes first and second type steel sections, multiple of which are connected to form the steel structural frame, which has multiple first mounting positions. Multiple adjustable supports are connected to the multiple first mounting positions for independent height adjustment of each support point. One side of the steel structural frame is connected to the floating platform, and the multiple first mounting positions are located on the side away from the floating platform. Each adjustable support includes an adjustable support body and a movable adjustment structure. The adjustable support body is connected to the first mounting position, and the movable adjustment structure is connected to the adjustable support body and abuts against the contact surface of the device for height adjustment. This structural design improves the reliability of the vibration damping device, ease of installation, and extends the service life of the equipment.
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Description

Technical Field

[0001] This utility model belongs to the technical field of vibration reduction devices for buildings, and particularly relates to a combined vibration reduction device for a steel frame floating platform. Background Technology

[0002] During building construction, the installation of large electromechanical equipment on the roof and equipment floor is carried out in order to avoid large vibrations during operation, which could lead to equipment instability and damage to the building structure. Therefore, in order to implement vibration reduction and noise reduction management, the conventional practice is to use a floating platform with structural strip foundations and vibration dampers for vibration reduction.

[0003] However, in conventional practices, vibration reduction and noise reduction using floating platforms are often necessary for some equipment due to pipe connection requirements. In such cases, the floating platform requires secondary casting of strip or column foundations on the original foundation. This conventional practice of casting concrete foundations in place can easily lead to poor structural flatness and the need for secondary repairs after casting, making it impossible to guarantee strength. Furthermore, cracking is likely to occur later, affecting the vibration reduction effect on the equipment. Therefore, this utility model proposes a new solution to the above-mentioned technical problems. Utility Model Content

[0004] The purpose of this utility model is to provide a combined vibration damping device with a steel frame and a floating platform. The combined structure design of the steel frame and the floating platform improves the reliability of the vibration damping device, enhances the convenience and flexibility of the installation, improves the adjustment accuracy and environmental friendliness of the device, and extends the service life of the equipment.

[0005] Based on this, the present invention provides a combined vibration damping device for a steel frame floating platform, comprising: Floating platform, used to connect to the base surface; A steel structure frame, comprising a first type of steel and a second type of steel, wherein multiple first type of steel and second type of steel are connected to form the steel structure frame, and the steel structure frame is provided with multiple first mounting positions; Adjustable supports, wherein multiple adjustable supports are connected to multiple first mounting positions, for independent height adjustment of each support point of the equipment; The steel structure frame is connected to the floating platform on one side, and multiple first mounting positions are located on the other side away from the floating platform. The adjustable support includes an adjustable support body and a movable adjustment structure for adjusting the height. The adjustable support body is connected to the first mounting position. The movable adjustment structure is connected to the adjustable support body and abuts against the contact surface of the equipment for height adjustment.

[0006] As described above, a combined vibration damping device for a steel frame floating platform includes a movable adjustment structure comprising a first adjustment plate for contacting the equipment, a guide support rod assembly for guiding and limiting, a movable adjustment rod assembly for fine-tuning, a second adjustment plate for limiting the movable adjustment rod assembly, and an elastic connecting member assembly for buffering. One end of the guide support rod assembly is connected to the first adjustment plate, and the other end is connected to the adjustable support body. One end of the elastic connecting member assembly is connected to the adjustable support body, and the other end is connected to the second adjustment plate. One end of the guide support rod assembly is connected to the first adjustment plate, and the other end is movably connected to the second adjustment plate, allowing for elastic adjustment of the first adjustment plate.

[0007] As described above, a combined vibration damping device for a steel frame floating platform includes a movable adjusting rod group comprising a first movable adjusting rod, a second movable adjusting rod, a first adjusting member, and a second adjusting member. One end of the first and second movable adjusting rods is connected to the first adjusting plate, and the other end is movably connected to the second adjusting plate. The first and second adjusting members are rotatably connected to the first and second movable adjusting rods, respectively, to adjust the relative distance between the first and second adjusting plates.

[0008] As described above, a combined vibration damping device for a steel frame floating platform includes a first adjusting member and a second adjusting member disposed opposite to the elastic connecting member assembly on both sides of a second adjusting plate. The second adjusting plate is provided with movable adjusting holes for movably connecting the first movable adjusting rod and the second movable adjusting rod, and an elastic limiting groove on the side facing the elastic connecting member assembly. The two movable adjusting holes are disposed opposite to each other on the second adjusting plate, and the elastic limiting groove is used to lock one end of the elastic connecting member assembly into the limiting position.

[0009] As described above, a combined vibration damping device for a steel frame floating platform includes a first plate layer for connecting the steel structure frame and a second plate layer for connecting to a base surface; one side of the second plate layer is connected to the base surface, and the first plate layer is connected to the side of the second plate layer away from the base surface.

[0010] As described above, a combined vibration damping device for a steel frame floating platform includes a first plate layer comprising a first plate layer body and a pre-embedded steel plate for connection to the steel structure frame; the pre-embedded steel plate is embedded and connected within the first plate layer body and is used for vertical installation of the first steel profile.

[0011] As described above, a combined vibration damping device for a steel frame floating platform includes a waterproofing ramp; along a direction perpendicular to the first steel section, the first plate layer is also provided with an outwardly extending waterproof sealing part, the waterproof sealing part and the end of the second plate layer form a sealed waterproof position, and the ramp is disposed within the sealed waterproof position.

[0012] As described above, a combined vibration damping device for a steel frame floating platform includes a sound insulation plate for vibration damping along a direction perpendicular to the first steel section. The sound insulation plate is located on the inner side of the inverted sill.

[0013] As described above, a combined vibration damping device for a steel frame floating platform further includes a waterproof sealing gasket disposed between the waterproof sealing part and the anti-sill.

[0014] As described above, in a combined vibration damping device for a steel frame floating platform, the first steel section and the second steel section are either H-beams or I-beams.

[0015] The beneficial effects of this utility model are as follows: This solution employs a combined steel frame and floating platform structural design. By replacing traditional secondary cast-in-place strip or column foundations with a precast steel frame, it not only allows for one-time molding in the factory, ensuring structural flatness and overall strength, avoiding cracking risks caused by secondary repairs, and reducing concrete usage, but also allows for multiple primary installation positions on the steel frame. This facilitates the flexible arrangement of multiple adjustable supports according to the actual size of the equipment, enabling minor and relatively independent adjustments for different equipment and their connecting pipe requirements. This prevents excessive local stress from being transferred to the overall equipment, effectively isolating the direct impact of local deformation of the floating platform slab on the equipment, shortening the on-site construction period, and enhancing the safety of the vibration damping device. Simultaneously, the steel frame and adjustable supports form an integrated load-bearing system, effectively preventing the transmission of vibrations generated during equipment operation to the building structure. This achieves the effects of improving the reliability of the vibration damping device, enhancing the convenience and flexibility of its installation, improving the adjustment accuracy of the vibration damping device, improving environmental friendliness, and extending the service life of the equipment. Attached Figure Description

[0016] To more clearly illustrate the technical solutions in the embodiments of this application, the accompanying drawings used in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings described below are only some embodiments of this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0017] Figure 1 This is a schematic diagram of the structure of an embodiment of the present utility model; Figure 2 For the corresponding Figure 1 Enlarged view of the A-section structure; Figure 3 For the corresponding Figure 1 Enlarged view of the structure of section B; Figure 4For the corresponding Figure 3 Enlarged view of the structure of part D; Figure 5 For the corresponding Figure 1 Enlarged view of the C-section structure.

[0018] In the diagram: 1-Floating platform, 11-First slab layer, 111-First slab layer body, 112-Embedded steel plate, 113-Waterproof sealing part, 12-Second slab layer, 13-Reverse curb, 14-Sound insulation board, 15-Sealing gasket, 16-Waterproof silicone sealant; 2-Steel structure frame, 21-First steel section, 22-Second steel section, 23-First installation position; 3-Adjustable support, 31-Adjustable support body, 311-Limiting sleeve, 312-Elastic fastening groove 32-Modular adjustment structure; 321-First adjustment plate; 3221-First guide support rod; 3222-Second guide support rod; 3231-First movable adjustment rod; 3232-Second movable adjustment rod; 3233-First adjustment component; 3234-Second adjustment component; 3235-Limiting shim; 324-Second adjustment plate; 3242-Elastic limiting groove; 3251-First elastic connector; 3252-Second elastic connector; 5-Base surface. Detailed Implementation

[0019] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0020] like Figures 1 to 5 As shown, this utility model embodiment provides a combined vibration damping device for a steel frame floating platform, comprising: The system comprises a floating platform 1, a steel frame 2, and adjustable supports 3. The floating platform 1 is used to connect to the base surface 5. The steel frame 2 includes first steel sections 21 and second steel sections 22, with multiple first steel sections 21 and second steel sections 22 connected to form the steel frame 2. The steel frame 2 has multiple first mounting positions 23. Multiple adjustable supports 3 are connected to multiple first mounting positions 23 for independent height adjustment of each support point of the equipment. One side of the steel frame 2 is connected to the floating platform 1, and the multiple first mounting positions 23 are located on the other side away from the floating platform 1. The adjustable supports 3 include an adjustable support body 31 and a movable adjustment structure 32 for height adjustment. The adjustable support body 31 is connected to the first mounting position 23. The movable adjustment structure 32 is connected to the adjustable support body 31 and abuts against the contact surface of the equipment for height adjustment.

[0021] In this embodiment of the utility model, the base surface 5 is a structural floor slab or ground. The installation direction of the first steel section 21 is perpendicular to the base surface 5, and the installation direction of the second steel section 22 is parallel to the base surface 5. The steel structure frame 2 is formed by connecting multiple first steel sections 21 and second steel sections 22 by welding or bolting. When welding is used, the first steel sections 21 and second steel sections 22 are non-detachable to form a stable lattice support system, enhancing the support stability of the vibration damping device and making it suitable for applications that do not require frequent disassembly. When bolting is used, multiple first bolt connection holes are provided on the first steel sections 21 and second steel sections 22, and then multiple first steel sections 21 and second steel sections 22 are connected to form the steel structure frame 2 by bolts, so that it can be disassembled after use, enhancing the flexibility of the vibration damping device, the convenience of later maintenance, and the convenience of transportation. It is suitable for applications that require frequent disassembly. In actual application, the appropriate method can be flexibly selected according to the application, effectively enhancing the convenience of using the vibration damping device.

[0022] In this embodiment of the invention, by using a precast steel frame 2 to replace the traditional secondary cast-in-place strip foundation or column foundation, it can not only be formed in the factory in one go, ensuring structural flatness and overall strength, avoiding the risk of cracking caused by secondary repairs and reducing the amount of concrete used, but also by setting multiple first installation positions 23 on the steel frame 2, it is convenient to flexibly arrange multiple adjustable supports 3 according to the actual size of the equipment, so as to make small and relatively independent adjustments for different equipment and their connecting pipe requirements, avoiding the transmission of excessive local stress to the whole equipment, effectively isolating the direct impact of local deformation of the floating platform 1 on the equipment, shortening the on-site construction cycle and enhancing the safety of the vibration damping device; at the same time, the steel frame 2 and the adjustable supports 3 form an integral force-bearing system, effectively blocking the transmission of vibration generated during equipment operation to the building structure, thereby improving the reliability of vibration damping, enhancing the convenience and flexibility of vibration damping device installation, improving the accuracy of vibration damping device adjustment, environmental protection, and extending the service life of the equipment.

[0023] In this embodiment of the present invention, the first mounting position 23 is located on the side of the steel structure frame 2 away from the base surface 5. The adjustable support body 31 can be connected to the first mounting position 23 by welding or bolting. Preferably, when using bolting, multiple second bolt connection holes are provided in the first mounting position 23 and the adjustable support body 31, so as to realize the detachable connection of the adjustable support 3 to the first mounting position 23, thereby improving the convenience of installation and disassembly of the adjustable support 3. The movable adjustment structure 32 is connected to the adjustable support body 31. By abutting against the contact surface of the equipment, it repairs or corrects the difference in support point elevation caused by the local settlement of the floating platform 1 or the deformation of the steel structure frame 2 itself, thereby effectively ensuring the horizontality and verticality of the equipment during operation, so as to reduce the generation and transmission of vibration.

[0024] In this embodiment of the utility model, when it is necessary to support a large area of ​​equipment, multiple vibration damping devices can be set up independently in blocks for support, or the floating platform 1 of each vibration damping device can be connected by flexible connectors so that the irregular vibrations generated by each vibration damping device during the operation of multiple devices can be adjusted relatively independently and slightly by each adjustable support 3, thereby avoiding stress concentration and transmission and enhancing the support stability of the equipment.

[0025] Specifically, the movable adjustment structure 32 includes a first adjustment plate 321 for contacting the equipment, a guide support rod assembly for guiding and limiting, a movable adjustment rod assembly for fine adjustment, a second adjustment plate 324 for limiting the movable adjustment rod assembly, and an elastic connecting member assembly for buffering; one end of the guide support rod assembly is connected to the first adjustment plate 321, and the other end is connected to the adjustable support body 31; one end of the elastic connecting member assembly is connected to the adjustable support body 31, and the other end is connected to the second adjustment plate 324; one end of the guide support rod assembly is connected to the first adjustment plate 321, and the other end is movably connected to the second adjustment plate 324, so as to elastically adjust the first adjustment plate 321.

[0026] In this embodiment of the invention, one end of the guide support rod assembly is fixedly connected to the first adjusting plate 321, and the other end is slidably connected within the adjustable support body 31, thereby guiding and limiting the first adjusting plate 321 in a direction perpendicular to the base plane 5, enhancing the stability of the support of the first adjusting plate 321; one end of the movable adjusting rod assembly is fixedly connected to the first adjusting plate 321, and the other end passes through the second adjusting plate 324. By adjusting the movable adjusting rod assembly, the first adjusting plate 321 is moved relatively away from or relatively closer to the second adjusting plate 324 to adjust the support point of the equipment, thereby achieving... The system can repair or correct the elevation differences of support points caused by local settlement of the floating platform 1 or deformation of the steel frame 2 to reduce vibration. One end of the elastic connector assembly is connected to the adjustable support body 31, and the other end is elastically connected to the second adjustment plate 324 to form an elastic buffer support for the first adjustment plate 321 and to make relatively independent, small floating adjustments to the equipment. At the same time, by compressing or releasing the elastic connector assembly, the first adjustment plate 321 can be raised or lowered, thereby precisely controlling the height of each support point to ensure stable operation of the equipment and extend the service life of the vibration damping device.

[0027] In this embodiment of the present invention, the adjustable support body 31 is provided with a limiting sleeve 311 for limiting the guide support rod assembly, and the two limiting sleeves 311 are connected to each other on both sides of the adjustable support body 31; the guide support rod assembly includes a first guide support rod 3221 and a second guide support rod 3222, the first guide support rod 3221 and the second guide support rod 3222 are respectively slidably connected in the two limiting sleeves 31 to ensure the smooth adjustment of the first adjusting plate 321.

[0028] Furthermore, the movable adjustment rod assembly includes a first movable adjustment rod 3231, a second movable adjustment rod 3232, a first adjustment member 3233, and a second adjustment member 3234. One end of the first movable adjustment rod 3231 and the second movable adjustment rod 3232 are connected to the first adjustment plate 321, and the other end is movably connected to the second adjustment plate 324. The first adjustment member 3233 and the second adjustment member 3234 are rotatably connected to the first movable adjustment rod 3231 and the second movable adjustment rod 3232, respectively, to adjust the relative distance between the first adjustment plate 321 and the second adjustment plate 324.

[0029] In this embodiment of the present invention, the first movable adjusting rod 3231 and the second movable adjusting rod 3232 are preferably threaded adjusting rods, and the first adjusting member 3233 and the second adjusting member 3234 are preferably nuts. By rotating the first adjusting member 3233 and the second adjusting member 3234, the first adjusting plate 321 is moved away from or closer to the second adjusting plate 324 by the first movable adjusting rod 3231 and the second movable adjusting rod 3232, thereby adjusting the various support points of the equipment and improving the convenience of adjusting the vibration damping device.

[0030] In this embodiment of the utility model, the movable adjusting rod assembly further includes limiting shims 3235. Two limiting shims 3235 are respectively sleeved on the first movable adjusting rod 3231 and the second movable adjusting rod 3232, and the two limiting shims 3235 are respectively disposed between the first adjusting member 3233, the second adjusting member 3234 and the second adjusting plate 324, so that the two limiting shims 3235 respectively abut against the second adjusting plate 324, effectively improving the levelness of the second adjusting plate 324 during the adjustment process and improving the accuracy of the vibration damping device adjustment.

[0031] Furthermore, the first adjusting member 3233 and the second adjusting member 3234 are disposed opposite to the elastic connecting member assembly on both sides of the second adjusting plate 324. The second adjusting plate 324 is provided with movable adjusting holes for the first movable adjusting rod 3231 and the second movable adjusting rod 3232 to be movably connected, and an elastic limiting groove 3242 is provided on the side facing the elastic connecting member assembly. The two movable adjusting holes are disposed opposite to each other on the second adjusting plate 324, and the elastic limiting groove 3242 is used to lock one end of the elastic connecting member assembly into the limiting position.

[0032] In this embodiment of the present invention, the first movable adjusting rod 3231 and the second movable adjusting rod 3232 pass through the second adjusting plate 324 through the two movable adjusting holes; the first adjusting member 3233 and the second adjusting member 3234 are disposed opposite to the elastic connecting member group on both sides of the second adjusting plate 324, so that by rotating the first adjusting member 3233 and the second adjusting member 3234, the second adjusting plate 324 can be driven to compress or release the elastic connecting member group, thereby improving the convenience of adjustment.

[0033] In this embodiment of the utility model, the movable adjustment hole passes through the elastic limiting groove 3242, and the elastic connecting member group includes a first elastic connecting member 3251 and a second elastic connecting member 3252. The first elastic connecting member 3251 and the second elastic connecting member 3252 are preferably springs. The adjustable support body 31 is provided with an elastic fastening groove 312. The two elastic limiting grooves 3242 and the elastic fastening groove 312 are arranged one-to-one. The two ends of the first elastic connecting member 3251 and the second elastic connecting member 3252 are respectively connected to the elastic limiting groove 3242 and the elastic fastening groove 312, so that the first movable adjusting rod 3231 and the second movable adjusting rod 3232 can be respectively inserted into the first elastic connecting member 3251 and the second elastic connecting member 3252. Then, the adjustment can be made by rotating the first adjusting member 3233 and the second adjusting member 3234, which effectively improves the convenience of adjustment.

[0034] Furthermore, the floating platform 1 includes a first plate 11 for connecting the steel structure frame 2 and a second plate 12 for connecting the base surface 5; one side of the second plate 12 is connected to the base surface 5, and the first plate 11 is connected to the side of the second plate 12 away from the base surface 5.

[0035] In this embodiment of the present invention, the first plate layer 11 is a reinforced concrete layer, which provides sufficient rigidity and load-bearing capacity for the steel structure frame 2, effectively enhancing the stability of the vibration damping device; the second plate layer 12 is a rubber vibration isolation and sound insulation pad layer, which can effectively reduce the transmission of vibration and improve the vibration damping reliability of the vibration damping device; this embodiment of the present invention adopts a split structural design, which allows the first plate layer 11 and the second plate layer 12 to be produced separately and then assembled, effectively improving the convenience of production, transportation and installation of the floating platform 1.

[0036] Furthermore, the first plate layer 11 includes a first plate layer body 111 and a pre-embedded steel plate 112 for connection to the steel structure frame 2; the pre-embedded steel plate 112 is embedded in the first plate layer body 111 and is used for vertical installation of the first steel section 21.

[0037] In this embodiment of the utility model, the first plate body 111 and the embedded steel plate 112 are integrally formed structural designs. The embedded steel plate 112 is embedded simultaneously during concrete pouring to enhance the tightness of the connection between the first plate body 111 and the embedded steel plate 112. The first steel 21 is connected to the embedded steel plate 112 by welding or bolting to improve the flexibility of the installation of the steel structure frame 2 and the applicability of the vibration damping device in various application scenarios.

[0038] Furthermore, the floating platform 1 also includes a waterproof retaining wall 13; along the direction perpendicular to the first steel section 21, the first plate layer 11 is also provided with an outwardly extending waterproof sealing part 113, the waterproof sealing part 113 and the end of the second plate layer 12 form a sealed waterproof position, and the retaining wall 13 is disposed within the sealed waterproof position.

[0039] In this embodiment of the invention, by setting the anti-reflective sill 13, external moisture can be effectively prevented from entering the connection gap between the first plate layer 11 and the second plate layer 12 during the use of the vibration damping device, and water can be prevented from soaking the second plate layer 12 for a long time, thereby enhancing the sealing performance of the vibration damping device and extending its service life.

[0040] Furthermore, along a direction perpendicular to the first steel section 21, the floating platform 1 also includes a sound insulation plate 14 for vibration damping, the sound insulation plate 14 being disposed on the inner side of the reverse sill 13.

[0041] In this embodiment of the utility model, by placing the sound insulation plate 14 on the inner side of the anti-reflector 13, the vibration caused by the impact of the first plate layer 11 and the second plate layer 12 on the anti-reflector 13 can be effectively prevented, thereby effectively enhancing the reliability of the vibration damping device during use.

[0042] Furthermore, the floating platform 1 also includes a waterproof sealing gasket 15, which is disposed between the waterproof sealing part 113 and the anti-rebound 13.

[0043] In this embodiment of the present invention, the sealing gasket 15 is disposed between the waterproof sealing part 113 and the anti-reflective retaining wall 13, which can effectively prevent the first plate layer 11 from impacting the anti-reflective retaining wall 13 and enhance the sealing performance of the vibration damping device.

[0044] In this embodiment of the invention, the gap between the sound insulation plate 14 and the sealing gasket 15 is sealed with waterproof silicone 16 to enhance the waterproof performance of the vibration damping device and thus extend the service life of the vibration damping device.

[0045] Furthermore, the first steel section 21 and the second steel section 22 are either H-beams or I-beams.

[0046] In this embodiment of the present invention, the first steel section 21 and the second steel section 22 are selected from either H-beams or I-beams. The steel structure frame 2 can be directly assembled from standard hot-rolled steel sections without the need for additional welded reinforcing plates, thus meeting the load-bearing requirements of large-span, heavy-load floating platforms and effectively enhancing the support stability of the steel structure frame 2. The flanges of the H-beams are parallel inside and out, which facilitates the continuous opening of elongated holes as first mounting positions 23 on the flanges of the first steel section 21 and the second steel section 22, thereby improving the positioning accuracy and installation convenience of the adjustable support 3. The I-beams have thinner webs, and reinforcing ribs can be symmetrically welded on both sides of the web to form a local box-shaped section. This improves the local bearing capacity of the first steel section 21 and the second steel section 22 without increasing the height of the profiles, so as to adapt to the concentrated loads of different equipment bases and enhance the support stability of the steel structure frame 2.

[0047] It should be understood that the terms "first," "second," etc., are used in this utility model to describe various information, but this information should not be limited to these terms. These terms are only used to distinguish information of the same type from each other. For example, without departing from the scope of this utility model, "first" information can also be referred to as "second" information, and similarly, "second" information can also be referred to as "first" information. In addition, the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0048] The above description is the preferred embodiment of this utility model. It should be noted that for those skilled in the art, several improvements and modifications can be made without departing from the principle of this utility model, and these improvements and modifications are also considered to be within the protection scope of this utility model.

Claims

1. A steel frame floating construction platform combined vibration reduction device, characterized in that, include: Floating platform (1) is used to connect to the base surface (5); A steel structure frame (2) includes a first type of steel (21) and a second type of steel (22). Multiple first type of steel (21) and second type of steel (22) are connected to form the steel structure frame (2), and the steel structure frame (2) is provided with multiple first mounting positions (23). Adjustable supports (3), multiple adjustable supports (3) are connected to multiple first mounting positions (23) for independent height adjustment of each support point of the equipment; One side of the steel frame (2) is connected to the floating platform (1), and a plurality of first mounting positions (23) are located on the other side away from the floating platform (1); the adjustable support (3) includes an adjustable support body (31) and a movable adjustment structure (32) for adjusting the height. The adjustable support body (31) is connected to the first mounting position (23); the movable adjustment structure (32) is connected to the adjustable support body (31) and abuts against the contact surface of the equipment for support and adjustment.

2. The combined vibration damping device for a steel frame floating platform according to claim 1, characterized in that, The movable adjustment structure (32) includes a first adjustment plate (321) for contacting the equipment, a guide support rod assembly (322) for guiding and limiting, a movable adjustment rod assembly (323) for fine adjustment, a second adjustment plate (324) for limiting the movable adjustment rod assembly (323), and an elastic connector assembly for buffering; one end of the guide support rod assembly (322) is connected to the first adjustment plate (321), and the other end is connected to the adjustable support body (31); one end of the elastic connector assembly is connected to the adjustable support body (31), and the other end is connected to the second adjustment plate (324); one end of the guide support rod assembly (322) is connected to the first adjustment plate (321), and the other end is movably connected to the second adjustment plate (324), so as to elastically adjust the first adjustment plate (321).

3. The combined vibration damping device for a steel frame floating platform according to claim 2, characterized in that, The movable adjustment rod assembly (323) includes a first movable adjustment rod (3231), a second movable adjustment rod (3232), a first adjustment member (3233), and a second adjustment member (3234). One end of the first movable adjustment rod (3231) and the second movable adjustment rod (3232) are connected to the first adjustment plate (321), and the other end is movably connected to the second adjustment plate (324). The first adjustment member (3233) and the second adjustment member (3234) are rotatably connected to the first movable adjustment rod (3231) and the second movable adjustment rod (3232), respectively, to adjust the relative distance between the first adjustment plate (321) and the second adjustment plate (324).

4. The combined vibration damping device for a steel frame floating platform according to claim 3, characterized in that, The first adjusting member (3233) and the second adjusting member (3234) are disposed opposite to the elastic connecting member group on both sides of the second adjusting plate (324). The second adjusting plate (324) is provided with movable adjusting holes for the first movable adjusting rod (3231) and the second movable adjusting rod (3232) to be movably connected, and an elastic limiting groove (3242) is provided on the side facing the elastic connecting member group. The two movable adjusting holes are disposed opposite to each other on the second adjusting plate (324), and the elastic limiting groove (3242) is used to lock one end of the elastic connecting member group into the limiting position.

5. The combined vibration damping device for a steel frame floating platform according to claim 1, characterized in that, The floating platform (1) includes a first plate (11) for connecting the steel structure frame (2) and a second plate (12) for connecting the base surface (5); one side of the second plate (12) is connected to the base surface (5), and the first plate (11) is connected to the side of the second plate (12) away from the base surface (5).

6. The combined vibration damping device for a steel frame floating platform according to claim 5, characterized in that, The first plate layer (11) includes a first plate layer body (111) and a pre-embedded steel plate (112) for connection to the steel structure frame (2); the pre-embedded steel plate (112) is embedded in the first plate layer body (111) and is used for vertical installation of the first steel section (21).

7. A combined vibration damping device for a steel frame floating platform according to claim 6, characterized in that, The floating platform (1) also includes a waterproofing retainer (13); along the direction perpendicular to the first steel section (21), the first plate layer (11) is also provided with an outwardly extending waterproof sealing part (113), the waterproof sealing part (113) and the end of the second plate layer (12) form a sealed waterproof position, and the retainer (13) is set in the sealed waterproof position.

8. A combined vibration damping device for a steel frame floating platform according to claim 7, characterized in that, Along a direction perpendicular to the first steel section (21), the floating platform (1) also includes a sound insulation plate (14) for vibration damping, which is located on the inner side of the inverted sill (13).

9. A combined vibration damping device for a steel frame floating platform according to claim 7, characterized in that, The floating platform (1) also includes a waterproof sealing gasket (15), which is disposed between the waterproof sealing part (113) and the anti-sunken curb (13).

10. A combined vibration damping device for a steel frame floating platform according to claim 1, characterized in that, The first section steel (21) and the second section steel (22) are either H-beams or I-beams.