Fabricated vibration isolation device

The prefabricated vibration isolation device simplifies the vibration isolation process of foundation reinforcement of the strong trench method, solves the problems of cumbersome construction and long construction period of the existing vibration isolation ditch, achieves a fast and safe vibration isolation effect, and improves construction efficiency.

CN222314089UActive Publication Date: 2025-01-07BEIJING DONGFANG YUHONG MINING SAFETY TECH CO LTD
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Patent Information

Application Number
CN202420265596.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-02-02
Publication Date
2025-01-07
Estimated Expiration
2034-02-02

AI Technical Summary

Technical Problem

During the foundation reinforcement process of the existing strong trench, the excavation depth and stability of the vibration isolation trench are affected by conditions such as soil properties, groundwater height and site size, resulting in the vibration isolation effect that cannot be effectively guaranteed, and the construction process is cumbersome and the construction period is long. High labor intensity affects construction progress.

Method used

The prefabricated vibration isolation device is adopted, including a shell, a vibration isolation plate and a boot toe. The two ends of the shell are open and the inside is a rectangular cavity. The vibration isolation plate is inserted into the shell. The lower end of the boot toe has a tip structure and is passed through a pile driver. Insert the device into the ground to simplify installation and improve construction efficiency.

Benefits of technology

It achieves a fast and simple vibration isolation effect, shortens the construction period, avoids the collapse of the groove wall during groove opening, and improves construction safety and efficiency.

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Abstract

The utility model discloses an assembly type vibration isolation device which comprises a shell, a vibration isolation plate and a shoe head, a cavity is formed in the shell, the cavity penetrates through the upper end and the lower end of the shell, the vibration isolation plate is arranged in the cavity of the shell, the shoe head is fixedly arranged at the lower end of the shell, and the lower end of the shoe head is of a tip structure. According to the vibration isolation device, the shell, the vibration isolation plate and the boot head are transported to a construction site and assembled, the assembled vibration isolation device is inserted into the ground through a pile driver after assembly is completed, and finally the vibration isolation plate is inserted into the cavity of the shell, so that the vibration isolation effect is achieved, the construction process is simple and convenient, the construction efficiency can be greatly improved, and the construction cost is reduced. The construction period is shortened.
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Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to an assembled vibration isolation device. Background Art

[0002] As an active foundation reinforcement technology, the dynamic compaction method can make full use of and give play to the mechanical characteristics of the foundation soil itself, and is widely used in foundation reinforcement projects at home and abroad. The reinforcement mechanism of the dynamic compaction method is to repeatedly lift the rammer to a high place and let it fall freely, giving the foundation a huge impact energy, which propagates in the soil in the form of compression waves and shear waves, compressing the loose soil, causing the discharge of water and gas in the pores, and the soil particles tend to be closely arranged, thereby improving the bearing capacity of the soil. The vibration waves generated when the rammer contacts the ground will not only reinforce the soil, but also cause the vibration to be transmitted to the surroundings, causing adverse effects on the surrounding environment, such as damage to the function and structure of the building, interference with the operation of instruments and equipment, and harm to the physiological functions of livestock. Therefore, vibration isolation treatment is required during the dynamic compaction process.

[0003] At present, during the dynamic compaction process, the main means of vibration isolation is to dig a vibration isolation trench near the adjacent buildings (structures). The excavation depth and stability of the vibration isolation trench are affected by conditions such as soil properties, groundwater height, and site size, and the vibration isolation effect cannot be effectively guaranteed. With the continuous development of technology, during the actual construction process, engineering materials such as crushed stone and fly ash will be filled into the vibration isolation trench to improve its stability. However, the construction process is cumbersome, the construction period is long, and the construction labor intensity is high, which affects the construction progress. Utility Model Content

[0004] The purpose of the utility model is to provide an assembled vibration isolation device in view of the above-mentioned deficiencies in the prior art.

[0005] In order to solve the above problems, the technical solution adopted by the utility model is:

[0006] An assembled vibration isolation device comprises a shell, the two ends of the shell are open and the interior is a rectangular cavity;

[0007] A vibration isolation plate is inserted into the rectangular cavity of the shell;

[0008] The boot head is fixedly arranged at the lower end of the shell body, and the lower end of the boot head is provided with a pointed end for breaking the soil.

[0009] Preferably, the shell is a rectangular structure formed by two webs and two ribs, and connecting pieces are respectively provided at the upper and lower ends of the two ribs.

[0010] Preferably, the connecting member includes a first fixing plate, a second fixing plate and a supporting plate, the first fixing plate and the second fixing plate are arranged in parallel, the two ends of the supporting plate are fixedly connected to the first fixing plate and the second fixing plate respectively, and the first fixing plate is fixedly connected to the rib plate.

[0011] Preferably, the boot toe comprises two side panels, the lower portion of the side panels is an inclined structure, the lower ends of the two side panels are fixedly connected to form a tip structure, a connecting plate is provided between the two side panels, and the connecting plate is connected to a second fixed plate.

[0012] Preferably, a stiffening plate is provided between the two side plates.

[0013] Preferably, the vibration isolation plate is made of rubber or polyurethane.

[0014] The beneficial effects of adopting the above technical solution are:

[0015] In the utility model, the installation is simple and convenient. The shell and the boot head are fixedly connected by bolts and the vibration isolation plate is arranged in the shell. The vibration isolation device can be inserted into the ground by a pile driver to achieve the effect of vibration isolation. The construction is fast and the construction period is saved. The collapse of the groove wall during grooving can also be avoided, thereby improving safety. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a three-dimensional schematic diagram of the utility model;

[0017] Figure 2 It is a three-dimensional schematic diagram of the housing of the utility model;

[0018] Figure 3 yes Figure 2 A magnified view of part A;

[0019] Figure 4 It is a three-dimensional schematic diagram of a boot toe of the utility model.

[0020] In the figure: 1 is a shell, 2 is a vibration isolation plate, 3 is a boot head, 4 is a web, 5 is a rib plate, 6 is a connecting member, 7 is a first fixing plate, 8 is a second fixing plate, 9 is a supporting plate, 10 is a side plate, 11 is a connecting plate, and 12 is a stiffening plate. DETAILED DESCRIPTION

[0021] The following is a further detailed description of the implementation of the present invention in conjunction with the accompanying drawings and examples. The following examples are used to illustrate the present invention, but cannot be used to limit the scope of the present invention.

[0022] In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second", and "third" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance.

[0023] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0024] like Figure 1 As shown, an assembled vibration isolation device includes a shell 1, a vibration isolation plate 2 and a toe 3. A cavity is provided in the shell 1, and the cavity runs through the upper and lower ends of the shell 1. The vibration isolation plate 2 is arranged in the cavity of the shell 1. The toe 3 is fixedly arranged at the lower end of the shell 1, and the lower end of the toe 3 has a tip for breaking the ground. In the utility model, before the foundation is strongly compacted, the vibration isolation device can be inserted around the foundation by a pile driver to play a vibration isolation role. The shell 1, the vibration isolation plate 2 and the toe 3 are processed in the factory, and after the processing is completed, they are directly transported to the construction site for assembly and assembly. The toe 3 is fixedly connected to the shell 1 and inserted into the ground by a pile driver. Since the lower end of the toe 3 is a tip structure, it can be inserted more quickly. After the shell 1 and the toe 3 are inserted into the ground, the vibration isolation plate 2 is inserted into the cavity of the shell 1 to play a vibration isolation role. The vibration isolation device in the utility model is simple to assemble, convenient and quick to use, and can better improve the construction speed, thereby shortening the construction period.

[0025] like Figure 2As shown, in another embodiment, the shell 1 is a rectangular structure formed by two webs 4 and two ribs 5, and the cavity in the shell 1 is formed by the webs 4 and the ribs 5. The upper and lower ends of the two ribs 5 are respectively provided with connecting pieces 6, and the upper end surface of the connecting piece 6 located at the upper end of the ribs is flush with the upper end surface of the webs 4. The lower end surface of the connecting piece 6 located at the lower end of the ribs 5 is flush with the lower end surface of the webs 4. According to the design requirements, one shell or multiple shells are selected for assembly; when one shell 1 is used, the connecting piece 6 at the lower end of the ribs 5 is fixedly connected to the boot head 3; when multiple shells 1 are used for connection, the connecting pieces 6 on the adjacent two shells 1 are fixedly connected, so as to connect the adjacent two shells 1 together, and the boot head is fixedly connected to the shell 1 at the bottom layer, and it is inserted into the ground after assembly.

[0026] like Figure 3 As shown, in another embodiment, the connecting member 6 includes a first fixing plate 7, a second fixing plate 8 and a support plate 9, the first fixing plate 7 and the second fixing plate 8 are arranged in parallel, and the two ends of the support plate 9 are fixedly connected to the first fixing plate 7 and the second fixing plate 8 respectively, the first fixing plate 7 is fixedly connected to the rib plate 5, and the second fixing plate 8 is provided with a mounting hole for passing bolts, and a certain distance is left between the first fixing plate 7 and the second fixing plate 8 to facilitate the entry of a wrench to tighten the bolts.

[0027] like Figure 4 As shown, in another embodiment, the boot head 3 includes two side panels 10, the lower part of the side panels 10 is an inclined structure, and the lower ends of the two side panels 10 are fixedly connected to form a tip structure, specifically a "V"-shaped structure, the two side panels 10 are respectively located below the two webs 4, a chamber is provided between the two side panels 10, both sides of the chamber are connected to the outside, and the upper end of the chamber is connected to the cavity of the shell 1, and a connecting plate 11 is provided between the two side panels 10, and the connecting plate 11 and the second fixing plate 8 are fixedly connected by bolts.

[0028] In another embodiment, a reinforcing plate 12 is provided between the two side plates 10. The reinforcing plate 12 is located in a cavity between the two side plates 10 and is used to enhance the structural strength of the two side plates 10 and prevent the side plates from deforming when inserted into the ground.

[0029] In another embodiment, the vibration isolation plate 2 is made of rubber or polyurethane.

[0030] Construction method: First, the entrance and exit sites are leveled, and the ground near the foundation where the vibration isolation device needs to be laid is leveled to facilitate the entry of equipment. The vibration isolation device is assembled according to the designed size. The pile driver inserts the assembled vibration isolation device into the ground. When inserting, the tip structure of the boot head faces the underground, which is convenient for the insertion of the vibration isolation device. After inserting to the designed depth, the vibration isolation plate is inserted into the cavity of the shell and filled up to play a role in vibration isolation. After the vibration isolation device is inserted, the foundation can be strongly compacted. Finally, after the construction is completed, the vibration isolation plate is first removed from the cavity of the shell, and then the grouting pipe is inserted into the cavity of the shell, and cement slurry is injected into the cavity through the grouting pipe. At the same time of grouting, the shell and the boot head are pulled out from the ground. Since the grouting pipe continuously injects cement slurry into the cavity of the shell, the cement slurry flows from the shell to the cavity of the boot head. In the process of continuous pulling out of the shell and the boot head, the cement slurry can fill the holes generated during the pull-out to avoid collapse.

[0031] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or make equivalent replacements for some of the technical features therein. However, these modifications or replacements do not deviate the essence of the corresponding technical solutions from the spirit and scope of the technical solutions of the embodiments of the present invention.

Claims

1. An assembled vibration isolation device, characterized in that: It comprises a shell (1), wherein both ends of the shell (1) are open and the interior of the shell is a rectangular cavity; A vibration isolation plate (2) is inserted into the rectangular cavity of the housing (1); The boot head (3) is fixedly arranged at the lower end of the shell (1), and the lower end of the boot head (3) has a pointed end for breaking the soil.

2. The assembled vibration isolation device according to claim 1, characterized in that: The shell (1) is a rectangular structure formed by two webs (4) and two ribs (5), and connecting pieces (6) are respectively provided at the upper and lower ends of the two ribs (5).

3. The assembled vibration isolation device according to claim 2, characterized in that: The connecting member (6) comprises a first fixing plate (7), a second fixing plate (8) and a supporting plate (9); the first fixing plate (7) and the second fixing plate (8) are arranged in parallel; two ends of the supporting plate (9) are respectively fixedly connected to the first fixing plate (7) and the second fixing plate (8); and the first fixing plate (7) is fixedly connected to the rib plate (5).

4. The assembled vibration isolation device according to claim 3, characterized in that: The boot toe (3) comprises two side panels (10), the lower part of the side panels (10) is an inclined structure, the lower ends of the two side panels (10) are fixedly connected to form a tip structure, a connecting plate (11) is arranged between the two side panels (10), and the connecting plate (11) is connected to the second fixed plate (8).

5. The assembled vibration isolation device according to claim 4, characterized in that: A stiffening plate (12) is provided between the two side plates (10).

6. The assembled vibration isolation device according to claim 1, characterized in that: The vibration isolation plate (2) is made of rubber or polyurethane.

Citation Information

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