Installation structure and construction method of super-large deformation electromechanical isolation module support platform

Abstract

The application discloses a kind of installation structure and construction method of super large deformation mechanical and electrical shock insulation module support platform, comprising: support platform, is hung in the building ceiling of shock insulation area;First pulley, the two sides of support platform are movably provided with a plurality of first pulleys, the plurality of first pulleys of the side of support platform are fixedly provided with the multiple first shock insulation hoses of side-by-side arrangement, the plurality of first pulleys of the other side of support platform are fixedly provided with the multiple second shock insulation hoses of side-by-side arrangement, one end of second shock insulation hose is connected to the pipeline of non-shock insulation area;Second pulley, movably set in the middle of support platform, second pulley is fixedly provided with the multiple connection elbows of side-by-side arrangement, the two ends of connection elbow are connected to the other end of first shock insulation hose and second shock insulation hose respectively, and second pulley is arranged along the row direction of the multiple connection elbows;Elastic member, installed on support platform.The application solves the problem that 800mm super large deformation shock insulation hose uses traditional installation mode, is difficult to install in limited space and is easily damaged or stuck during earthquake.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of building construction, in particular to an installation structure and construction method of a super-large deformation mechanical and electrical isolation module support platform. BACKGROUND

[0002] Due to the significant advantages of isolation technology, isolation technology is considered as the most effective measure to improve the resilience level of buildings. Isolation technology separates the upper structure and the lower structure of the building, absorbs seismic energy through the establishment of an isolation layer, reduces the damage of the upper structure caused by earthquakes, and realizes the principle of normal use after an earthquake. However, a large number of earthquake disaster experiences show that the isolation layer deforms greatly under the action of an earthquake, and the number of pipes inside the isolation layer is large and complex, among which the pipes passing through the isolation layer will be bent or axially deformed due to the displacement of the isolation layer. If the pipes passing through the isolation layer only use ordinary pipes, the ordinary pipes will be damaged by the earthquake, which cannot guarantee the normal operation of the mechanical and electrical system after the earthquake, and may also cause various secondary disasters, causing greater economic losses. Therefore, it is very important to reasonably design and construct the pipe isolation in the isolation building.

[0003] Many specifications published in China also mention related measures for flexible pipes, such as Article 3.1.8 of the "Code for Seismic Design of Building Mechanical and Electrical Engineering" (GB 50981—2014), Article 5.4.1 of the "Code for Construction and Acceptance of Building Isolation Engineering" (JGJ 360—2015), and Article 12.1.3 of the "Code for Seismic Design of Buildings" (GB 50011—2010, 2016 edition). The isolation technology for water supply and drainage pipes with a deformation of more than 700mm has not been thoroughly studied. In Appendix A of "Building Isolation Flexible Pipe" JG / T541-2017, the allowable displacement parameters of isolation hoses are only listed as 150mm, 200mm, 250mm, 300mm, 350mm, 400mm, 450mm, 500mm, 550mm, 600mm, 650mm, and 700mm. There is no design for isolation hoses with a deformation of 800mm or more. Currently, the main problems of the super-large deformation isolation module are:

[0004] (1) The length of the 800mm deformation isolation hose is designed for the first time, and there is no mature design case or reference material;

[0005] (2) The isolation module is too long, and the installation space is limited;

[0006] (3) The super-long super-large deformation isolation module is prone to deformation during horizontal installation, has a poor appearance, and is prone to shaking during operation.

[0007] When the design length of a single isolation hose is between 1.6 meters and 2.6 meters, two isolation hoses are usually connected by a connecting elbow (L-shaped connection) when installed horizontally (hereinafter referred to as a pipeline isolation module). The isolation hose has small rigidity, and when installed horizontally, the isolation hose is prone to sagging in the middle, and the flange part is under severe stress, greatly reducing the service life. If the isolation hose is in the form of a chain or a boom to alleviate the sagging of the hose, because the boom or chain usually slides in the slide rail or on the turntable, the movement trajectory of the isolation hose is greatly limited during an earthquake, making it difficult to fully exert the isolation capacity of the isolation hose, and the strength and durability of the chain or boom are poor, which is prone to damage or jamming during an earthquake, and is prone to aging and has a poor appearance. SUMMARY

[0008] To overcome the defects of the prior art, an installation structure and construction method of an ultra-large deformation mechanical and electrical isolation module support platform are provided to solve the problem that an 800mm ultra-large deformation isolation hose is difficult to install in a limited space and is prone to damage or jamming during an earthquake when using a traditional installation method.

[0009] To achieve the above-mentioned purpose, an installation structure of an ultra-large deformation mechanical and electrical isolation module support platform is provided, comprising:

[0010] a support platform suspended from the ceiling of a building in an isolation area;

[0011] a plurality of first pulleys movably arranged on both sides of the support platform, the plurality of first pulleys on one side of the support platform being arranged in a first horizontal direction, the isolation module comprising a connecting elbow and first and second isolation hoses connected to both ends of the connecting elbow, the plurality of first pulleys on one side of the support platform being fixedly arranged with a plurality of first isolation hoses arranged side by side, the first isolation hoses being arranged in the first horizontal direction, the plurality of first pulleys on the other side of the support platform being arranged in a second horizontal direction, the second horizontal direction being arranged at an angle to the first horizontal direction, the plurality of first pulleys on the other side of the support platform being fixedly arranged with a plurality of second isolation hoses arranged side by side, the second isolation hoses being arranged in the second horizontal direction, one end of the second isolation hoses being connected to a pipeline in a non-isolation area;

[0012] a second pulley movably arranged in the middle of the support platform, the second pulley being fixedly arranged with a plurality of connecting elbows arranged side by side, both ends of the connecting elbows being connected to the other ends of the first and second isolation hoses, respectively, the second pulley being arranged in the direction of the plurality of connecting elbows arranged in a row;

[0013] a resilient member for pulling the second pulley towards the outer curved side of the connecting elbow, the resilient member being mounted on the support platform.

[0014] Further, the pipeline in the non-isolation area is hung on the building ceiling of the non-isolation area by a support, and the design elevation of the support platform is lower than that of the support.

[0015] Further, the elevation difference between the support platform and the support is 100 mm.

[0016] Further, the first trolley comprises a first base and two rows of first rollers mounted on the first base, the first base is arranged along the row direction of the first isolation hose or the second isolation hose, and the two rows of first rollers are arranged along the width direction of the first base.

[0017] Further, the number of the first trolley is multiple, multiple first trolleys are arranged in the length direction of the first isolation hose or the second isolation hose, and the distance between adjacent two first trolleys is less than 700 mm.

[0018] Further, the second trolley comprises a second base and two rows of second rollers mounted on the second base, the first base is arranged along the row direction of the connecting elbow, and the two rows of second rollers are arranged along the width direction of the second base.

[0019] Further, the outer edge of the support platform is hung on the building ceiling of the isolation area by multiple hangers, multiple hangers are arranged in the circumferential direction of the outer edge of the support platform, and the elastic member is connected to a hanger and the second trolley.

[0020] Further, the elastic member is a spring.

[0021] The present application provides a construction method of a mounting structure of an ultra-large deformation mechanical and electrical isolation module support platform, comprising the following steps:

[0022] The support platform is hung on the building ceiling of the isolation area;

[0023] Multiple first trolleys and second trolleys are movably arranged on the support platform, so that multiple first trolleys on one side of the support platform are arranged in a first horizontal direction, multiple first trolleys on the other side of the support platform are arranged in a second horizontal direction, the second trolley is movably arranged in the middle of the support platform, and the second trolley is arranged along the row direction of the multiple connecting elbows;

[0024] The plurality of first shock insulation hoses arranged side by side are fixed on the plurality of first pulleys on one side of the support platform, the plurality of second shock insulation hoses arranged side by side are fixed on the plurality of first pulleys on the other side of the support platform, and the plurality of connecting elbows arranged side by side are respectively connected to the other ends of the first shock insulation hoses and the second shock insulation hoses and placed on the second pulleys;

[0025] One end of the second shock insulation hose is connected to a pipeline in a non-shock insulation area;

[0026] The first shock insulation hose and the second shock insulation hose are fixed on the first pulley, and the connecting elbow is fixed on the second pulley;

[0027] Elastic members are installed on the support platform and the second pulley to pull the second pulley towards the outer elbow side of the connecting elbow.

[0028] The installation structure of the super-large deformation mechanical and electrical shock insulation module support platform of the present application can be applied to 800mm deformation shock insulation hoses and solves the problem of shock insulation module installation in limited installation space. It is a "support platform + cantilever platform + pulley + elastic member" structure, the "moving" part is the shock insulation module + pulley + elastic member, the cantilever support and the boom of the support platform are static, which is a "planar dynamic structure", which overturns the traditional "facade dynamic structure" in the "moving" method, and the traditional structure "moves" the boom or the chain + the shock insulation module is a "facade" dynamic structure. The installation structure of the super-large deformation mechanical and electrical shock insulation module support platform of the present application reduces the influence on the vertical space.

[0029] The shock insulation module of the installation structure of the super-large deformation mechanical and electrical shock insulation module support platform of the present application can slide relatively freely on the pulley, the pulley has a larger range of motion and a more free direction of motion, which can fully utilize the deformation capacity of the shock insulation module, and changes the status quo that the shock insulation module cannot fully utilize the shock insulation capacity in the traditional method.

[0030] The shock insulation hose of the installation structure of the super-large deformation mechanical and electrical shock insulation module support platform of the present application has support platform protection and pulley support, which overturns the original method of suspending the shock insulation module by a chain or a boom, and greatly improves the safety and durability of the shock insulation module. BRIEF DESCRIPTION OF DRAWINGS

[0031] Other features, objects and advantages of the present application will become more apparent from the following detailed description of non-limiting embodiments made with reference to the following drawings:

[0032] Figure 1 The structure diagram of the installation structure of the super-large deformation mechanical and electrical shock insulation module support platform of the embodiment of the present application.

[0033] Figure 2 is a sectional view of A-A in FIG. 1. Figure 1

[0034] Figure 3 is a sectional view of B-B in FIG. 1. Figure 1

[0035] Figure 4 is a structural schematic view of a first trolley of an embodiment of the present application. DETAILED DESCRIPTION

[0036] The present application will be further described below in conjunction with the accompanying drawings and embodiments. It can be understood that the specific embodiments described herein are only used to explain the related application, and are not a limitation on the application. In addition, it should be noted that only the parts related to the application are shown in the drawings for ease of description.

[0037] It should be noted that the embodiments in the present application and the features in the embodiments can be combined with each other without conflict. The present application will be described in detail below with reference to the accompanying drawings and in conjunction with the embodiments.

[0038] Referring to FIG. 1, the present application provides a mounting structure of an ultra-large deformation mechanical and electrical isolation module support platform, comprising: a support platform 1, a first trolley 2, a second trolley 3, and an elastic member 4. Figures 1 to 4 In the present embodiment, an isolation joint a is formed between the building ceiling 8 of the isolation area and the ceiling 9 of the non-isolation area. The support platform 1 is hung on the side of the building ceiling 8 of the isolation area close to the isolation joint. The support platform is pentagonal.

[0039] The isolation module comprises a plurality of L-shaped connecting elbows arranged side by side and isolation hoses connected to both ends of the L-shaped connecting elbows. The L-shaped connecting elbows of each row are respectively connected to the isolation hoses. One end of the isolation hose away from the L-shaped connecting elbow of one row is connected to the ordinary pipeline of the non-isolation area, and both adopt flange connection; the other end of the isolation hose away from the L-shaped connecting elbow of the other row is connected to the ordinary pipeline of the isolation area, and both adopt flange connection.

[0040] The number of the first trolleys is multiple. The number of the first trolleys is multiple, and the multiple first trolleys are arranged at intervals along the length direction of the first isolation hose or the second isolation hose, and the distance between the adjacent two first trolleys is less than 700 mm.

[0041] The number of the second trolleys is one.

[0042] Among them, the support platform 1 is movably provided with a plurality of first trolleys 2 on both sides. In the present embodiment, two rows of first trolleys are respectively arranged on each side of the support platform.

[0043] ​​​

[0044] Specifically, multiple first trolleys 2 on one side of the support platform 1 are arranged along a first horizontal direction. Multiple first vibration isolation hoses 51 arranged side-by-side are fixed to the multiple first trolleys 2 on one side of the support platform 1. The first vibration isolation hoses 51 are arranged along the first horizontal direction.

[0045] On the other side of the support platform 1, multiple first trolleys 2 are arranged along a second horizontal direction. The second horizontal direction is angled to the first horizontal direction. Multiple second vibration isolation hoses 52 are fixedly mounted on the multiple first trolleys 2 on the other side of the support platform 1, arranged side-by-side. The second vibration isolation hoses 52 are arranged along the second horizontal direction. One end of each second vibration isolation hose 52 is connected to a pipe 7 in the non-vibration isolation zone.

[0046] In this embodiment, the vibration isolation hose is connected to the elbow via a flange, and the vibration isolation hose is connected to ordinary pipes in non-vibration isolation zones via a flange.

[0047] The second trolley 3 is movably mounted in the middle of the support platform 1. The second trolley 3 is fixedly equipped with multiple connecting elbows 6 arranged side-by-side. The two ends of each connecting elbow 6 are connected to the other ends of the first vibration isolation hose 51 and the second vibration isolation hose 52 via pipe clamps. The second trolley 3 is arranged along the row direction of the multiple connecting elbows 6.

[0048] In this embodiment, the first horizontal direction is perpendicular to the second horizontal direction, and the second trolley is set along the third horizontal direction, that is, the third horizontal direction is the setting direction of the angle bisector of the angle between the first horizontal direction and the second horizontal direction.

[0049] The elastic element 4 is installed on the support platform 1. The elastic element 4 is used to tie the second trolley 3 towards the outer bend side of the connecting elbow 6.

[0050] In this embodiment, the pipe 7 in the non-isolated zone is suspended from the building ceiling 9 in the non-isolated zone by a bracket 71. The design elevation of the support platform 1 is lower than the design elevation of the bracket 71. During an earthquake, the bracket in the non-isolated zone and the support platform in the isolation zone will not collide in horizontal space.

[0051] In a preferred embodiment, the elevation difference between the support platform 1 and the bracket 71 is 100mm.

[0052] In this embodiment, the combination of the first pulley and the second pulley is similar; the following diagram uses the first pulley as an example. Figure 4 Please provide a detailed description of its structural composition.

[0053] The first trolley 2 includes a first base 21 and two rows of first rollers 22 mounted on the first base. The first base is arranged along the orientation of the first vibration isolation hose 51 or the second vibration isolation hose 52. The two rows of first rollers are arranged along the width direction of the first base.

[0054] The second trolley 3 comprises a second base and two rows of second rollers mounted on the second base. The first base is arranged along the row direction of the plurality of connecting elbows 6. The two rows of second rollers are arranged along the width direction of the second base.

[0055] The outer edge of the support platform 1 is hung on the building ceiling of the isolation area through a plurality of hangers 11. The plurality of hangers 11 are arranged in the circumferential direction of the outer edge of the support platform 1. The elastic member 4 is connected to a hanger 11 and the second trolley 3.

[0056] As a preferred embodiment, the elastic member 4 is a spring. The use of a spring enables the isolation module to be in a straight and not curved state at ordinary times, improving the visual performance of the isolation module.

[0057] In this embodiment, the connecting elbow and the two isolation hoses are taken as a complete isolation module. The role of the spring is to enable the second trolley and the isolation module fixed on the second trolley to be in a state of slight force, so that the isolation module maintains a good shape (90 degrees at the connecting elbow and straight at the rest) in the non-seismic case. In the process of an earthquake, the spring can slightly absorb the energy of the earthquake, reduce the shaking of the isolation module, and enable the isolation module to quickly return to the original state after the earthquake.

[0058] When the installation space is limited and the isolation module needs to be arranged on both sides, the isolation support platform can be made into a double-layer structure (the cantilever platform, the trolley, the spring structure and the isolation module are all independent two layers, only the platform stand can be shared). The stand and the cantilever platform of this structure are relatively static. Only the trolley, the isolation module and the spring are in motion in an earthquake, which overturns the traditional structure of the traditional isolation module of the chain or hanger + isolation module in motion, which "occupies the vertical space".

[0059] The installation structure of the super-large deformation electromechanical isolation module support platform of the application has the expandability of being made into a double-layer or multi-layer structure, has stronger isolation capacity, and breaks the status quo of the small displacement capacity of the traditional pipeline anti-seismic support system and the difficulty in making a multi-layer structure.

[0060] The application provides a construction method of an installation structure of a super-large deformation electromechanical isolation module support platform, comprising the following steps:

[0061] S1, hanging the support platform 1 on the building ceiling of the isolation area.

[0062] S2, movably arranging a plurality of first trolleys 2 and second trolleys 3 on the support platform 1, so that the plurality of first trolleys 2 on one side of the support platform 1 are arranged along a first horizontal direction, the plurality of first trolleys 2 on the other side of the support platform 1 are arranged along a second horizontal direction, the second trolley 3 is movably arranged in the middle of the support platform 1, and the second trolley 3 is arranged along the row direction of the plurality of connecting elbows 6.

[0063] S3, the plurality of first shock isolation hoses 51 arranged side by side are fixedly arranged on the plurality of first trolleys 2 on one side of the support platform 1, the plurality of second shock isolation hoses 52 arranged side by side are fixedly arranged on the plurality of first trolleys 2 on the other side of the support platform 1, and the plurality of connecting elbows 6 arranged side by side are respectively connected to the other ends of the first shock isolation hoses 51 and the second shock isolation hoses 52 and are placed on the second trolleys 3.

[0064] S4, one end of the second shock isolation hose 52 is connected to the pipeline in the non-isolation area.

[0065] S5, the first shock isolation hose 51 and the second shock isolation hose 52 are fixedly arranged on the first trolley 2, and the connecting elbow 6 is fixedly arranged on the second trolley 3.

[0066] S6, the elastic member 4 is installed on the support platform 1 and the second trolley 3 to pull the second trolley 3 towards the outer elbow side of the connecting elbow 6.

[0067] Taking the deformation amount of the shock isolation hose as 800mm as an example, the installation structure of the super-large deformation mechanical and electrical isolation module support platform of the application is specifically described.

[0068] The support bracket in the non-isolation area is installed in the position at the edge of the isolation area, the support bracket is made of No. 6 channel steel, the length of the support bracket extending into the isolation joint a is 450mm, and the length of the pipeline in the non-isolation area extending into the isolation joint is 700mm.

[0069] The support platform is installed in the isolation area, the support platform is made into a pentagon, the bottom beam of the support platform is made of No. 10 channel steel, the boom on the support platform abuts against the isolation joint, the support platform extends into the isolation joint by 500mm, and the height difference between the support platform and the support bracket in the isolation area is 40mm, the distance between the axis of the boom and the support bracket is greater than 800mm, so that the support bracket and the support platform do not collide in the horizontal space during an earthquake.

[0070] The ordinary pipeline in the non-isolation area and the isolation module are installed.

[0071] The isolation module adopts four L-shaped connecting elbows arranged side by side, and four first shock isolation hoses and four second shock isolation hoses connected with the L-shaped connecting elbows. The length of the ordinary pipeline in the non-isolation area extending into the isolation joint is 700mm. The second shock isolation hose extends into the isolation joint by 100mm. The installation height of the isolation module is higher than that of the support platform by 100mm, and the second trolley and the first trolley are used for supporting first. The flange is used for connecting between the ordinary pipeline in the non-isolation area and the second shock isolation hose. The flange is used for connecting between the ordinary pipeline in the isolation area and the first shock isolation hose. The ordinary pipeline in the non-isolation area is fixed by the support bracket 9, and the height difference between the support bracket and the support platform is 100mm.

[0072] The second trolley is used to fix and support the L-shaped connecting elbow of the isolation module, and the other four first trolleys are arranged below the first and second isolation hoses respectively, and the length of the first trolley is 50mm wider than the installation width of the outer edge of the first and second isolation hoses. The height of the second trolley and the first trolley is 100mm, which can ensure that the isolation module in the isolation area and the ordinary pipeline in the non-isolation area can be installed at the same height. The second trolley and the first trolley are made of 4mm thick steel plate as the support surface of the isolation hose, i.e. the base. A 1.5-inch universal wheel (i.e. roller) is installed below the base, and the universal wheels are arranged in two rows in the long direction of the base, with a long direction spacing of 440mm and a short direction spacing of 230mm.

[0073] The first trolley is arranged at 1 / 3 and 2 / 3 of the first and second isolation hoses respectively; a spring with a normal tension of 2kg and a maximum deformation tension of 16kg is installed at the outer corner of the second trolley. The other end of the spring is fixed to the hanger rod which is 135° away from the outer corner of the second trolley.

[0074] A support is installed in the non-isolation area to allow the ordinary pipeline to extend into the isolation joint, and a suspension support platform (composed of a support platform, a trolley and an elastic member) of the isolation module is installed in the isolation area. The vertical distance between the platform of the support platform in the isolation area and the support in the non-isolation area is 40mm (greater than the amplitude of the longitudinal seismic wave 20mm), which effectively prevents the collision between the isolation platform in the isolation area and the fixed support in the non-isolation area.

[0075] The width of the trolley is 280mm. The edge spacing between the trolleys is less than 700mm. Due to the support of the trolley, the isolation module in the isolation area has little sagging phenomenon, and the trolley and the isolation module are fixed by pipe clamps.

[0076] The isolation hose can slide relatively freely on the platform under the action of the trolley, and can fully exert the deformation capacity of the isolation hose. This structure overturns the traditional structure of the chain or hanger which weakens the deformation capacity of the isolation short pipe. The spring fixed on the second trolley and the platform hanger rod can also make the isolation module return to the original state after the earthquake.

[0077] When the installation space is limited and the isolation module needs to be arranged on both sides, the isolation support platform can be made into a double-layer structure (the support platform, the trolley, the spring structure and the isolation module are all independent two layers, only the platform hanger rod can be shared).

[0078] The installation structure of the super-large deformation electromechanical isolation module support platform of the application is a structure of "support platform + cantilever platform + trolley + elastic member", the isolation module + trolley + elastic member are movable, the cantilever support and the boom of the support platform are stationary, and it is a "planar dynamic structure", which overturns the traditional "facade dynamic structure" in the movable manner, and the traditional structure is a "facade" dynamic structure in which the boom or the chain + the isolation module are movable.

[0079] The isolation module of the installation structure of the super-large deformation electromechanical isolation module support platform of the application can slide relatively freely on the trolley, the trolley has a larger range of movement and a more free direction of movement, and the deformation capacity of the isolation module can be fully utilized, and the status that the isolation module cannot fully utilize the isolation capacity in the traditional manner is changed.

[0080] The isolation hose of the installation structure of the super-large deformation electromechanical isolation module support platform of the application is protected by the support platform and supported by the trolley, which overturns the original manner of suspending the isolation module by the chain or the boom, and greatly improves the safety and durability of the isolation module.

[0081] The installation structure of the super-large deformation electromechanical isolation module support platform of the application is suitable for horizontal installation of an isolation module with a deformation of not less than 800 mm, and fills the blank of no mature case for horizontal installation of the super-large deformation isolation module. The distance between each support point in the installation structure of the super-large deformation electromechanical isolation module support platform of the application is less than 700 mm, which can effectively prevent the isolation module from sagging, and is different from the traditional anti-seismic support system (which cannot prevent the isolation module from sagging).

[0082] The elastic member in the installation structure of the super-large deformation electromechanical isolation module support platform of the application can partially absorb the impact and vibration energy of the seismic energy and the pipeline medium, can make the isolation module relatively stationary (keep the module in a flat state, improve the visual effect), and automatically restore to the original state after the earthquake,

[0083] The "dynamic" structure part of the mounting structure of the super-large deformation electromechanical isolation module support platform of the application is in a plane, and a higher vertical space is not required; and the traditional anti-seismic support system is a "vertical" dynamic structure. If the traditional anti-seismic support system is to be transformed into the super-large displacement isolation support system, the traditional anti-seismic support system is designed for anti-seismic, and is not designed for the isolation module. When the anti-seismic support system is used for the isolation module after transformation, the anti-seismic support system is too complex, and the deformation capacity is weak, so that the installation space needs to be particularly large, and the structure is particularly complex. In addition, the stress generated by the anti-seismic support system is too large, so that the pipeline, the pipe clamp or the isolation module will be damaged, and the requirements of the isolation module for large displacement and automatic recovery cannot be met.

[0084] The mounting structure of the super-large deformation electromechanical isolation module support platform of the application solves the quality hidden danger of the horizontal installation of the super-large deformation isolation module, can fully exert the deformation capacity of the isolation module, can reduce the occupation of the vertical space, solves the design and construction problems of the horizontal installation of the super-large deformation isolation module, reduces the operation and maintenance cost, and improves the safety and durability of the pipeline isolation system.

[0085] The above description is only the preferred embodiment of the application and the explanation of the applied technical principles. It should be understood by those skilled in the art that the scope of the application involved in the application is not limited to the technical solutions formed by the specific combination of the above technical features, and also covers other technical solutions formed by the combination of the above technical features or equivalent features without departing from the inventive concept. For example, the above features are replaced with the technical features disclosed in the application (but not limited to) having similar functions to form a technical solution.

Claims

1. An installation structure for a support platform for an electromechanical vibration isolation module with ultra-large deformation, characterized in that, include: Support platform, suspended from the building ceiling in the seismic isolation zone; The first trolley is movably mounted on both sides of the support platform. The first trolleys on one side of the support platform are arranged along a first horizontal direction. The vibration isolation module includes a connecting elbow and a first vibration isolation hose and a second vibration isolation hose connected to both ends of the connecting elbow. The first trolleys on one side of the support platform are fixed with multiple first vibration isolation hoses arranged side by side. The first vibration isolation hoses are arranged along the first horizontal direction. The first trolleys on the other side of the support platform are arranged along a second horizontal direction. The second horizontal direction is at an angle to the first horizontal direction. The first trolleys on the other side of the support platform are fixed with multiple second vibration isolation hoses arranged side by side. The second vibration isolation hoses are arranged along the second horizontal direction. One end of the second vibration isolation hose is connected to a pipe in a non-vibration isolation zone. The second trolley is movably disposed in the middle of the support platform. The second trolley is fixed with multiple connecting elbows arranged side by side. The two ends of the connecting elbows are respectively connected to the other ends of the first vibration isolation hose and the second vibration isolation hose. The second trolley is arranged along the row direction of the multiple connecting elbows. An elastic member for pulling the second trolley toward the outer curved side of the connecting elbow is installed on the support platform.

2. The installation structure of the electromechanical vibration isolation module support platform with ultra-large deformation capacity according to claim 1, characterized in that, The pipeline in the non-isolation zone is suspended from the building ceiling in the non-isolation zone by a support, and the design elevation of the support platform is lower than the design elevation of the support.

3. The installation structure of the electromechanical vibration isolation module support platform with ultra-large deformation capacity according to claim 2, characterized in that, The elevation difference between the support platform and the bracket is 100mm.

4. The installation structure of the electromechanical vibration isolation module support platform with ultra-large deformation capacity according to claim 1, characterized in that, The first trolley includes a first base and two rows of first rollers mounted on the first base. The first base is arranged along the row direction of the first or second vibration isolation hose, and the two rows of first rollers are arranged along the width direction of the first base.

5. The installation structure of the electromechanical vibration isolation module support platform with ultra-large deformation as described in claim 4, characterized in that, The number of the first trolleys is multiple, and the multiple first trolleys are arranged at intervals along the length direction of the first vibration isolation hose or the second vibration isolation hose, with the distance between two adjacent first trolleys being less than 700mm.

6. The installation structure of the electromechanical vibration isolation module support platform with ultra-large deformation capacity according to claim 1, characterized in that, The second trolley includes a second base and two rows of second rollers mounted on the second base. The second base is arranged along the row direction of the multiple connecting elbows, and the two rows of second rollers are arranged along the width direction of the second base.

7. The installation structure of the electromechanical vibration isolation module support platform with ultra-large deformation as described in claim 1, characterized in that, The outer edge of the support platform is suspended from the building ceiling of the seismic isolation zone by multiple hangers. The multiple hangers are spaced apart along the circumferential direction of the outer edge of the support platform, and the elastic element is connected to one hanger and the second trolley.

8. The installation structure of the electromechanical vibration isolation module support platform with ultra-large deformation as described in claim 6, characterized in that, The elastic element is a spring.

9. A construction method for an installation structure of an electromechanical vibration isolation module support platform with ultra-large deformation as described in any one of claims 1 to 8, characterized in that, Includes the following steps: The support platform is suspended from the building ceiling in the seismic isolation zone; Multiple first trolleys and second trolleys are movably mounted on the support platform, such that multiple first trolleys on one side of the support platform are arranged along a first horizontal direction, multiple first trolleys on the other side of the support platform are arranged along a second horizontal direction, and the second trolleys are movably mounted in the middle of the support platform, and the second trolleys are arranged along the row direction of the multiple connecting bends. Multiple first vibration isolation hoses arranged side by side are fixed to multiple first trolleys on one side of the support platform, and multiple second vibration isolation hoses arranged side by side are fixed to multiple first trolleys on the other side of the support platform. Multiple connecting elbows arranged side by side are respectively connected to the other ends of the first vibration isolation hoses and the second vibration isolation hoses and placed on the second trolleys. Connect one end of the second vibration isolation hose to the pipe in the non-vibration isolation zone; The first and second vibration isolation hoses are fixed on the first trolley, and the connecting elbow is fixed on the second trolley. An elastic element is installed on the support platform and the second trolley to pull the second trolley toward the outer curved side of the connecting bend.

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