Modular damped transport support for precast elements

Abstract

The application discloses a prefabricated component modular damping transportation support, which comprises a support module, a damping and isolation module and a limiting module, wherein the support module comprises a joint unit and a stand column unit, the joint unit is telescopically arranged at two ends of the stand column unit, two ends of a wallboard of different sizes are inserted into the joint units at the two ends of the stand column unit, the damping and isolation module is arranged at the bottom of the stand column unit, and the limiting modules are distributed on the support module, the wallboard inserted into the joint units is clamped and limited by adjusting the limiting modules, and the prefabricated component modular damping transportation support can improve the reliability and applicability of the prefabricated component transportation support, and effectively solves the problem that the existing prefabricated component transportation support cannot adapt to integrated components, especially long-distance and non-damage transportation of components containing thermal insulation or decoration layers.

Description

Technical Field

[0001] This invention relates to the field of building engineering technology, specifically to a modular vibration-damping transport support for prefabricated components. Background Technology

[0002] With the promotion of industrialized construction, the application scope of prefabricated assembly structure systems is becoming increasingly wider. However, compared with traditional cast-in-place shear walls, prefabricated assembly structures require long-distance and multi-condition transportation. In particular, for prefabricated components with integrated interior and exterior wall decoration layers, higher requirements are placed on the protection of finished products and energy dissipation and vibration reduction during transportation.

[0003] Existing research has proposed some prefabricated component transport supports; however, existing patents still have some issues:

[0004] (1) It is bolted to the component wall, which is not suitable for prefabricated components with integrated interior and exterior wall decoration layers;

[0005] (2) The frame and enclosure structure occupy a large space, which is not conducive to hoisting;

[0006] (3) The frame size is relatively fixed and cannot adapt to various cross-sectional sizes, resulting in low reuse rate;

[0007] (4) The vibration isolation bearings and damper end fixtures are connected to the transport plate by welding, which restricts their use.

[0008] Therefore, there is an urgent need to provide a modular vibration-damping transport support for prefabricated components to solve the problems existing in the current technology. Summary of the Invention

[0009] To address the technical problems existing in existing precast component transport supports, the present invention aims to provide a modular vibration-damping transport support for precast components. This support improves the reliability, applicability, and reusability of precast component transport supports, effectively solving the problem that existing precast component transport supports cannot adapt to the long-distance, damage-free transport of integrated components, especially those containing insulation or decorative layers.

[0010] To achieve the above objectives, the present invention provides a modular vibration-damping transport support for prefabricated components, including a support module, a vibration-damping module, and a limiting module. The support module includes a connector unit and a column unit. The connector unit is telescopically disposed at both ends of the column unit to accommodate wall panels of different sizes that are inserted into the connector units at both ends of the column unit. The vibration-damping module is disposed at the bottom of the column unit, and the limiting module is distributed on the support module. The wall panels inserted into the connector units are clamped and limited by adjusting the limiting module.

[0011] Furthermore, the column unit includes several sets of column components, which are arranged opposite to each other and connected. Each column component includes several first horizontal bars and several first vertical bars, which are symmetrically arranged and connected to each other by several first horizontal bars.

[0012] Furthermore, the connector unit has a symmetrical structure and is symmetrically arranged on both sides of the column unit to form the installation area of ​​the wall panel. The connector unit includes a second longitudinal bar, several second horizontal bars, a third longitudinal bar, and several third horizontal bars. The second horizontal bars are arranged longitudinally opposite each other, with one end connected to the first longitudinal bar of the column unit and the other end connected to the second longitudinal bar. Several third horizontal bars are arranged in a direction perpendicular to the second longitudinal bars, and the other end of the third horizontal bars is provided with a third longitudinal bar.

[0013] Furthermore, the vibration reduction module is composed of a vibration isolation system unit and a viscous damper system unit, and the viscous damper system unit is connected to the vibration isolation system unit.

[0014] Furthermore, the vibration isolation system unit consists of a base plate, vibration isolation supports, a cover plate, a limiting plate, and a soft rubber pad. The base plate has several holes at equal intervals, and vibration isolation supports are installed in the holes. The cover plate covers the vibration isolation supports, the soft rubber pad is installed on the cover plate, and the limiting plate is installed at one end of the cover plate to limit the wall panel, the cover plate, and the soft rubber pad.

[0015] Furthermore, the viscous damper system consists of a damper connecting plate and a viscous damper, wherein the viscous damper is connected to the damper connecting plate to form an integral structure, and the damper connecting plate is connected to the other end of the cover plate.

[0016] Furthermore, the limiting module includes an end limiting rubber support unit, which includes a rubber body, a steel plate, and several screws. The steel plate is disposed at the bottom of the rubber body, and the several screws are connected to the steel plate.

[0017] Furthermore, the limiting module includes a top limiting rubber telescopic support unit, which is distributed above the frame to limit the displacement of the top of the wall. The top limiting rubber telescopic support unit includes a fixed-length bracket, a telescopic bracket, and several rubber bodies. The telescopic bracket is symmetrically arranged at both ends of the fixed-length bracket and can extend and retract relative to the fixed-length bracket. The length of the bracket can be adjusted by the telescopic bracket. The bottom of the fixed-length bracket and the telescopic brackets at both ends are respectively provided with rods, and rubber bodies are sleeved on the rods. The upper parts of both sides of the wall panel are clamped and limited by adjusting the length of the telescopic bracket.

[0018] Furthermore, the limiting module includes a lateral limiting rubber support unit, which includes two rubber bodies and several nuts. The two rubber bodies are symmetrically arranged and connected in the middle by several nuts. The relative width of the two rubber bodies can be adjusted by rotating the nuts.

[0019] Furthermore, the limiting module includes an external limiting rubber crossbar unit, which includes a longitudinal stop bar, a rubber body, and connecting blocks. The rubber body is disposed on the longitudinal stop bar, and several connecting blocks are provided at both ends of the longitudinal stop bar. The external limiting rubber crossbar unit is connected to the connecting blocks to limit the middle of both sides of the wall panel after installation.

[0020] The modular vibration-damping transport support for prefabricated components provided by this invention, through its modular support structure, adjustable connecting rods, telescopic supports and adjustable limit supports, ensures reliable force transmission while adapting to walls of various cross-sectional thicknesses and improving the reusability of the support structure.

[0021] Meanwhile, the small frame size of this solution makes it suitable for various types of load-bearing platforms.

[0022] Secondly, this solution reduces the requirements for modifying the flatbed vehicle body while ensuring good vibration reduction and isolation performance by placing vibration isolation bearing groups and dampers between the frame and the wall.

[0023] In addition, this solution effectively restricts the position of the wall by using adjustable limiting supports with rubber bodies, ensuring that the wall does not shift excessively and that the interior and exterior wall decoration layers are not damaged. Attached Figure Description

[0024] The present invention will be further described below with reference to the accompanying drawings and specific embodiments.

[0025] Figure 1 This is a schematic diagram of the overall structure of the present invention;

[0026] Figure 2 This is a schematic diagram of the overall structure of the support module in this invention;

[0027] Figure 3 This is a schematic diagram of the distribution structure of the adjustable connecting rod in this invention;

[0028] Figure 4 This is a schematic diagram of the adjustable connecting rod in this invention;

[0029] Figure 5 This is a schematic diagram of the assembly of the vibration damping module in this invention;

[0030] Figure 6 This is a schematic diagram of the overall structure of the vibration reduction module in this invention;

[0031] Figure 7 This is a schematic diagram of the stepped structure of the upper cover plate of the vibration damping module in this invention;

[0032] Figure 8 This is a schematic diagram of the composition of the limiting module in this invention;

[0033] Figure 9 This is a schematic diagram of the assembly structure of the end limiting rubber support unit of the limiting module in this invention;

[0034] Figure 10 This is a schematic diagram of the overall structure of the end-positioning rubber support unit in this invention;

[0035] Figure 11 This is a schematic diagram of the top limiting rubber telescopic support unit of the limiting module in this invention;

[0036] Figure 12 This is a schematic diagram of the assembly structure of the lateral limiting rubber support unit of the limiting module in this invention;

[0037] Figure 13 This is a schematic diagram of the overall structure of the lateral limiting rubber support unit in this invention;

[0038] Figure 14 This is a schematic diagram of the external limiting rubber telescopic support unit of the limiting module in this invention;

[0039] Figure 15 This is a schematic diagram of the assembly of the vibration damping module in this invention;

[0040] Figure 16 This is an assembly diagram of the end and lateral limiting rubber support unit in this invention;

[0041] Figure 17 This is an assembly diagram of the top and external limiting rubber support units in this invention.

[0042] The following are the component labels in the attached diagram:

[0043] 100. Bracket Module; 110. Side Connection Unit; 111. Fourth Vertical Rod; 112. Fourth Horizontal Rod; 1121. Second Locking Part; 120. Connecting Unit; 121. Second Vertical Rod; 122. Second Horizontal Rod; 123. Third Vertical Rod; 124. Third Horizontal Rod; 125. Diagonal Brace; 130. Column Unit; 131. First Horizontal Rod; 132. First Vertical Rod; 1311. First Locking Part; 141. Small Diameter Connecting Rod; 142. Large Diameter Connecting Rod

[0044] 200. Vibration damping module; 210. Vibration isolation system unit; 211. Base plate; 212. Seismic isolation bearing; 213. Cover plate; 214. Limiting plate; 215. Soft rubber pad; 216. Step; 220. Viscous damper system unit; 221. Damper connecting plate; 222. Viscous damper.

[0045] 300. Limiting module; 310. End limiting rubber support unit; 311. Rubber body; 312. Steel plate; 313. Screw; 320. Lateral limiting rubber support unit; 321. Rubber body; 322. Nut; 330. External limiting rubber crossbar unit; 331. Longitudinal stop bar; 332. Rubber body; 333. Connecting block; 340. Top limiting rubber telescopic support unit; 341. Fixed length bracket; 342. Telescopic bracket; 343. Rubber body; 400. Wall panel. Detailed Implementation

[0046] To make the technical means, creative features, objectives and effects of this invention easier to understand, the invention will be further described below with reference to specific illustrations.

[0047] In view of the technical problems existing in the existing precast component transport supports, this invention provides a modular vibration-damping transport support for precast components, which can improve the reliability and applicability of the precast component transport support and effectively solve the problem that the existing precast component transport supports cannot adapt to the long-distance, damage-free transport of integrated components (especially those containing insulation or decoration layers).

[0048] See Figure 1 The modular vibration-damping transport support for prefabricated components provided by the present invention includes a support module 100, a vibration-damping module 200, and a limiting module 300. The support module 100, the vibration-damping module 200, and the limiting module 300 are all prefabricated components, and their dimensions can be adjusted according to the different component sizes to install the modules and dimensions.

[0049] Further, see Figure 2 The bracket module 100 is used for the installation and connection of the wall panel 400, and includes a side connection unit 110, a plug-in unit 120 and a column unit 130.

[0050] The column unit 130 is used to stabilize the overall support structure. The column unit 130 consists of two sets of column assemblies. Each set of column assemblies includes several first horizontal bars 131 and several first vertical bars 132. The several first vertical bars 132 are symmetrically arranged and connected to each other by several first horizontal bars 131 to form the column assembly. At the same time, several first locking parts 1311 are provided on the middle section of the first horizontal bar 131 for cooperating and connecting with the limiting module 300.

[0051] Two sets of column components composed of the above structure are symmetrically arranged and connected by several first crossbars 131 to form a stable column unit.

[0052] This plan does not limit the number of column components; the specific number can be determined based on the actual situation.

[0053] The connector units 120 are symmetrically arranged at both ends of the column unit 130, and the connector units 120 at both ends are respectively connected to the two ends of the column unit 130.

[0054] Each set of plug-in units 120 has a symmetrical structure and is symmetrically arranged on both sides of the column unit 130, forming two sets of wall panel 400 installation areas together with the column unit 130.

[0055] The connector unit 120 located on one side of the column unit 130 includes a second longitudinal bar 121, a plurality of second horizontal bars 122, a third longitudinal bar 123, a plurality of third horizontal bars 124, and a plurality of diagonal braces 125. The plurality of second horizontal bars 122 are arranged longitudinally opposite each other, with one end connected to the first longitudinal bar 132 of the column unit 130 and the other end connected to the second longitudinal bar 121. A plurality of third horizontal bars 124 are provided in the direction perpendicular to the second longitudinal bar 121, and the other end of the third horizontal bar 124 is provided with a third longitudinal bar 123.

[0056] To ensure the stability of the connector unit 120, a diagonal brace 125 is provided between the second longitudinal bar 121 and the third longitudinal bar 123. The diagonal brace 125 acts as a reinforcing rib, thereby enhancing the stability of the connector unit 120.

[0057] Therefore, the connector unit 120, which is composed of the second longitudinal bar 121, a number of second horizontal bars 122, a third longitudinal bar 123, a number of third horizontal bars 124 and a number of diagonal braces 125, is symmetrically arranged on both sides of the column unit 130, and forms the installation area of ​​the wall panel 400 with the column unit 130. When the wall panel 400 is installed in the installation area of ​​the connector unit 120, the bracket formed by the connection of the second longitudinal bar 121, a number of third horizontal bars 124 and the third longitudinal bar 123 can support and limit the wall panel 400.

[0058] Also see Figure 3 The second crossbar 122 in the plug-in unit 120 and the fourth crossbar 112 in the side connection unit 110 of the support module 100 are both telescopic structures, which can form an adjustable connecting rod at the middle end of the support module 100. The first crossbar 131 in the column unit 130 is a telescopic structure, which can form an adjustable connecting rod in the middle of the support module 100.

[0059] Specifically, the second crossbar 122, the first crossbar 131, and the fourth crossbar 112 are telescopic structures, see [link / reference]. Figure 4It consists of two connecting rods with different diameters. The smaller diameter connecting rod 141 can be inside the larger diameter connecting rod 142. By pulling and shifting relative to the larger diameter connecting rod 142, the length of the smaller diameter connecting rod 141 within the larger diameter connecting rod 142 can be adjusted, thereby adjusting the length of the crossbar.

[0060] The large-diameter connecting rod 142 and the small-diameter connecting rod 141 are respectively provided with several locking parts in the longitudinal direction. After the length is adjusted, the large-diameter connecting rod 142 and the small-diameter connecting rod 141 can be fastened with the locking parts.

[0061] The side connecting unit 110 is connected to one section of the insertion unit 120. It includes several fourth vertical rods 111 and several fourth horizontal rods 112. The fourth vertical rods 111 are symmetrically arranged, with one end connected to the second vertical rod 121 on the insertion unit 120, and connected to the first vertical rod 132 of the column unit 130 via the fourth horizontal rods 112. Simultaneously, the fourth horizontal rods 112 are provided with several second locking parts 1121 for engaging with the limiting module 300.

[0062] A vibration damping module 200 is provided at the bottom of the column unit 130. When the wall panel 400 is inserted into the column unit 130, the vibration damping module 200 at the bottom can ensure good vibration damping performance of the bracket.

[0063] In practical applications, depending on the number of installation areas, a corresponding number of vibration damping modules 200 can be used to ensure the vibration damping performance of the bracket.

[0064] See Figures 5-6 The vibration reduction module 200 is composed of a vibration isolation system unit 210 and a viscous damper system unit 220. The vibration isolation system unit 210 can be connected to the support module 100 through the viscous damper system unit 220, and specifically, it is connected to the crossbars in the two side plug-in units 120 through locking parts.

[0065] The vibration isolation system unit 210 consists of a base plate 211, a vibration isolation support 212, a cover plate 213, a limiting plate 214, and a soft rubber pad layer 215.

[0066] The base plate 211 has several holes at equal intervals, and vibration isolation supports 212 are installed in the holes. A cover plate 213 is installed on the vibration isolation supports 212.

[0067] See Figure 7 To accommodate the different widths of the inner and outer skins of the prefabricated integrated exterior wall panel 400, the upper cover plate 213 has an L-shaped step 216 on one side, which is adapted to the edge of the wall 400 and allows the wall 400 to be placed stably.

[0068] A soft rubber pad 215 is provided on the cover plate 213. The soft rubber pad 215 can be used to absorb and reduce vertical vibration during driving.

[0069] The limiting plate 214 is set at one end of the cover plate 213. By setting the limiting plate 214, it can be ensured that the wall panel 400 does not slide horizontally between the cover plate 213 and the soft rubber pad layer 215.

[0070] The viscous damper system 220 consists of a damper connecting plate 221 and a viscous damper 222, providing additional horizontal damping to the vibration isolation system.

[0071] The viscous damper 222 is connected to the damper connecting plate 221 to form an integrated structure. The damper connecting plate 221 is welded to the other end of the upper cover plate 213. The damper connecting plate 221 and the limiting plate 214 are respectively set at both ends of the cover plate 211 to ensure that there is no horizontal slippage between the wall panel 400 and the cover plate and the soft rubber pad layer 215. At the same time, the damper connecting plate 221 has mating bolt holes that correspond to the wall connecting parts.

[0072] This solution reduces the requirements for modifying the flatbed vehicle body while ensuring good vibration reduction and isolation performance by placing vibration isolation bearing assemblies and dampers between the frame and the wall.

[0073] The limiting module 300 is used to limit the movement of the wall panel 400 after it is inserted into the bracket module 100. See [link / reference] Figure 8 The limiting module 300 includes an end limiting rubber support unit 310, a lateral limiting rubber support unit 320, an external limiting rubber crossbar unit 330, and a top limiting rubber telescopic support unit 340. By adjusting the above support units, the wall installed in the bracket module 100 can be supported and limited at the end, side, outside, and top, ensuring the stability of the wall panel 400 after installation.

[0074] Further, see Figures 9-10 The end-limiting rubber support unit 310 includes a rubber body 311, a steel plate 312 and several screws 313. The steel plate 312 is located at the bottom of the rubber body 311, and the several screws 313 are connected to the steel plate 312.

[0075] The end-limiting rubber support unit 310 is connected to the bracket module 100 by means of a screw 313 passing through the end adjustable connecting rod of the side connecting unit 110 and the plug-in unit 120 respectively and cooperating with the locking member.

[0076] The end-limiting rubber support unit 310 on the plug-in unit 120 and the end-limiting rubber support unit 310 on the side connection unit 110 have the same structure, only the size is different; by setting the end-limiting rubber support unit 310, the side connection unit 110 and the plug-in unit 120 can be limited.

[0077] Furthermore, the top-limiting rubber telescopic support unit 340 includes several top-limiting rubber telescopic support components, which are distributed above the support module 100 to restrain the top displacement of the wall 400. See also Figure 11 Each set of top limiting rubber telescopic support components includes a fixed-length bracket 341, a telescopic bracket 342, and several rubber bodies 343.

[0078] Telescopic brackets 342 are symmetrically arranged at both ends of fixed-length brackets 341. They can extend and retract relative to fixed-length brackets 341. The overall length of the bracket can be adjusted by pulling the telescopic brackets 342.

[0079] Meanwhile, the fixed-length bracket 341 and the telescopic bracket 342 are equipped with several locking parts, which are used to fix the length after the length is adjusted by pulling and locking.

[0080] The bottom of the long bracket 341 and the telescopic brackets 342 at both ends are respectively provided with rods, and rubber bodies 343 are fitted on the rods. The length of the brackets is adjusted by the telescopic brackets 342 to clamp and limit the upper parts of both sides of the wall panel 400 after installation.

[0081] Furthermore, the lateral limiting rubber support unit 320 includes several lateral limiting rubber support components distributed between the two sets of support components.

[0082] See Figures 12-13 The lateral limiting rubber support assembly includes two rubber bodies 321, two screws, and several nuts 322. The two rubber bodies 321 are symmetrically arranged and connected in the middle by several nuts 322. By loosening and tightening the nuts 322, the screws 322 can be lengthened and shortened, thereby adjusting the limiting function.

[0083] The lateral limiting rubber support assembly has two screws 322 in the assembly, which pass through the bolt holes in a pair of crossbars 131 in the bracket module and are fastened with bolts to form a mating connection with the bracket module 100.

[0084] Further, see Figure 13-14 The external limiting rubber crossbar unit 330 is symmetrically arranged on the bracket module, and includes a longitudinal stop bar 331, a rubber body 332 and a connector block 333.

[0085] The rubber body 332 is set on the longitudinal stop bar 331. The rubber body 332 can limit the wall panel 400. The two ends of the longitudinal stop bar 331 are provided with several connecting blocks 333. The connecting blocks 333 connect the external limiting rubber crossbar unit 330 to the second longitudinal bar 121 and the third longitudinal bar 124 of the connecting unit 120, thereby limiting the middle of both sides of the wall panel 400 after installation.

[0086] This solution effectively restricts the position of wall 400 by using adjustable limiting supports with rubber bodies, ensuring that the wall 400 does not undergo excessive displacement while preventing damage to the interior and exterior wall decoration layers.

[0087] The prefabricated modular vibration-damping transport support structure based on the above scheme is illustrated below with an example of its construction method in a specific application. This construction method is merely illustrative and does not limit the scope of this scheme. The construction method includes the following steps:

[0088] (1) Based on the 400mm dimension of the wall to be transported, set adjustable connecting rods (ends and longitudinal) to achieve the appropriate 100mm dimension of the support module, and then tighten the bolts to fix it.

[0089] (2) See Figure 15 Based on the dimensions, specifications, and weight of the wall 400, select the vibration isolation system unit 210 and the viscous damper system unit 220, and install them onto the bracket module 100.

[0090] (3) See Figure 16 Based on the 400mm wall dimension, determine the dimensions of the end limiting rubber support 310, the lateral limiting rubber support 320, and the top limiting rubber telescopic support, and install and roughly adjust the end limiting rubber support 310 and the lateral limiting rubber support 320 into place. Hoist the bracket module 100 to a suitable position on the flatbed truck and place it stably.

[0091] (4) Hoist one wall panel 400 to the top of the support module 100 and slowly lower it vertically onto the soft rubber pad 215 of the vibration isolation module cover plate 213 to ensure that the limiting plate 214 is in close contact with the wall panel 400. After positioning, do not detach the hook, connect the damper connecting plate 221 to the wall panel connecting piece, adjust the bolts of the end limiting rubber support 310 and the lateral limiting rubber support 320, and install the external limiting rubber crossbar 330 to make it fully clamped.

[0092] (5) Unhook and hoist the next wall section, and repeat step 4.

[0093] (6) Finally, see Figure 17 The top limiting rubber telescopic support 340 is installed by bolts or fasteners to ensure that the wall 400 is clamped.

[0094] The prefabricated modular vibration-damping transport support constructed by the above scheme, through its modular support structure, adjustable connecting rods, telescopic supports and adjustable limit supports, ensures reliable force transmission while being able to adapt to walls of various cross-sectional thicknesses and improves the reusability of the support structure.

[0095] At the same time, its small frame size makes it suitable for various types of load-bearing platforms.

[0096] Secondly, by placing vibration isolation bearing assemblies and dampers between the frame and the wall, good vibration reduction and isolation performance is ensured while reducing the requirements for modifying the flatbed vehicle body.

[0097] In addition, the adjustable limiting support with rubber body effectively restricts the position of the wall, ensuring that the wall does not shift too much and that the interior and exterior wall decoration layers are not damaged.

[0098] The foregoing has shown and described the basic principles, main features, and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of the invention. Various changes and modifications can be made to the invention without departing from its spirit and scope, and all such changes and modifications fall within the scope of the present invention as claimed. The scope of protection of this invention is defined by the appended claims and their equivalents.

Claims

1. A modular vibration-damping transport support for prefabricated components, characterized in that, The system includes a support module, a vibration damping module, and a limiting module. The support module includes a side connection unit, a connector unit, and a column unit. The connector unit is telescopically mounted at both ends of the column unit to accommodate wall panels of different sizes that are inserted into the connector units at both ends of the column unit. The vibration damping module is located at the bottom of the column unit. When the wall panel is inserted into the column unit, the vibration damping module at the bottom absorbs and dissipates the vibration during transportation. The vibration damping module consists of a vibration isolation system unit and a viscous damper system unit. The vibration isolation system unit can be connected to the crossbars in the two side insertion units of the support module through locking components via the viscous damper system unit. The vibration isolation system unit consists of a base plate, vibration isolation supports, a cover plate, a limiting plate, and a soft rubber pad layer. The base plate has several equally spaced holes, on which vibration isolation supports are fitted. A cover plate covers the vibration isolation supports. The cover plate has an L-shaped step on one side to fit and connect with the edge of the wall, allowing the wall to be placed stably. The soft rubber pad layer is placed on the cover plate to absorb and reduce vertical vibrations during driving. The limiting plate is located at one end of the cover plate to prevent horizontal slippage between the wall panel, the cover plate, and the soft rubber pad layer. The viscous damper system consists of a damper connecting plate and a viscous damper, providing additional horizontal damping to the vibration isolation system. The viscous damper and the damper connecting plate are connected to form an integral structure. The damper connecting plate is welded to the other end of the cover plate. By cooperating with the limiting plate and being respectively set at both ends of the cover plate, horizontal slippage between the wall panel, the cover plate, and the soft rubber pad layer can be ensured. At the same time, the damper connecting plate has mating bolt holes corresponding to the wall connecting parts. The limiting modules are distributed on the support module. By adjusting the limiting modules, the wall panels inserted into the connector units are clamped and limited. The limiting modules include end limiting rubber support units and top limiting rubber telescopic support units. The end limiting rubber support units are used to limit the end of the wall panels inserted into the support module. The end limiting rubber support units include a rubber body, a steel plate, and several screws. The steel plate is located at the bottom of the rubber body, and the screws are connected to the steel plate. The end limiting rubber support units are connected to the support module by screws passing through the adjustable connecting rods at the ends of the side connecting units and connector units, respectively, and cooperating with locking devices. The top-limiting rubber telescopic support unit includes several top-limiting rubber telescopic support components distributed above the support module, which serve to restrain the displacement of the top of the wall. Each set of top-limiting rubber telescopic support components includes a fixed-length support, a telescopic support, and several rubber bodies. The telescopic support is symmetrically arranged at both ends of the fixed-length support and can extend and retract relative to the fixed-length support. The overall length of the support can be adjusted by pulling the telescopic support. At the same time, the fixed-length support and the telescopic support are respectively provided with several locking parts. After the length is adjusted by pulling, they are fixed with the locking parts. The bottom of the fixed-length support and the telescopic supports at both ends are respectively provided with rods, and rubber bodies are sleeved on the rods. The length of the support is adjusted by the telescopic support to clamp and limit the upper parts of both sides of the wall panel after installation.

2. The modular vibration-damping transport support for prefabricated components according to claim 1, characterized in that, The column unit includes several sets of column components, which are arranged opposite to each other and connected. Each column component includes several first horizontal bars and several first vertical bars, which are symmetrically arranged and connected to each other by several first horizontal bars.

3. The modular vibration-damping transport support for prefabricated components according to claim 1, characterized in that, The connector unit has a symmetrical structure and is symmetrically arranged on both sides of the column unit to form the installation area of ​​the wall panel. The connector unit includes a second longitudinal bar, several second horizontal bars, a third longitudinal bar, and several third horizontal bars. The second horizontal bars are arranged longitudinally opposite each other, with one end connected to the first longitudinal bar of the column unit and the other end connected to the second longitudinal bar. Several third horizontal bars are arranged in a direction perpendicular to the second longitudinal bars, and the other end of the third horizontal bars is provided with a third longitudinal bar.

4. The modular vibration-damping transport support for prefabricated components according to claim 1, characterized in that, The limiting module includes a lateral limiting rubber support unit, which includes two rubber bodies and several nuts. The two rubber bodies are symmetrically arranged and connected in the middle by several nuts. The relative width of the two rubber bodies can be adjusted by rotating the nuts.

5. A modular vibration-damping transport support for prefabricated components according to claim 1, characterized in that, The limiting module includes an external limiting rubber crossbar unit, which includes a longitudinal stop bar, a rubber body, and connecting blocks. The rubber body is disposed on the longitudinal stop bar, and several connecting blocks are provided at both ends of the longitudinal stop bar. The external limiting rubber crossbar unit is connected to the connecting blocks to limit the middle of both sides of the wall panel after installation.

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