A double-layer protective rockfall collection shed structure

Abstract

This utility model belongs to the technical field of rockfall protection shelter structures, and specifically relates to a double-layer protective rockfall collection shelter structure. A double-layer protective rockfall collection shelter structure includes columns, a three-bar support assembly above the columns, a top plate supported above the three-bar support assembly, canopy components at both ends of the top plate, canopy netting supported above the canopy components, and double-wing mesh support components on both sides of the top plate, with double-wing meshting on the double-wing mesh support components. This utility model, through its double-layer protective structure design, ensures that the canopy structure contacts the falling rock first. Using flexible protective netting and other components, the deformation of the netting absorbs and dissipates some of the impact energy of the falling rock. The designed canopy components guide the falling rock to the double-wing meshting on both sides of the shelter, causing the rock to slide down in a specific direction, facilitating centralized rockfall cleanup, preventing the falling rock from scattering and accumulating on roads or power lines, affecting traffic or increasing cleanup difficulty, and reducing the impact on power lines.

Description

Technical Field

[0001] This utility model belongs to the technical field of rockfall protection shed structure, and specifically relates to a double-layer rockfall collection shed structure. Background Technology

[0002] Currently, in mountainous areas with complex geological conditions, rockfall disasters occur frequently, posing a serious threat to transportation routes, buildings, and the safety of people. The existing rockfall protection shelter structure has the following problems: (1) Most existing rockfall protection shelters adopt a single-layer reinforced concrete roof structure. The single-layer structure lacks a graded energy dissipation mechanism, making it difficult to disperse impact loads and posing safety hazards.

[0003] (2) Conventional tunnels only focus on passive interception and do not solve the problem of subsequent rockfall accumulation. After the rockfall impact, the debris is scattered on the track or road surface, which requires manual cleaning and affects the efficiency of traffic resumption.

[0004] (3) Existing protective sheds require overall repair or replacement of single-layer roof slabs after damage, which has a long construction period and poor economic efficiency.

[0005] (4) Existing designs often excessively increase the thickness of the top slab or the reinforcement ratio, resulting in material waste and excessive structural weight.

[0006] (5) In areas with high rockfall energy, such as steep slopes and canyons, single-layer structures need to be equipped with additional buffer layers (such as geogrids and gravel cushions), which increases the difficulty of construction and has limited effect. Utility Model Content

[0007] To address the aforementioned problems, the purpose of this utility model is to provide a double-layer protective rockfall collection tunnel structure. Through this double-layer design, the roof structure contacts the falling rock first, employing flexible protective netting and other components that utilize their deformation to absorb and dissipate some of the impact energy. The designed roof components guide the falling rock to the double-wing hanging netting on both sides of the tunnel, causing it to slide down in a specific direction. This facilitates centralized rockfall collection and prevents the rock from scattering and accumulating on roads or railway lines, thus avoiding traffic disruptions or increased collection difficulty, reducing the impact on railway lines, and lowering the risk of the rock falling back onto the lines. This structure reduces the impact of falling rocks on the inner tunnel structure, preventing them from penetrating and intruding into the railway, highway, or other railway lines below, protecting the safety of vehicles, pedestrians, and equipment on the lines.

[0008] The technical solution of this utility model is as follows: a double-layer protective rockfall collection shed structure, including a column, a three-bar support assembly above the column, a top plate above the three-bar support assembly, a canopy assembly at both ends of the top plate, a canopy net above the canopy assembly, and a double-wing net frame support assembly on both sides of the top plate, with a double-wing net on the double-wing net frame support assembly.

[0009] The three-bar support assembly includes three diagonal supports connected end to end. Each diagonal support has a lower fixing screw, a lower fixing bolt, and a lower fixing plate on both sides of its bottom. The bottoms of adjacent diagonal supports are fixed by fixing screws and lower fixing bolts passing through the lower fixing plates. At the top connection point, the three-bar support has an upper fixing screw, an upper fixing bolt, and an upper fixing plate. The tops of adjacent diagonal supports are fixed by upper fixing screws and upper fixing bolts passing through the upper fixing plates.

[0010] The dual-wing support assembly includes a column lower fixing screw, a column lower fixing bolt, a dual-wing frame diagonal brace, a diagonal brace fixing screw, a diagonal brace fixing bolt, a dual-wing frame, a column, a column upper fixing screw, and a column upper fixing bolt. The dual-wing frame and the column are fixedly connected by the column upper fixing screw and the column upper fixing bolt. The dual-wing frame diagonal brace is fixedly connected to the column and the dual-wing frame by the column lower fixing screw and the column lower fixing bolt, the diagonal brace fixing screw, and the diagonal brace fixing bolt, respectively.

[0011] The canopy assembly includes an upper crossbeam, multiple upper support rods perpendicular to the upper crossbeam, an upper connecting rod, a diagonal support, a lower connecting rod, a lower support rod, and a lower crossbeam perpendicular to the lower support rod. The upper crossbeam and the upper support rod are connected by canopy plate fixing screws and bolts. The upper support rod and the upper connecting rod are connected by upper connecting rod fixing bolts and upper connecting rod fixing screws. The lower connecting rod and the lower support rod are connected by lower connecting rod fixing bolts and lower connecting rod fixing screws. The lower support rod and the lower crossbeam are connected by lower connecting screws and lower bolts.

[0012] The technical advantages of this invention are as follows: Through its double-layer protective structure design, the canopy structure contacts the falling rocks first. Flexible protective netting and other components absorb and dissipate some of the impact energy of the falling rocks through deformation. The designed canopy components guide the falling rocks to the double-wing hanging netting on both sides of the canopy, causing them to slide down in a specific direction. This facilitates centralized cleanup of the rocks, preventing them from scattering and accumulating on roads or railway lines, thus avoiding traffic disruptions or increased cleanup difficulties, reducing the impact on railway lines, and lowering the risk of rocks rolling back onto the lines. This structure reduces the impact of falling rocks on the inner canopy structure, preventing them from penetrating and intruding into the railway, highway, or other railway lines below, protecting the safety of vehicles, pedestrians, and equipment on the lines.

[0013] The following will provide further explanation in conjunction with the accompanying drawings. Attached Figure Description

[0014] Figure 1This is a three-dimensional structural diagram of a double-layer protective rockfall collection shed structure according to this utility model.

[0015] Figure 2 This is a structural schematic diagram of the three-pole support assembly for the shed of this utility model.

[0016] Figure 3 This is a structural schematic diagram of the double-wing space frame support component of this utility model.

[0017] Figure 4 This is a structural schematic diagram of the ceiling assembly of this utility model.

[0018] Figure reference numerals: 1-Three-pole support assembly; 2-Double-wing space frame support assembly; 3-Roof assembly; 4-Double-wing hanging net; 5-Roof hanging net; 6-Column; 7-Roof plate; 11-Lower fixing screw of three-pole support; 12-Lower fixing bolt of three-pole support; 13-Lower fixing plate of three-pole support; 14-Three-pole diagonal brace; 15-Upper fixing screw of three-pole support; 16-Upper fixing bolt of three-pole support; 17-Upper fixing plate of three-pole support; 21-Lower fixing screw of column; 22-Lower fixing bolt of column; 23-Double-wing frame diagonal brace; 24-Diagonal brace fixing screw; 25-Diagonal brace fixing bolt; 2 6-Double-wing frame; 27-Column; 28-Fixing screw on column; 29-Fixing bolt on column; 31-Upper crossbeam of the scaffold; 32-Fixing screw on the scaffold panel; 33-Fixing bolt on the scaffold panel; 34-Upper support rod of the roof; 35-Fixing bolt of the upper connecting rod; 36-Fixing screw of the upper connecting rod; 37-Upper connecting rod of the roof; 38-Diagonal support of the roof; 39-Lower connecting rod of the roof; 310-Fixing bolt of the lower connecting rod; 311-Fixing screw of the lower connecting rod; 312-Lower support rod of the roof; 313-Lower crossbeam of the scaffold; 314-Fixing screw of the lower scaffold panel; 315-Fixing bolt of the lower scaffold panel. Detailed Implementation Example 1

[0019] like Figures 1-4 As shown, a double-layer protective rockfall collection shed structure includes a column 6, a three-pole support assembly 1 above the column 6, a top plate 7 above the three-pole support assembly 1, a canopy assembly 3 at each end of the top plate 7, a canopy net 5 above the canopy assembly 3, and a double-wing net frame support assembly 2 at each end of the top plate 7, with a double-wing net 4 on the double-wing net frame support assembly 2.

[0020] In practical use, the roof hanging net supported above the roof assembly and the double-wing hanging net set on the double-wing net frame support assembly of this utility model can achieve a step-by-step attenuation of the impact energy of falling rocks, reduce the disaster impact of falling rocks on the cave entrance and the surrounding environment, and thus protect people's lives and property to the greatest extent. Example 2

[0021] Based on Embodiment 1, in this embodiment, preferably, the three-bar support assembly 1 includes three-bar diagonal supports 14 connected end to end. The three-bar diagonal supports 14 are respectively provided with three-bar support lower fixing screws 11, three-bar support lower fixing bolts 12 and three-bar support lower fixing plates 13 on both sides of the bottom. The bottom of adjacent three-bar diagonal supports 14 are fixed by fixing screws 11 and three-bar support lower fixing bolts 12 passing through the three-bar support lower fixing plates 13. The three-bar diagonal supports 14 are provided with three-bar support upper fixing screws 15, three-bar support upper fixing bolts 16 and three-bar support upper fixing plates 17 at the top connection. The top of adjacent three-bar diagonal supports 14 are fixed by three-bar support upper fixing screws 15 and three-bar support upper fixing bolts 16 passing through the three-bar support upper fixing plates 17.

[0022] In actual use, the bottom of the adjacent three-bar diagonal support 14 is fixed by fixing screws 11 and fixing bolts 12 through the fixing plate 13 of the three-bar support, and the top of the adjacent three-bar diagonal support 14 is fixed by fixing screws 15 and fixing bolts 16 through the fixing plate 17 of the three-bar support, so as to ensure the structural stability of the three-bar support assembly 1 and form a stable support for the top plate 7. Example 3

[0023] Based on Embodiment 1 or Embodiment 2, in this embodiment, preferably, the dual-wing support assembly 2 includes a column lower fixing screw 21, a column lower fixing bolt 22, a dual-wing frame diagonal brace 23, a diagonal brace fixing screw 24, a diagonal brace fixing bolt 25, a dual-wing frame 26, a column 27, a column upper fixing screw 28, and a column upper fixing bolt 29. The dual-wing frame 26 and the column 27 are fixedly connected by the column upper fixing screw 28 and the column upper fixing bolt 29. The dual-wing frame diagonal brace 23 is fixedly connected to the column 27 and the dual-wing frame 26 by the column lower fixing screw 21 and the column lower fixing bolt 22, the diagonal brace fixing screw 24, and the diagonal brace fixing bolt 25, respectively.

[0024] In actual use, the double-wing frame 26 and the column 27 are fixedly connected by the column fixing screws 28 and the column fixing bolts 29. The double-wing frame diagonal brace 23 is fixedly connected to the column 27 and the double-wing frame 26 by the column fixing screws 21 and the column fixing bolts 22, the diagonal brace fixing screws 24 and the diagonal brace fixing bolts 25 respectively, ensuring that the double-wing support assembly 2 is firmly connected and provides stable support for the double-wing hanging net 4. Example 4

[0025] Based on Embodiment 1 or Embodiment 3, in this embodiment, preferably, the canopy assembly 3 includes an upper crossbeam 31, a plurality of upper support rods 34 perpendicular to the upper crossbeam 31, an upper connecting rod 37, a diagonal support 38, a lower connecting rod 39, a lower support rod 312, and a lower crossbeam 313 perpendicular to the lower support rod 312. A canopy plate fixing screw 32 and a canopy plate fixing bolt 33 are provided between the upper crossbeam 31 and the upper support rod 34. An upper connecting rod fixing bolt 35 and an upper connecting rod fixing screw 36 are provided between the upper support rod 34 and the upper connecting rod 37. A lower connecting rod fixing bolt 310 and a lower connecting rod fixing screw 311 are provided between the lower connecting rod 39 and the lower support rod 312. A lower supporting rod 312 and a lower crossbeam 313 are provided with a lower fixing screw 314 and a lower fixing bolt 315.

[0026] In actual use, the upper crossbeam 31 of the canopy frame and the upper support rod 34 of the roof are provided with fixing screws 32 and fixing bolts 33 on the canopy plate. The upper support rod 34 of the roof and the upper connecting rod 37 of the heat exchange roof are provided with upper connecting rod fixing bolts 35 and upper connecting rod fixing screws 36. The lower connecting rod 39 of the roof and the lower support rod 312 of the roof are provided with lower connecting rod fixing bolts 310 and lower connecting rod fixing screws 311. The lower support rod 312 of the roof and the lower crossbeam 313 of the canopy frame are provided with lower fixing screws 314 and lower fixing bolts 315 on the canopy plate, ensuring that the roof assembly 3 is connected and secure, and providing stable support for the roof netting 5.

[0027] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope disclosed in the present utility model should be included within the protection scope of the present utility model.

Claims

1. A double-layer protective rockfall collection shed structure, characterized in that: It includes a column (6), a three-bar support assembly (1) is provided above the column (6), a top plate (7) is supported above the three-bar support assembly (1), a canopy assembly (3) is provided at the top of both ends of the top plate (7), a canopy net (5) is supported above the canopy assembly (3), a double-wing net frame support assembly (2) is provided on both sides of the top plate (7), and a double-wing net (4) is provided on the double-wing net frame support assembly (2).

2. The double-layer protective rockfall collection shed structure according to claim 1, characterized in that: The three-bar support assembly (1) includes three-bar diagonal supports (14) connected end to end. The three-bar diagonal supports (14) are respectively provided with three-bar support lower fixing screws (11), three-bar support lower fixing bolts (12) and three-bar support lower fixing plates (13) on both sides of the bottom. The bottom of adjacent three-bar diagonal supports (14) is fixed by the three-bar support lower fixing screws (11) and three-bar support lower fixing bolts (12) passing through the three-bar support lower fixing plates (13). The three-bar diagonal supports (14) are provided with three-bar support upper fixing screws (15), three-bar support upper fixing bolts (16) and three-bar support upper fixing plates (17) at the top connection. The top of adjacent three-bar diagonal supports (14) is fixed by the three-bar support upper fixing screws (15) and three-bar support upper fixing bolts (16) passing through the three-bar support upper fixing plates (17).

3. The double-layer protective rockfall collection shed structure according to claim 1, characterized in that: The double-wing space frame support assembly (2) includes a column lower fixing screw (21), a column lower fixing bolt (22), a double-wing frame diagonal brace (23), a diagonal brace fixing screw (24), a diagonal brace fixing bolt (25), a double-wing frame (26), a column (6), a column upper fixing screw (28), and a column upper fixing bolt (29). The double-wing frame (26) and the column (6) are fixedly connected by the column upper fixing screw (28) and the column upper fixing bolt (29). The double-wing frame diagonal brace (23) is fixedly connected to the column (6) and the double-wing frame (26) respectively by the column lower fixing screw (21) and the column lower fixing bolt (22), the diagonal brace fixing screw (24), and the diagonal brace fixing bolt (25).

4. The double-layer protective rockfall collection shed structure according to claim 1, characterized in that: The canopy assembly (3) includes an upper crossbeam (31), multiple upper support rods (34) perpendicular to the upper crossbeam (31), an upper connecting rod (37), a diagonal support (38), a lower connecting rod (39), a lower support rod (312), and a lower crossbeam (313) perpendicular to the lower support rod (312). The upper crossbeam (31) and the upper support rods (34) are connected by a fixing screw (32) on the canopy panel and a fixing screw on the canopy panel. Bolt (33), the upper support rod (34) of the roof is provided with an upper connecting rod fixing bolt (35) and an upper connecting rod fixing screw (36) between the upper support rod (34) of the roof and the upper connecting rod (37) of the roof, the lower connecting rod (39) of the roof is provided with a lower connecting rod fixing bolt (310) and a lower connecting rod fixing screw (311) between the lower support rod (312) of the roof and the lower crossbeam (313) of the roof frame is provided with a lower fixing screw (314) and a lower fixing bolt (315) between the lower support rod (312) of the roof and the lower crossbeam (313) of the roof frame.

Images