Slope reinforcing structure

Abstract

The utility model discloses a side slope reinforcing structure which is anchored on the slope surface of a side slope and comprises a plurality of groups of longitudinal beams, each group of longitudinal beams are arranged along the inclined direction of the side slope, and the plurality of groups of longitudinal beams are arranged in parallel along the slope surface of the side slope at equal intervals; the cross beams are arranged between the adjacent groups of longitudinal beams and are perpendicular to the longitudinal beams, the two ends of each cross beam are fixed with the two adjacent groups of longitudinal beams, and a plurality of groups of cross beams which are arranged in parallel at equal intervals are arranged between every two adjacent groups of longitudinal beams; the longitudinal beam comprises a plurality of longitudinal beam assemblies. The longitudinal beams and the cross beams are vertically and horizontally arranged and anchored on the slope surface through the anchor rods, so that the side slope is reinforced, meanwhile, the grids formed by the longitudinal beams and the cross beams can be used for planting plants, the stability of the side slope is guaranteed, meanwhile, green vegetation coverage of the side slope is achieved, harmonious symbiosis of ecology and engineering is achieved, and the economic benefit is improved. The longitudinal beam is formed by connecting the longitudinal beam assemblies end to end, so that transportation of all the assemblies of the reinforcing structure is facilitated, and the transportation convenience of the reinforcing structure is improved.

Description

Technical Field

[0001] This utility model relates to the field of slope protection technology, and in particular to a slope reinforcement structure. Background Technology

[0002] In today's society, with the booming development of infrastructure construction, the construction of large-scale projects such as highways and railways is becoming increasingly frequent. These construction processes are often accompanied by a large amount of earthwork excavation, resulting in numerous slope structures. However, due to their physical characteristics, such as insufficient cohesion, natural soil slopes often exhibit weak and loose characteristics, making them highly susceptible to shallow landslides, which pose a serious threat to project safety and the surrounding environment.

[0003] To address the stability issues of soil slopes, the commonly used method in existing technologies is reinforcement and protection through concrete pouring. This method, with its advantages of simple construction and significant reinforcement effect, ensures slope stability to a certain extent. However, concrete-poured slopes also have obvious drawbacks: due to the properties of concrete, the surface of the poured slope cannot support the growth of any green vegetation. This not only damages the original ecological environment but also contradicts the currently advocated concept of ecological slope construction.

[0004] Ecological slope construction aims to achieve green vegetation coverage on slopes while ensuring their stability through scientific and rational methods, thereby achieving a harmonious coexistence between ecology and engineering. However, existing slope reinforcement technologies are inadequate in this regard and cannot meet the industry's dual requirements for slope reinforcement and ecological greening. Therefore, to address these issues, the industry urgently needs a new type of slope reinforcement device. Utility Model Content

[0005] Therefore, in order to overcome the above-mentioned shortcomings, this utility model provides a slope reinforcement structure, which is anchored to the slope surface and includes:

[0006] The longitudinal beams are arranged in an array, with each array of longitudinal beams set along the slope inclination direction, and the array of longitudinal beams are arranged parallel and equidistantly along the slope surface.

[0007] A crossbeam is provided between adjacent groups of longitudinal beams and is perpendicular to the longitudinal beams. Both ends of the crossbeam are fixed to the two adjacent groups of longitudinal beams. Between each pair of adjacent groups of longitudinal beams, there are several parallel and equidistantly arranged crossbeams to form a grid for planting plants.

[0008] The longitudinal beam includes multiple sets of longitudinal beam components, which are connected end to end to form a longitudinal beam. The ends of the crossbeams are connected to the end joints of the longitudinal beam components.

[0009] The longitudinal beam assembly and the transverse beam are anchored to the slope surface by anchor bolts.

[0010] This utility model reinforces slopes by using longitudinal and transverse beams, anchored to the slope surface with anchor rods. Simultaneously, the grid formed by the longitudinal and transverse beams can be used for planting, thus ensuring slope stability while achieving green vegetation coverage, achieving a harmonious coexistence of ecology and engineering. Multiple sets of longitudinal beam components are connected end-to-end to form longitudinal beams, facilitating the transportation of the various components of the reinforcement structure and improving its ease of transport.

[0011] Furthermore, the longitudinal beam assembly includes:

[0012] A first connecting part, the first connecting part including a plug;

[0013] The second connecting part includes a mating block, and a first slot that matches the insertion block is provided at the end of the mating block.

[0014] By inserting the first connecting part of a set of longitudinal beam assemblies into the first slot of the second connecting part, multiple sets of longitudinal beam assemblies can be quickly connected, and the longitudinal beams can be quickly assembled.

[0015] Furthermore, slots are provided on opposite sides of the insert block;

[0016] The second connecting part further includes:

[0017] The card block is L-shaped, and the vertical protrusion of the card block matches the card slot;

[0018] The locking rod is embedded in the mating block and rotatably connected to the mating block. The locking rod is threadedly connected to the locking block.

[0019] By rotating the locking rod, the locking block is linearly displaced, causing the vertical protrusion of the locking block to engage or disengage from the slot, thereby fixing and releasing the two sets of longitudinal beam assemblies.

[0020] Furthermore, a receiving slot is provided in the first slot to fully accommodate the card block, and the receiving slot is connected to the first slot.

[0021] The card block is accommodated by a receiving slot so that it does not protrude from the slot wall, thereby preventing interference with the movement of the insert.

[0022] Furthermore, the first connecting portion also includes:

[0023] The first movable longitudinal beam is integrally connected to one end of the insert block. The first movable longitudinal beam includes a first beam body. A second slot is provided at the end of the first beam body away from the insert block. A first tightening nut is provided on the side of the end of the first beam body away from the insert block and is threadedly connected to the first beam body. The first tightening nut passes through the first beam body from the outside to the inside so that its tail end extends into the second slot.

[0024] The second movable longitudinal beam is integrally connected to the end of the mating block that does not have the first slot. The second movable longitudinal beam includes a second beam body, which is inserted into the second slot. The second beam body and the first beam body maintain relative sliding. A first movable groove is opened on the surface of the second beam body corresponding to the tail end of the first tightening nut.

[0025] The length of the longitudinal beam assembly can be adjusted by sliding the first or second movable longitudinal beam, thereby adjusting the length of the longitudinal beam assembly according to the actual construction conditions.

[0026] Furthermore, the crossbeam includes two sets of opposing third connecting portions, each third connecting portion including a connecting plate, and third connecting holes are provided on opposite sides of the surface of the connecting portion.

[0027] The mating block has a first connecting hole on its opposite sides, and the first beam has a second connecting hole on its opposite sides.

[0028] When the two sets of longitudinal beam assemblies are connected end to end, the first connecting hole, the second connecting hole and the two sets of third connecting holes correspond to and match each other.

[0029] The crossbeam is inserted into the first or second connecting hole through the third connecting hole using connecting bolts, thereby fixing the crossbeam and the longitudinal beam. This facilitates disassembly and assembly while improving the connection strength between the longitudinal beam components.

[0030] Furthermore, the crossbeam also includes:

[0031] The second movable crossbeam is integrally connected to one of the sets of third connecting parts. The second movable crossbeam includes a fourth beam body. A third slot is provided at one end of the second beam body away from the third connecting part. A second tightening nut is provided on the side of the end of the first beam body away from the third connecting part and is threadedly connected to the fourth beam body. The second tightening nut passes through the fourth beam body from the outside to the inside so that its tail end extends into the third slot.

[0032] The first movable crossbeam is integrally connected to another set of third connections. The first movable crossbeam includes a third beam body, which is partially inserted into a third slot. The third beam body and the fourth beam body maintain relative sliding. A second movable groove is provided on the surface of the third beam body corresponding to the tail end of the second tightening nut.

[0033] The length of the crossbeam can be adjusted by sliding the first or second movable crossbeam, thus allowing for adaptive adjustment of the crossbeam length according to the actual construction conditions.

[0034] Furthermore, the reinforcement structure also includes a first horizontal fixing part and a second horizontal fixing part, wherein the first horizontal fixing part or the second horizontal fixing part is disposed at the junction of the slope surface and the top or bottom ground plane;

[0035] The first horizontal fixing part includes:

[0036] The first horizontal anchoring part includes a first horizontal anchoring block, and a first rotating connection part is provided at one end of the first horizontal anchoring block.

[0037] The fourth connecting part has the same structure as the first connecting part, and a second rotating connecting part is provided at one end of the fourth connecting part. The second rotating connecting part and the first rotating connecting part cooperate with each other to form a rotating connection.

[0038] The second horizontal fixing part includes:

[0039] The second horizontal anchoring part has the same structure as the first horizontal anchoring part, and a third rotating connection part with the same structure as the first rotating connection part is provided at one end of the second horizontal anchoring part.

[0040] The fifth connecting part has the same structure as the second connecting part. One end of the fifth connecting part is provided with a fourth rotating connecting part that has the same structure as the second rotating connecting part. The fourth rotating connecting part and the third rotating connecting part cooperate with each other to form a rotating connection.

[0041] Furthermore, the first or third rotating connection portion includes a connecting block, and rotating pins are provided on opposite sides of the connecting block;

[0042] The second or fourth connecting part includes two sets of rotating blocks, and the connecting block is inserted between the two sets of rotating blocks. A pin hole matching the rotating pin is provided on the side of the rotating block.

[0043] The entire reinforced structure is anchored to the ground plane through a horizontal fixing part to improve the anchoring stability of the reinforced structure.

[0044] This utility model has the following advantages:

[0045] This utility model reinforces slopes by using longitudinal and transverse beams, anchored to the slope surface with anchor rods. Simultaneously, the grid formed by the longitudinal and transverse beams can be used for planting, thus ensuring slope stability while achieving green vegetation coverage, achieving a harmonious coexistence of ecology and engineering. Multiple sets of longitudinal beam components are connected end-to-end to form longitudinal beams, facilitating the transportation of the various components of the reinforcement structure and improving its ease of transport. Attached Figure Description

[0046] Figure 1 This is a schematic diagram of the reinforcement structure installed on the slope;

[0047] Figure 2 yes Figure 1 A partial structural diagram of the reinforcement structure shown.

[0048] Figure 3 yes Figure 2 A schematic diagram of the longitudinal beam assembly in the reinforced structure shown;

[0049] Figure 4 yes Figure 3 A schematic diagram of the first part of the longitudinal beam assembly shown;

[0050] Figure 5 yes Figure 4 A schematic diagram of the second part of the longitudinal beam assembly shown;

[0051] Figure 6 yes Figure 5 A schematic diagram of the internal structure of the second connection part in the longitudinal beam assembly shown.

[0052] Figure 7 yes Figure 2 A schematic diagram of the second horizontal fixing part in the reinforcement structure shown;

[0053] Figure 8 yes Figure 2 A schematic diagram of the first horizontal fixing part in the reinforcement structure shown;

[0054] Figure 9 yes Figure 8 A schematic diagram of the structure of the first horizontal anchoring part in the first horizontal fixing part shown;

[0055] Figure 10 yes Figure 7 A schematic diagram of the structure of the fifth connecting part in the second horizontal fixing part is shown;

[0056] Figure 11 yes Figure 2 A schematic diagram of the crossbeam in the reinforced structure shown;

[0057] Figure 12 yes Figure 11A schematic diagram of the structure of the first movable crossbeam in the diagram is shown.

[0058] Figure 13 yes Figure 11 A schematic diagram of the structure of the second movable beam in the shown beam.

[0059] In the picture:

[0060] 1000, slope;

[0061] 2000, Reinforced Structure;

[0062] 2100 First horizontal fixing part; 2110 First horizontal anchoring part; 2111 Horizontal anchoring block; 2112 First anchor hole; 2120 Fourth connecting part; 2130 First rotating connecting part; 2140 Second rotating connecting part; 2141 Connecting block; 2142 Rotating pin;

[0063] 2200, Longitudinal beam assembly; 2210, First connecting part; 2211, Slot; 2212, Insert block; 2220, Second connecting part; 2221, First connecting hole; 2222, Second anchor hole; 2223, Mating block; 2224, First slot; 2225, Receiving groove; 2226, Locking block; 2227, Locking rod; 2230, First movable longitudinal beam; 2231, First beam body; 2232, Second slot; 2233, First loosening nut; 2234, Third anchor hole; 2235, Second connecting hole; 2240, Second movable longitudinal beam; 2241, Second beam body; 2242, First movable slot;

[0064] 2300, Crossbeam; 2310, First movable crossbeam; 2311, Third beam; 2312, Fourth anchor hole; 2313, Second movable groove; 2320, Second movable crossbeam; 2321, Fourth beam; 2322, Third slot; 2323, Second slack nut; 2324, Fifth anchor hole; 2330, Third connecting part; 2331, Connecting plate; 2332, Third connecting hole;

[0065] 2400, Second horizontal fixing part; 2410, Fifth connecting part; 2420, Second horizontal anchoring part; 2430, Fourth rotating connecting part; 2431, Rotating block; 2432, Pin hole;

[0066] 2500, Anchor bolt. Detailed Implementation

[0067] The embodiments of this application are described in detail below. Examples of these embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals denote the same or similar elements or elements having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary and intended to explain this application, and should not be construed as limiting this application.

[0068] In this document, relational terms such as "first" and "second" are used merely to distinguish one entity or operation from another, without necessarily requiring or implying any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus.

[0069] As described in the background section, the commonly used method in the prior art is to reinforce and protect slopes by pouring concrete. This method, with its advantages of simple construction and significant reinforcement effect, ensures slope stability to a certain extent. However, concrete-poured slopes also have obvious drawbacks: due to the properties of concrete, the surface of the poured slope cannot support the growth of any green vegetation. This not only damages the original ecological environment but also runs counter to the currently advocated concept of ecological slope construction.

[0070] Example 1:

[0071] Therefore, in order to overcome the above-mentioned defects in the existing technology, this embodiment provides a slope reinforcement structure, such as... Figure 1 As shown, the reinforcement structure 2000 is anchored to the slope surface, as... Figure 2 As shown, the reinforcement structure includes:

[0072] The longitudinal beams are arranged in an array, with each array of longitudinal beams set along the slope inclination direction, and the array of longitudinal beams are arranged parallel and equidistantly along the slope surface.

[0073] A crossbeam 2300 is provided between adjacent groups of longitudinal beams and is perpendicular to the longitudinal beams. Both ends of the crossbeam are fixed to two adjacent groups of longitudinal beams. Between each pair of adjacent groups of longitudinal beams, there are several parallel and equidistantly arranged crossbeams to form a grid for planting plants.

[0074] The longitudinal beam includes multiple sets of longitudinal beam assemblies 2200, which are connected end to end to form a longitudinal beam. The end of the crossbeam 2300 is connected to the end of the longitudinal beam assembly.

[0075] The longitudinal beam assembly and the transverse beam are anchored to the slope surface by anchor bolts 2500.

[0076] During installation, the longitudinal beam assembly is anchored to the slope. Then, another set of longitudinal beam assemblies is connected end-to-end with the longitudinal beam assembly anchored to the slope, and then anchored again. This process is repeated until a sufficient number of longitudinal beam assemblies are anchored. Then, the assembly and anchoring of another set of longitudinal beams is carried out. After the other set of longitudinal beams is assembled, the crossbeams are installed between adjacent longitudinal beams to fix them at the joints with the adjacent longitudinal beam assemblies. The remaining crossbeams are installed in the same way. After a sufficient number of crossbeams are installed, the installation of longitudinal beams continues, and the above operations are repeated.

[0077] This utility model reinforces slopes by using longitudinal and transverse beams, anchored to the slope surface with anchor rods. Simultaneously, the grid formed by the longitudinal and transverse beams can be used for planting, thus ensuring slope stability while achieving green vegetation coverage, achieving a harmonious coexistence of ecology and engineering. Multiple sets of longitudinal beam components are connected end-to-end to form longitudinal beams, facilitating the transportation of the various components of the reinforcement structure and improving its ease of transport.

[0078] In this embodiment, the connection between the longitudinal beam assemblies and the fixing between the crossbeams and longitudinal beams can be achieved by welding, fusion, or riveting.

[0079] Example 2:

[0080] This embodiment provides a connection method for adjacent longitudinal beam assemblies, such as... Figure 3 As shown, the longitudinal beam assembly includes:

[0081] First connecting part 2210, such as Figure 4 As shown, the first connecting part includes a plug 2212;

[0082] Second connecting part 2220, such as Figure 5 As shown, the second connecting part includes a mating block 2223, and a first slot 2224 that matches the insert block is provided at the end of the mating block.

[0083] By inserting the first connecting part of a set of longitudinal beam assemblies into the first slot of the second connecting part, multiple sets of longitudinal beam assemblies can be quickly connected, and the longitudinal beams can be quickly assembled.

[0084] In this embodiment, as Figure 4 As shown, slots 2211 can also be provided on the opposite sides of the insert block;

[0085] At this time, as Figure 6 As shown, the second connecting portion may further include:

[0086] The card block 226 is L-shaped, and the vertical protrusion of the card block matches the card slot.

[0087] The locking rod 2227 is embedded in the mating block 223 and is rotatably connected to the mating block. The locking rod 2227 is threadedly connected to the locking block.

[0088] In this embodiment, the card block is movably disposed in the first slot. When the card block is fully inserted into the slot, the vertical protrusion of the card block corresponds exactly to the position of the slot.

[0089] In this embodiment, rotating the locking rod causes the locking block to move linearly, so that the vertical protrusion of the locking block can be engaged or disengaged from the slot, thereby achieving the fixing and loosening of the two sets of longitudinal beam assemblies.

[0090] In addition, to avoid the card block interfering with the movement of the insert block, such as Figure 6 As shown, a receiving slot 2225 that can fully accommodate the card block can be provided in the first slot, and the receiving slot is connected to the first slot.

[0091] The card block is accommodated by a receiving slot so that it does not protrude from the slot wall, thereby preventing interference with the movement of the insert.

[0092] Example 3:

[0093] To achieve flexible adjustment of the longitudinal beam length, such as Figures 3-5 As shown, the first connecting portion may further include:

[0094] The first movable longitudinal beam 2230 is integrally connected to the insert block 2212 at one end. The first movable longitudinal beam includes a first beam body 2231. A second slot 2232 is provided at the end of the first beam body away from the insert block. A first loosening nut 2233 is provided on the side of the end of the first beam body away from the insert block and is threadedly connected to the first beam body. The first loosening nut passes through the first beam body from the outside to the inside so that its tail end extends into the second slot.

[0095] The second movable longitudinal beam 2240 is integrally connected to the end of the mating block that does not have the first slot. The second movable longitudinal beam includes a second beam body 2241, which is inserted into the second slot. The second beam body and the first beam body maintain relative sliding. A first movable groove 2242 is provided on the surface of the second beam body corresponding to the tail end of the first tightening nut.

[0096] During installation, the second beam can be inserted into the second slot. The first or second beam can be slid according to the actual construction requirements to adjust the length of the longitudinal beam assembly. After adjustment, the first nut can be rotated so that its tail end abuts against the bottom of the first movable slot to achieve relative fixation of the first and second beams.

[0097] The length of the longitudinal beam assembly can be adjusted by sliding the first or second movable longitudinal beam, thereby adapting the length of the longitudinal beam assembly to the actual construction conditions.

[0098] In this embodiment, a third anchor hole 2234 can be provided in the first beam body, and a second anchor hole 2222 can be provided in the mating block. By inserting the anchor rod through the second or third anchor hole in a preset direction into the slope, the entire longitudinal beam assembly can be anchored to the slope.

[0099] In this embodiment, at least one of the second anchor hole and the third anchor hole may be provided.

[0100] Example 4:

[0101] This embodiment provides a connection method between a crossbeam and a longitudinal beam, such as... Figure 11 As shown, the crossbeam includes two sets of opposing third connecting parts 2330, as... Figures 12-13 As shown, the third connecting part 2330 includes a connecting plate 2331, and third connecting holes 2332 are provided on opposite sides of the surface of the connecting part.

[0102] like Figure 4 , 5 As shown, the mating block has a first connecting hole 2221 on its opposite sides, and the first beam has a second connecting hole 2235 on its opposite sides.

[0103] When the two sets of longitudinal beam assemblies are connected end to end, the first connecting hole, the second connecting hole and the two sets of third connecting holes correspond to and match each other.

[0104] The crossbeam is inserted into the first or second connecting hole through the third connecting hole using connecting bolts, thereby fixing the crossbeam and the longitudinal beam. This facilitates disassembly and assembly while improving the connection strength between the longitudinal beam components.

[0105] Example 5:

[0106] To achieve adaptive adjustment of the beam length, such as Figure 11 As shown, the crossbeam may further include:

[0107] The second movable crossbeam 2320 is integrally connected to one of the sets of third connecting parts. The second movable crossbeam includes a fourth beam body 2321. A third slot 2322 is provided at the end of the second beam body away from the third connecting part. A second loosening nut 2323 is provided on the side of the end of the first beam body away from the third connecting part and is threadedly connected to the fourth beam body. The second loosening nut passes through the fourth beam body from the outside to the inside so that its tail end extends into the third slot.

[0108] The first movable crossbeam 2310 is integrally connected to another set of third connections. The first movable crossbeam includes a third beam body 2311. The third beam body is partially inserted into a third slot. The third beam body and the fourth beam body maintain relative sliding. A first movable groove 2242 is provided on the surface of the third beam body corresponding to the tail end of the second tightening nut.

[0109] During installation, insert the end of the third beam furthest from the third connection into the third slot. Slide the third or fourth beam according to actual construction needs to adjust the length of the crossbeam. After adjustment, rotate the second nut until its tail end contacts the bottom of the second movable slot to achieve relative fixation of the third and fourth beams.

[0110] The length of the crossbeam can be adjusted by sliding the first or second movable crossbeam, thus allowing for adaptive adjustment of the crossbeam length according to the actual construction conditions.

[0111] In this embodiment, as Figure 12 , 13 As shown, a fourth anchor hole 2312 can also be set on the third beam, and a fifth anchor hole 2324 can be set on the fourth beam. By inserting the anchor rod through the fourth or fifth anchor hole in a preset direction into the slope, the entire beam can be anchored to the slope.

[0112] In this embodiment, at least one of the fourth anchor hole and the fifth anchor hole may be provided.

[0113] Example 6:

[0114] To improve the anchoring stability of reinforced structures, such as Figure 2 As shown, the reinforcement structure may further include a first horizontal fixing part 2100 and a second horizontal fixing part 2400, wherein the first horizontal fixing part or the second horizontal fixing part is disposed at the junction of the slope surface and the top or bottom ground plane of the slope.

[0115] like Figure 7 As shown, the first horizontal fixing part 2100 includes:

[0116] The first horizontal anchoring part 2110 includes a first horizontal anchoring block 2111, and a first rotating connection part 2140 is provided at one end of the first horizontal anchoring block.

[0117] The fourth connecting part 2120 has the same structure as the first connecting part. A second rotating connecting part 2130 is provided at one end of the fourth connecting part. The second rotating connecting part and the first rotating connecting part cooperate with each other to form a rotating connection.

[0118] like Figure 8 As shown, the second horizontal fixing part includes:

[0119] The second horizontal anchoring part 2420 has the same structure as the first horizontal anchoring part, and a third rotating connection part with the same structure as the first rotating connection part is provided at one end of the second horizontal anchoring part.

[0120] The fifth connecting part 2410 has the same structure as the second connecting part. One end of the fifth connecting part is provided with a fourth rotating connecting part 2130, which has the same structure as the second rotating connecting part. The fourth rotating connecting part and the third rotating connecting part cooperate with each other to form a rotating connection.

[0121] like Figure 9 As shown, the first rotating connection part 2140 or the third rotating connection part includes a connecting block 2141, and rotating pins 2142 are provided on opposite sides of the connecting block;

[0122] like Figure 10 As shown, the second connecting part 2130 or the fourth connecting part 2430 includes two sets of rotating blocks 2431. The connecting blocks are inserted between the two sets of rotating blocks, and pin holes 2432 that match the rotating pins are provided on the side of the rotating blocks.

[0123] By referring to the cooperation method between the fourth connecting part in the first horizontal fixing part and the second connecting part of the longitudinal beam in this embodiment, the first horizontal anchor block is rotated to make it contact the ground at the bottom or top of the slope, and the anchor rod is inserted into the ground through the first anchor hole 2112 provided in the first horizontal anchor block to achieve the fixation of the first anchor block to the ground.

[0124] Similarly, by engaging the fifth connecting part in the second horizontal fixing part of this embodiment with the first connecting part of the longitudinal beam (the engagement method refers to the engagement method between the first connecting part and the second connecting part), the second horizontal anchor block is rotated to make it contact the ground, and the anchor rod is inserted into the ground through the sixth anchor hole provided in the second horizontal anchor block to achieve the fixation of the second anchor block to the ground.

[0125] The entire reinforced structure is anchored to the ground plane through a horizontal fixing part to improve the anchoring stability of the reinforced structure.

[0126] The above description of the disclosed embodiments enables those skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention is not to be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A slope reinforcement structure, wherein the reinforcement structure is anchored to the slope surface, characterized in that, include: The longitudinal beams are arranged in an array, with each array of longitudinal beams set along the slope inclination direction, and the array of longitudinal beams are arranged parallel and equidistantly along the slope surface. A crossbeam is provided between adjacent groups of longitudinal beams and is perpendicular to the longitudinal beams. Both ends of the crossbeam are fixed to the two adjacent groups of longitudinal beams. Between each pair of adjacent groups of longitudinal beams, there are several parallel and equidistantly arranged crossbeams to form a grid for planting plants. The longitudinal beam includes multiple sets of longitudinal beam components, which are connected end to end to form a longitudinal beam. The ends of the crossbeams are connected to the end joints of the longitudinal beam components. The longitudinal beam assembly and the transverse beam are anchored to the slope surface by anchor bolts.

2. The slope reinforcement structure according to claim 1, characterized in that, The longitudinal beam assembly includes: A first connecting part, the first connecting part including a plug; The second connecting part includes a mating block, and a first slot that matches the insertion block is provided at the end of the mating block.

3. The slope reinforcement structure according to claim 2, characterized in that, Slots are provided on opposite sides of the insert block; The second connecting part further includes: The card block is L-shaped, and the vertical protrusion of the card block matches the card slot; The locking rod is embedded in the mating block and rotatably connected to the mating block. The locking rod is threadedly connected to the locking block.

4. The slope reinforcement structure according to claim 3, characterized in that, The first slot is provided with a receiving groove that can fully accommodate the card block, and the receiving groove is connected to the first slot.

5. A slope reinforcement structure according to claim 2, characterized in that, The first connecting part further includes: The first movable longitudinal beam is integrally connected to one end of the insert block. The first movable longitudinal beam includes a first beam body. A second slot is provided at the end of the first beam body away from the insert block. A first tightening nut is provided on the side of the end of the first beam body away from the insert block and is threadedly connected to the first beam body. The first tightening nut passes through the first beam body from the outside to the inside so that its tail end extends into the second slot. The second movable longitudinal beam is integrally connected to the end of the mating block that does not have the first slot. The second movable longitudinal beam includes a second beam body, which is inserted into the second slot. The second beam body and the first beam body maintain relative sliding. A first movable groove is opened on the surface of the second beam body corresponding to the tail end of the first tightening nut.

6. A slope reinforcement structure according to claim 5, characterized in that, The crossbeam includes two sets of opposing third connecting parts, each third connecting part including a connecting plate, and third connecting holes are provided on opposite sides of the surface of the connecting part; The mating block has a first connecting hole on its opposite sides, and the first beam has a second connecting hole on its opposite sides. When the two sets of longitudinal beam assemblies are connected end to end, the first connecting hole, the second connecting hole and the two sets of third connecting holes correspond to and match each other.

7. A slope reinforcement structure according to claim 5, characterized in that, The crossbeam also includes: The second movable crossbeam is integrally connected to one of the sets of third connecting parts. The second movable crossbeam includes a fourth beam body. A third slot is provided at one end of the second beam body away from the third connecting part. A second tightening nut is provided on the side of the end of the first beam body away from the third connecting part and is threadedly connected to the fourth beam body. The second tightening nut passes through the fourth beam body from the outside to the inside so that its tail end extends into the third slot. The first movable crossbeam is integrally connected to another set of third connections. The first movable crossbeam includes a third beam body, which is partially inserted into a third slot. The third beam body and the fourth beam body maintain relative sliding. A second movable groove is provided on the surface of the third beam body corresponding to the tail end of the second tightening nut.

8. A slope reinforcement structure according to any one of claims 2 to 7, characterized in that, The reinforcement structure also includes a first horizontal fixing part and a second horizontal fixing part, wherein the first horizontal fixing part or the second horizontal fixing part is disposed at the junction of the slope surface and the top or bottom ground plane. The first horizontal fixing part includes: The first horizontal anchoring part includes a first horizontal anchoring block, and a first rotating connection part is provided at one end of the first horizontal anchoring block. The fourth connecting part has the same structure as the first connecting part, and a second rotating connecting part is provided at one end of the fourth connecting part. The second rotating connecting part and the first rotating connecting part cooperate with each other to form a rotating connection. The second horizontal fixing part includes: The second horizontal anchoring part has the same structure as the first horizontal anchoring part, and a third rotating connection part with the same structure as the first rotating connection part is provided at one end of the second horizontal anchoring part. The fifth connecting part has the same structure as the second connecting part. One end of the fifth connecting part is provided with a fourth rotating connecting part that has the same structure as the second rotating connecting part. The fourth rotating connecting part and the third rotating connecting part cooperate with each other to form a rotating connection.

9. A slope reinforcement structure according to claim 8, characterized in that, The first or third rotating connection part includes a connecting block, and rotating pins are provided on opposite sides of the connecting block; The second or fourth connecting part includes two sets of rotating blocks, and the connecting block is inserted between the two sets of rotating blocks. A pin hole matching the rotating pin is provided on the side of the rotating block.

Images