Prefabricated fish scale pit green system and construction method

Abstract

The present application relates to a prefabricated assembly type fish scale pit green recovery system and construction method, mainly comprising assembly type fish scale pit, shaped base, cartridge anchor rod, mountain, sealing plate mortar, drainage ditch, wire mesh, sand gravel and the like. During construction, firstly, the assembly type fish scale pit is made, and the mountain excavation groove, horizontal and vertical cartridge anchor rod holes are set on the mountain, then the prefabricated assembly type fish scale pit is placed, the horizontal and vertical cartridge anchor rod is set, and the green recovery construction is completed by planting green. The beneficial effects of the present application are: the prefabricated assembly type construction method firstly makes the assembly type fish scale pit, then installs on the mountain slope excavation surface, which can improve the construction quality and construction efficiency of the fish scale pit, and further realizes rapid green recovery; the horizontal cartridge anchor rod and vertical cartridge anchor rod are used for three-way binding of the fish scale pit, which improves the stability of the assembly type fish scale pit; it has good aesthetic landscape value and good comprehensive benefits.

Description

Technical Field

[0001] This invention relates to a prefabricated fish-scale pit revegetation system and construction method, which is mainly applicable to ecological revegetation construction. Background Technology

[0002] Afforestation and greening are perpetual themes in forestry development, and ensuring the survival rate of afforestation is a crucial indicator of the success or failure of afforestation and greening efforts. Fish-scale pit land preparation for afforestation is particularly suitable for sunny, steep slopes with severe soil erosion, thin soil layers, exposed soil and rocks, and persistently low soil moisture. In such areas, general afforestation methods are unlikely to be successful. These areas urgently need forest restoration to quickly provide multifaceted protective functions, while also achieving the goals of greening, beautification, and timber production. Therefore, adopting special afforestation land preparation methods is absolutely necessary.

[0003] The currently widely used fish-scale pit construction method involves direct masonry work on hillsides. However, due to the limitations of the construction site and conditions, the quality and time required for masonry work often fail to meet the target requirements. Furthermore, masonry work on steep hillsides poses a safety risk.

[0004] To address the aforementioned issues, this paper innovates the construction of fish-scale pits based on a summary of traditional construction methods, proposing a prefabricated assembled fish-scale pit revegetation system and construction method to improve the construction quality and efficiency of fish-scale pit ecological revegetation. Summary of the Invention

[0005] The purpose of this invention is to overcome the shortcomings of the prior art and provide a prefabricated fish-scale pit revegetation system and construction method.

[0006] The prefabricated fish-scale pit revegetation system includes: prefabricated fish-scale pits, standardized base, reserved openings for bottom drainage pipes, hillside, and drainage ditch;

[0007] The prefabricated fish-scale pit is equipped with a standardized base at the bottom, and a bottom drainage pipe pre-reserved opening is provided at the bottom of the standardized base. The standardized base is equipped with prefabricated side walls, and toothed end plates and side retaining plates are provided at both ends of the prefabricated side walls.

[0008] The mountain is provided with a mountain excavation trench, horizontal anchor bolt holes and vertical anchor bolt holes. The toothed end plate is placed in the mountain excavation trench. Horizontal explosive cartridge anchor bolts are installed in the horizontal anchor bolt holes and vertical explosive cartridge anchor bolts are installed in the vertical anchor bolt holes.

[0009] As a preferred embodiment: the side retaining plate is located on the outermost side of the toothed end plate, the end of the side retaining plate is provided with an end plate reserved groove and a horizontal cartridge anchor rod reserved groove, the prefabricated side wall is provided with a side wall sealing plate reserved groove, the standardized base is provided with a bottom retaining plate and a filling groove, the filling groove is provided with a vertical cartridge anchor rod reserved hole, and the bottom retaining plate is provided with a side drainage outlet.

[0010] As a preferred option: horizontal grouting mortar is provided between the gaps of the horizontal anchor bolt holes and the horizontal explosive cartridge anchor bolts; vertical grouting mortar is provided between the gaps of the vertical anchor bolt holes and the vertical explosive cartridge anchor bolts; backfill mortar is provided in the mountain excavation trench; and topsoil is provided in the prefabricated fish-scale pit.

[0011] Preferably, the filling trench is equipped with a drug cartridge anchor end cap and side soil, and herbaceous plants are planted on the side soil.

[0012] Preferably, the side wall sealing plate is provided in the reserved groove of the side wall sealing plate and the reserved groove of the end plate, and the sealing plate mortar is provided in the gap of the side wall sealing plate and the reserved groove of the side wall sealing plate and the reserved groove of the end plate.

[0013] Preferably, the bottom drain pipe is provided with a PVC drain pipe in the reserved opening, the end of the PVC drain pipe is provided with a replaceable filter screen, and one end of the PVC drain pipe is connected to the drain ditch.

[0014] As a preferred embodiment: a ceramsite blanket is provided at the junction of the prefabricated fish-scale pit and the mountain, the surface of the ceramsite blanket is covered with wire mesh, the ceramsite blanket and the wire mesh are fixed by fixing nails, the bottom of the prefabricated fish-scale pit is provided with gravel, topsoil is provided on the gravel, and trees are planted on the topsoil.

[0015] The construction method of the prefabricated fish-scale pit revegetation system includes the following steps:

[0016] Step 1: Construct drainage ditches: Construct drainage ditches around the area where the prefabricated fish-scale pits need to be installed.

[0017] Step 2: Constructing the prefabricated fish-scale pit: Assemble the prefabricated fish-scale pit.

[0018] Step 3: Excavating the mountain: Constructing the mountain excavation trench, horizontal anchor bolt holes, vertical anchor bolt holes, and the installation platform for the prefabricated fish-scale pit on the mountain.

[0019] Step 4: Install the prefabricated fish-scale pit: After hoisting the prefabricated fish-scale pit, install the medicated roll anchor rod, and then pour backfill mortar between the excavated trench in the mountain and the toothed end plate.

[0020] Step 5: Laying the expanded clay mat: Lay the expanded clay mat at the bottom of the prefabricated fish-scale pit, cover it tightly with wire mesh, and then fix it with fixing nails;

[0021] Step 6: Install the drain pipe: Install the PVC drain pipe in the pre-reserved opening at the bottom, with one end of the PVC drain pipe extending to the drainage ditch. Install a replaceable filter screen at the end of the PVC drain pipe.

[0022] Step 7: Backfill the fish-scale pits and side soil, and green the landscaping: Backfill the prefabricated fish-scale pits with gravel and topsoil in sequence, and plant trees; backfill the side soil in the filling trenches to below the bottom retaining plate, and then plant herbaceous plants.

[0023] As a preferred embodiment, in step four: the explosive cartridge anchor bolts include vertical explosive cartridge anchor bolts and horizontal explosive cartridge anchor bolts; the specific installation method of the explosive cartridge anchor bolts is as follows: after the hoisting and assembly of the fish scale pit is in place, the vertical explosive cartridge anchor bolts are first installed, and vertical grouting mortar is poured into the gaps. Then, the explosive cartridge anchor bolt end caps are set, and the horizontal explosive cartridge anchor bolts are installed and horizontal grouting mortar is poured in.

[0024] The beneficial effects of this invention are:

[0025] 1) The prefabricated assembly construction method is adopted to first construct the prefabricated fish-scale pits, and then install them on the hillside excavation surface, which improves the construction quality and efficiency of the fish-scale pits.

[0026] 2) The use of horizontal and vertical explosive cartridge anchors for three-way tying of the fish-scale pit improves the stability of the prefabricated fish-scale pit.

[0027] 3) The bottom of the prefabricated fish-scale pit is laid with gravel, and the surface in contact with the mountain is covered with a ceramsite blanket wrapped with wire mesh. Drainage pipes are installed at the bottom of the prefabricated fish-scale pit and connected to the drainage ditch to ensure the drainage performance of the fish-scale pit, thereby ensuring the survival rate of the plants. Attached Figure Description

[0028] Figure 1 This is a schematic diagram of the prefabricated fish-scale pit structure of the present invention;

[0029] Figure 2 This is a three-dimensional structural diagram of the prefabricated fish-scale pit.

[0030] Figure 3 This is a schematic diagram showing the connection between the prefabricated fish-scale pit and the mountain.

[0031] Figure 4 This is an elevation view of the prefabricated fish-scale pit installation.

[0032] Figure 5 This is a plan view of the prefabricated fish-scale pit installation;

[0033] Figure 6 This is a schematic diagram of the side greening.

[0034] The components include: 1. Prefabricated fish-scale pit; 2. Prefabricated sidewall; 3. Standardized base; 4. Bottom drainage pipe pre-reserved opening; 5. Bottom retaining plate; 6. Side drainage outlet; 7. Vertical cartridge anchor bolt pre-reserved hole; 8. Filling trench; 9. Side wall sealing plate pre-reserved groove; 10. End plate pre-reserved groove; 11. Pre-reserved mortar groove; 12. Horizontal cartridge anchor bolt pre-reserved groove; 13. Toothed end plate; 14. Side retaining plate; 15. Vertical cartridge anchor bolt; 16. Vertical grouting mortar; 17. Horizontal cartridge anchor bolt. 18. Horizontal grouting mortar 19. Mountain excavation trench 20. Mountain 21. Backfill mortar 22. Topsoil 23. Horizontal anchor bolt hole 24. Side wall sealing plate 25. Sealing plate mortar 26. Herbaceous plants 27. Trees 28. Vertical anchor bolt hole 29. Drainage ditch 30. Replaceable filter screen 31. PVC drainage pipe 32. Drug cartridge anchor bolt end sealing 33. Side topsoil 34. Wire mesh 35. Fixing nails 36. Ceramsite blanket 37. Gravel. Detailed Implementation

[0035] The present invention will be further described below with reference to embodiments. The description of the embodiments below is only for the purpose of helping to understand the present invention. It should be noted that those skilled in the art can make several modifications to the present invention without departing from the principle of the present invention, and these improvements and modifications also fall within the protection scope of the claims of the present invention.

[0036] Example 1

[0037] As one example, such as Figures 1 to 6 As shown, the prefabricated fish-scale pit revegetation system includes: prefabricated fish-scale pit 1, standardized base 3, bottom drainage pipe reserved opening 4, hill 20 and drainage ditch 29.

[0038] like Figure 2 As shown, the prefabricated fish scale pit 1 has a fixed base 3 at the bottom, and a bottom drain pipe reserved opening 4 at the bottom of the fixed base 3. A PVC drain pipe 31 is installed in the bottom drain pipe reserved opening 4. A replaceable reverse filter screen 30 is installed at the end of the PVC drain pipe 31. One end of the PVC drain pipe 31 is connected to the drainage ditch 29.

[0039] The prefabricated base 3 is provided with an assembled side wall 2. Both ends of the assembled side wall 2 are provided with toothed end plates 13 and side retaining plates 14. The side retaining plates 14 are located on the outermost side of the toothed end plates 13. The end of the side retaining plates 14 is provided with end plate reserved grooves 10 and horizontal cartridge anchor rod reserved grooves 12. The assembled side wall 2 is provided with side wall sealing plate reserved grooves 9. Side wall sealing plates 24 are provided in the side wall sealing plate reserved grooves 9 and end plate reserved grooves 10. Sealing mortar 25 is provided in the gaps between the side wall sealing plates 24, the side wall sealing plate reserved grooves 9 and 10.

[0040] The standardized base 3 is equipped with a bottom retaining plate 5 and a filling trough 8. The filling trough 8 is equipped with a pre-drilled hole 7 for vertical cartridge anchor rods, and the bottom retaining plate 5 is equipped with a side drainage outlet 6.

[0041] like Figures 3 to 6 As shown, the mountain body 20 is provided with a mountain excavation trench 19, horizontal anchor bolt holes 23, and vertical anchor bolt holes 28. The toothed end plate 13 is placed in the mountain excavation trench 19. Horizontal explosive cartridge anchor bolts 17 are installed in the horizontal anchor bolt holes 23, and vertical explosive cartridge anchor bolts 15 are installed in the vertical anchor bolt holes 28. Horizontal grouting mortar 18 is installed in the gap between the horizontal anchor bolt holes 23 and the horizontal explosive cartridge anchor bolts 17, and vertical grouting mortar 16 is installed in the gap between the vertical anchor bolt holes 28 and the vertical explosive cartridge anchor bolts 15. Backfill mortar 21 is installed in the mountain excavation trench 19.

[0042] The prefabricated fish-scale pit 1 is filled with topsoil 22. At the junction of the prefabricated fish-scale pit 1 and the mountain 20, there is a ceramsite blanket 36. The surface of the ceramsite blanket 36 is covered with wire mesh 34. The ceramsite blanket 36 and the wire mesh 34 are fixed by fixing nails 35. The bottom of the prefabricated fish-scale pit 1 is filled with gravel 37. The topsoil 22 is placed on the gravel 37. Trees 27 are planted on the topsoil 22.

[0043] The filling trench 8 is equipped with a medicine roll anchor end 32 and side soil 33, and herbaceous plants 26 are planted on the side soil 33.

[0044] Example 2

[0045] As another embodiment, the construction method of the prefabricated assembled fish-scale pit revegetation system is characterized by including the following steps:

[0046] Construction drainage ditch: Drainage ditch 29 shall be constructed around the perimeter of the prefabricated fish scale pit 1 to be installed;

[0047] Fabrication of prefabricated fish-scale pits: Prefabricate prefabricated fish-scale pits 1 as required, including prefabricated side walls 2, standardized base 3, bottom drainage pipe reserved opening 4, bottom retaining plate 5, side drainage outlet 6, vertical cartridge anchor bolt reserved hole 7, filling trench 8, side wall sealing plate reserved groove 9, end plate reserved groove 10, reserved mortar groove 11, horizontal cartridge anchor bolt reserved groove 12, toothed end plate 13, side retaining plate 14, etc.

[0048] Excavation of the mountain: Constructing the mountain excavation trench 19, horizontal anchor bolt holes 23, vertical anchor bolt holes 28, and prefabricated fish scale pit 1 installation platform on the mountain 20.

[0049] Installation of prefabricated fish-scale pit: After the prefabricated fish-scale pit 1 is hoisted into place, first install the vertical medicated cartridge anchor rod 15, and fill the gap with vertical grouting mortar 16. Then set the end cap 32 of the medicated cartridge anchor rod, and install the horizontal medicated cartridge anchor rod 23. At the same time, fill the horizontal grouting mortar 18. Then fill the gap between the mountain excavation trench 19 and the toothed end plate 13 with backfill mortar 21.

[0050] Laying the expanded clay mat: Lay a layer of expanded clay at the bottom of the prefabricated fish scale pit 1, cover it tightly with wire mesh 34, and then fix it with fixing nails 35.

[0051] Install the drain pipe: Install the PVC drain pipe 32 in the bottom drain pipe reserved opening 4, extend one end of the PVC drain pipe 31 to the drain ditch 29, and install the replaceable filter screen 30 at the end of the PVC drain pipe 31.

[0052] Backfilling the fish-scale pits and landscaping: Gravel 37 and topsoil 22 are backfilled sequentially into the prefabricated fish-scale pit 1, and trees 27 are planted.

[0053] Backfilling and landscaping: Backfill the side soil 33 into the backfill trench 8 to a level slightly lower than the bottom retaining plate 5, and then plant herbaceous plants 26.

Claims

1. A construction method for a prefabricated, assembled fish-scale pit revegetation system, characterized in that, The prefabricated fish-scale pit revegetation system includes: prefabricated fish-scale pit (1), standardized base (3), bottom drainage pipe reserved opening (4), hill (20) and drainage ditch (29); The prefabricated fish-scale pit (1) is provided with a standardized base (3) at the bottom. The standardized base (3) is provided with a bottom drainage pipe reserved opening (4) at the bottom. The standardized base (3) is provided with a prefabricated side wall (2). The prefabricated side wall (2) is provided with toothed end plates (13) and side retaining plates (14) at both ends. The side retaining plates (14) are located on the outermost side of the toothed end plates (13). The end of the side retaining plates (14) is provided with an end plate reserved groove (10) and a horizontal drug cartridge anchor rod reserved groove (12). (2) The upper part is provided with a side wall sealing plate reserved groove (9), the fixed base (3) is provided with a bottom soil retaining plate (5) and a soil filling groove (8), the soil filling groove (8) is provided with a vertical medicine cartridge anchor rod reserved hole (7), and the bottom soil retaining plate (5) is provided with a side drainage outlet (6); the side wall sealing plate reserved groove (9) and the end plate reserved groove (10) are provided with a side wall sealing plate (24), and the gaps between the side wall sealing plate (24) and the side wall sealing plate reserved groove (9) and the end plate reserved groove (10) are all provided with sealing plate mortar (25); The mountain (20) is provided with a mountain excavation trench (19), horizontal anchor bolt holes (23) and vertical anchor bolt holes (28). The toothed end plate (13) is placed in the mountain excavation trench (19). Horizontal explosive cartridge anchor bolts (17) are provided in the horizontal anchor bolt holes (23), and vertical explosive cartridge anchor bolts (15) are provided in the vertical anchor bolt holes (28). The construction method for this prefabricated, assembled fish-scale pit revegetation system includes the following steps: Step 1: Construct drainage ditch: Construct drainage ditch (29) around the area where the prefabricated fish scale pit (1) needs to be installed; Step 2, Making the prefabricated fish-scale pit: Assembling the prefabricated fish-scale pit (1); Step 3, Excavation of the mountain: Construct the mountain excavation trench (19), horizontal anchor bolt holes (23), vertical anchor bolt holes (28) and the installation platform of the prefabricated fish scale pit (1) on the mountain (20); Step 4: Install the prefabricated fish scale pit: After hoisting the prefabricated fish scale pit (1), install the medicated roll anchor rod, and then pour backfill mortar (21) between the mountain excavation trench (19) and the toothed end plate (13); Step 5: Laying the expanded clay mat: Lay the expanded clay mat (36) at the bottom of the prefabricated fish scale pit (1), cover it tightly with wire mesh (34), and then fix it with fixing nails (35); Step 6: Install the drain pipe: Install the PVC drain pipe (31) in the bottom drain pipe reserved opening (4), extend one end of the PVC drain pipe (31) to the drain ditch (29), and install a replaceable reverse filter (30) at the end of the PVC drain pipe (31); Step 7: Backfill the fish-scale pit and side soil, and greening: Backfill the prefabricated fish-scale pit (1) with gravel (37) and topsoil (22) in sequence, and plant trees (27); Backfill the side soil (33) in the filling trench (8) until it is lower than the bottom retaining plate (5), and then plant herbaceous plants (26).

2. The construction method of the prefabricated assembled fish-scale pit revegetation system according to claim 1, characterized in that: Horizontal grouting mortar (18) is provided between the horizontal anchor bolt hole (23) and the horizontal explosive cartridge anchor bolt (17), vertical grouting mortar (16) is provided between the vertical anchor bolt hole (28) and the vertical explosive cartridge anchor bolt (15), backfill mortar (21) is provided in the mountain excavation trench (19), and topsoil (22) is provided in the prefabricated fish scale pit (1).

3. The construction method of the prefabricated assembled fish-scale pit revegetation system according to claim 1, characterized in that: The filling trench (8) is equipped with a drug cartridge anchor end cap (32) and side soil (33), and herbaceous plants (26) are planted on the side soil (33).

4. The construction method of the prefabricated assembled fish-scale pit revegetation system according to claim 1, characterized in that: The bottom drain pipe reserved opening (4) is equipped with a PVC drain pipe (31), and the end of the PVC drain pipe (31) is equipped with a replaceable reverse filter screen (30). One end of the PVC drain pipe (31) is connected to the drain ditch (29).

5. The construction method of the prefabricated assembled fish-scale pit revegetation system according to claim 1, characterized in that: At the junction of the prefabricated fish-scale pit (1) and the mountain (20), there is a ceramsite blanket (36), the surface of the ceramsite blanket (36) is covered with wire mesh (34), the ceramsite blanket (36) and the wire mesh (34) are fixed by fixing nails (35), the bottom of the prefabricated fish-scale pit (1) is provided with gravel (37), the gravel (37) is provided with topsoil (22), and trees (27) are planted on top of the topsoil (22).

6. The construction method of the prefabricated assembled fish-scale pit revegetation system according to claim 1, characterized in that, In step four: the cartridge anchor includes a vertical cartridge anchor (15) and a horizontal cartridge anchor (17); the specific installation method of the cartridge anchor is as follows: after the hoisting and assembly fish scale pit (1) is in place, first install the vertical cartridge anchor (15) and fill the gap with vertical grouting mortar (16), then set the cartridge anchor end cap (32), and install the horizontal cartridge anchor (17) and fill the horizontal grouting mortar (18).

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