Sheet-pile wall supporting structure suitable for drilling construction

Through the anti-sliding pile components and greening components constructed by the drilling pile forming machine, the problems of low construction efficiency and difficulty in ecological greening are solved, and efficient and safe ecological pile wall construction is achieved.

CN223151224UActive Publication Date: 2025-07-25ZHEJIANG INST OF COMM CO LTD
View PDF 0 Cites 0 Cited by

Patent Information

Application Number
CN202422473673.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-12
Publication Date
2025-07-25
Estimated Expiration
2034-10-12

AI Technical Summary

Technical Problem

The existing pile panel walls have low construction efficiency during drilling construction, which poses construction risks and is inconvenient for ecological greening, resulting in environmental damage.

Method used

The drilling pile forming machine is used for construction, using anti-sliding pile components, retaining plate components and waist beams, combined with greening components, including fixed-end drilling piles, support platforms and cantilever end T-shaped piles, combined with the three-dimensional composite drainage network and gravel anti-filtration layer to achieve ecological greening.

Benefits of technology

It improves construction efficiency, reduces construction risks, realizes ecological greening of pile panel walls, and protects the environment.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN223151224U_ABST
    Figure CN223151224U_ABST
Patent Text Reader

Abstract

The utility model provides a sheet-pile wall supporting structure suitable for drilling construction, which relates to the technical field of civil construction and comprises a plurality of slide-resistant pile components, a plurality of breast board components, a plurality of waist beams and a plurality of greening components. The soil retaining plate assemblies are arranged at intervals of the adjacent slide-resistant pile assemblies, and the soil retaining plate assemblies are connected with the slide-resistant pile assemblies; the multiple waist beams are distributed at intervals in the vertical direction and connected with the slide-resistant pile assembly and the soil retaining plate assembly, and each waist beam is provided with a greening assembly. According to the sheet-pile wall supporting structure suitable for drilling construction, the fixed end of the sheet-pile wall supporting structure can be constructed through a drilling pile-forming machine (such as a rotary drill and a percussion drill), manual hole digging construction is avoided, the construction efficiency is greatly improved, the construction risk is greatly reduced, and the construction cost is reduced. And meanwhile, the technical problem that in the prior art, ecological greening cannot be conveniently arranged on a pile plate wall, and maintenance in the operation period cannot be considered, so that the ecological environment is damaged is solved.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The utility model relates to the technical field of civil engineering construction, in particular to a pile - slab wall support structure suitable for drilling construction. Background Technique

[0002] A pile - slab wall is a retaining structure formed by vertical strip - shaped members, usually used to resist lateral earth pressure. The stability of this structure usually depends on the structural strength of the pile - slab wall itself and the passive earth pressure at the fixed end.

[0003] In the prior art, as a support structure in slope protection projects, a pile - slab wall usually uses vertical retaining plates between two piles to retain the soil behind the wall. Considering the advantages of square anti - slide piles such as simple construction, strong lateral force resistance performance, high material utilization rate, reasonable stress, and reduced stress concentration, the pile - slab wall support structure suitable for drilling construction in engineering mostly uses square anti - slide piles.

[0004] The existing anti - slide piles can be divided into a cantilever end (the part above the ground line) and a fixed end (the part below the ground line) according to the ground line elevation. The pile - slab wall as a whole adopts a reinforced concrete structure, which cannot be ecologically greened and is very unfriendly to the landscape and environment. Content of the Utility Model

[0005] The purpose of the utility model is to provide a pile - slab wall support structure suitable for drilling construction, the fixed end of which can be constructed by a drilling rig (such as a rotary drilling rig, an impact drill, etc.), avoiding manual dug - hole construction, greatly improving the construction efficiency, significantly reducing the construction risk, and at the same time alleviating the technical problems existing in the prior art that it is not convenient to set ecological greening on the pile - slab wall and it cannot take into account the maintenance during the operation period, thus causing damage to the ecological environment.

[0006] To achieve the above purpose, the utility model adopts the following technical solutions:

[0007] In the first aspect, the utility model provides a pile - slab wall support structure suitable for drilling construction, including an anti - slide pile assembly, a retaining plate assembly, a waist beam, and a greening assembly. There are multiple anti - slide pile assemblies, retaining plate assemblies, and waist beams, and the multiple anti - slide pile assemblies are spaced apart;

[0008] The retaining plate assembly is arranged at the interval between adjacent anti - slide pile assemblies, and the retaining plate assembly is connected to the anti - slide pile assembly;

[0009] The multiple waist beams are spaced apart in the vertical direction and are all connected to the anti - slide pile assembly and the retaining plate assembly, and each waist beam is provided with the greening assembly.

[0010] Furthermore, each of the anti-slide pile components is distributed in the left-right direction, and each anti-slide pile component includes a fixed-end bored cast-in-place pile, a pile cap, and a cantilever-end T-shaped pile. The fixed-end bored cast-in-place pile is connected to the cantilever-end T-shaped pile through the pile cap, and the fixed-end bored cast-in-place pile and the pile cap are used to be buried underground;

[0011] The cantilever-end T-shaped pile is connected to each of the waist beams.

[0012] Furthermore, a first steel bar member is provided in the fixed-end bored cast-in-place pile;

[0013] A second steel bar member is provided in the pile cap;

[0014] A third steel bar member is provided in the cantilever-end T-shaped pile;

[0015] The first steel bar member, the second steel bar member, and the third steel bar member are used to reinforce the anti-slide pile component.

[0016] Furthermore, the retaining plate component includes a retaining plate body. The retaining plate body is arranged between adjacent cantilever-end T-shaped piles, and the retaining plate body is used to be connected to the ground.

[0017] Furthermore, the retaining plate component further includes a three-dimensional composite drainage net and a gravel filter layer. The gravel filter layer is arranged between adjacent cantilever-end T-shaped piles and is connected to adjacent cantilever-end T-shaped piles;

[0018] The three-dimensional composite drainage net is arranged between the gravel filter layer and the retaining plate body.

[0019] Furthermore, the greening component includes a greening trough, planting soil, and greening plants. The greening trough is connected to the waist beam;

[0020] The planting soil is arranged in the greening trough, and the greening plants are planted in the planting soil.

[0021] Furthermore, there are multiple greening plants in the same greening trough, and the multiple greening plants are spaced apart along the extending direction of the greening trough.

[0022] Furthermore, the pile-plank wall support structure applicable to drilling construction further includes an irrigation component. The irrigation component is connected to the anti-slide pile component and the retaining plate component, and the irrigation component is used to irrigate the greening component.

[0023] Furthermore, the irrigation component includes an irrigation main pipe, irrigation branch pipes, irrigation pipes, and irrigation nozzles. One end of the irrigation main pipe is used to be connected to an external water supply device, and the irrigation main pipe is respectively connected to multiple irrigation branch pipes;

[0024] Each of the irrigation branch pipes is provided with a plurality of the irrigation pipes at intervals, and the irrigation nozzles are provided at one ends of the irrigation pipes away from the irrigation branch pipes;

[0025] The irrigation nozzles are used for spraying water to the corresponding greening components.

[0026] Furthermore, the irrigation component further includes a cable and a solenoid valve. The cable is used for connecting to an external power supply device, and the cable is electrically connected to the solenoid valve;

[0027] A plurality of the solenoid valves are provided, and the solenoid valves are connected to the corresponding irrigation branch pipes.

[0028] The utility model can achieve the following beneficial effects:

[0029] In the first aspect, the utility model provides a pile-plank wall support structure applicable to drilling construction, which includes an anti-slide pile component, a retaining plate component, a waist beam and a greening component. A plurality of anti-slide pile components, retaining plate components and waist beams are provided, and the plurality of anti-slide pile components are distributed at intervals; the retaining plate component is arranged at the interval between adjacent anti-slide pile components, and the retaining plate component is connected to the anti-slide pile component; the plurality of waist beams are distributed at intervals in the vertical direction, and are all connected to the anti-slide pile component and the retaining plate component, and a greening component is provided on each waist beam.

[0030] In the utility model, the greening component includes a greening trough, planting soil and greening plants, which are used for greening and other treatments of the pile-plank wall support mechanism; each anti-slide pile component includes a fixed-end bored cast-in-place pile, a bearing platform and a cantilever-end T-shaped pile. The fixed-end bored cast-in-place pile adopts a circular bored cast-in-place pile, and the cantilever-end T-shaped pile adopts a cast-in-place T-shaped square pile. The fixed-end bored cast-in-place pile is connected to the cantilever-end T-shaped pile through the bearing platform, and the fixed-end bored cast-in-place pile and the bearing platform are used for being buried underground.

[0031] Compared with the prior art, in the pile-plank wall support structure applicable to drilling construction provided by the utility model, each anti-slide pile component includes a fixed-end bored cast-in-place pile, a bearing platform and a cantilever-end T-shaped pile. The fixed-end bored cast-in-place pile adopts a circular bored cast-in-place pile, and the construction process can draw on the construction process of bridge pile foundations. The hole is formed and poured by using a bored pile machine. The construction process is mature, avoiding the manual dug hole construction during the construction of traditional square piles, greatly improving the construction efficiency and greatly reducing the construction risk at the same time. The cantilever-end T-shaped pile adopts a cast-in-place T-shaped square pile, taking into account the advantages of simple construction of the upper square pile, strong anti-lateral force performance, high material utilization rate, reasonable force, and reduction of stress concentration.

[0032] In summary, the fixed end of the pile - slab wall support structure applicable to drilling construction provided by the present utility model can be constructed by a drilling rig (such as a rotary drilling rig, a percussion drill, etc.), avoiding manual dug - hole construction, greatly improving the construction efficiency, significantly reducing the construction risk, and at the same time alleviating the technical problems existing in the prior art, such as it is not convenient to set up ecological greening on the pile - slab wall and it is impossible to take into account the maintenance during the operation period, thus causing damage to the ecological environment. BRIEF DESCRIPTION OF THE DRAWINGS

[0033] In order to more clearly illustrate the specific embodiments of the present utility model or the technical solutions in the prior art, the following will briefly introduce the drawings required for use in the description of the specific embodiments or the prior art. Obviously, the following - described drawings are some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.

[0034] Figure 1 It is the front - view schematic diagram of the pile - slab wall support structure applicable to drilling construction provided by the embodiment of the present utility model;

[0035] Figure 2 It is the left - view schematic diagram of the pile - slab wall support structure applicable to drilling construction provided by the embodiment of the present utility model;

[0036] Figure 3 It is the front - view schematic diagram of the pile - slab wall support structure applicable to drilling construction after planting green plants provided by the embodiment of the present utility model;

[0037] Figure 4 It is the top - view schematic diagram of the pile - slab wall support structure applicable to drilling construction provided by the embodiment of the present utility model;

[0038] Figure 5 It is the top - view schematic diagram of the anti - slide pile part of the pile - slab wall support structure applicable to drilling construction provided by the embodiment of the present utility model;

[0039] Figure 6 It is the steel - bar structure diagram of the upper part of the anti - slide pile part of the pile - slab wall support structure applicable to drilling construction provided by the embodiment of the present utility model;

[0040] Figure 7 It is the steel - bar structure diagram of the lower part of the anti - slide pile part of the pile - slab wall support structure applicable to drilling construction provided by the embodiment of the present utility model;

[0041] Figure 8 It is the steel - bar structure diagram of the middle part of the anti - slide pile part of the pile - slab wall support structure applicable to drilling construction provided by the embodiment of the present utility model;

[0042] Figure 9Structural schematic diagram of the irrigation part of the pile - slab wall support structure applicable to drilling construction provided by the embodiment of the present utility model;

[0043] Figure 10 Structural schematic diagram of another form of the pile - slab wall support structure applicable to drilling construction provided by the embodiment of the present utility model.

[0044] Icon: 1 - anti - slide pile assembly; 11 - fixed - end bored cast - in - place pile; 111 - first steel bar member; 12 - bearing platform; 121 - second steel bar member; 13 - cantilever - end T - shaped pile; 131 - third steel bar member; 2 - retaining plate assembly; 21 - retaining plate body; 22 - three - dimensional composite drainage net; 23 - gravel filter layer; 3 - cross - beam; 4 - greening assembly; 41 - greening trough; 42 - planting soil; 43 - greening plants; 5 - irrigation assembly; 51 - main irrigation pipe; 52 - cable; 53 - solenoid valve; 54 - irrigation branch pipe; 55 - irrigation pipe; 56 - irrigation nozzle. Detailed implementation manners

[0045] To make the objectives, technical solutions, and advantages of the embodiments of the present utility model clearer, the technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are some, but not all, of the embodiments of the present utility model. Usually, the components of the embodiments of the present utility model described and illustrated in the accompanying drawings here can be arranged and designed in various different configurations.

[0046] Therefore, the following detailed description of the embodiments of the present utility model provided in the accompanying drawings is not intended to limit the scope of the present utility model claimed, but merely represents selected embodiments of the present utility model. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts fall within the scope of protection of the present utility model.

[0047] It should be noted that: similar reference numerals and letters denote similar items in the following drawings. Therefore, once an item is defined in one drawing, it does not need to be further defined and explained in subsequent drawings.

[0048] In the description of the present utility model, it should be noted that the orientation or positional relationship indicated by the terms "upper", "lower", "vertical", "left and right", "horizontal", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship in which the product of the present utility model is usually placed during use. It is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation to the present utility model. In addition, the terms "first", "second", "third", etc. are only used for distinguishing descriptions and cannot be understood as indicating or implying relative importance.

[0049] In addition, terms such as "horizontal" and "vertical" do not mean that the components are required to be absolutely horizontal or hanging vertically, but can be slightly inclined. For example, "horizontal" only means that its direction is more horizontal relative to "vertical", and does not mean that the structure must be completely horizontal, but can be slightly inclined.

[0050] In the description of the present utility model, it should also be noted that unless otherwise clearly specified and defined, the terms "set", "installed", "connected" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific situations.

[0051] The following will describe in detail some embodiments of the present utility model with reference to the drawings. Without conflict, the following embodiments and the features in the embodiments can be combined with each other.

[0052] Embodiment 1

[0053] This embodiment provides a pile-plank wall support structure suitable for drilling construction. Referring to Figure 1 , the pile-plank wall support structure suitable for drilling construction includes an anti-slide pile assembly 1, a retaining plate assembly 2, a crossbeam 3, and a greening assembly 4. There are multiple anti-slide pile assemblies 1, retaining plate assemblies 2, and crossbeams 3, and the multiple anti-slide pile assemblies 1 are spaced apart; the retaining plate assembly 2 is arranged at the interval between adjacent anti-slide pile assemblies 1, and the retaining plate assembly 2 is connected to the anti-slide pile assembly 1; the multiple crossbeams 3 are spaced apart in the vertical direction and are all connected to the anti-slide pile assembly 1 and the retaining plate assembly 2, and a greening assembly 4 is provided on each crossbeam 3.

[0054] The fixed end of the pile - slab wall support structure applicable to drilling construction provided in this embodiment can be constructed by a drilling rig for pile formation (such as a rotary drilling rig, a percussion drill, etc.), avoiding manual dug - hole construction, greatly improving the construction efficiency, significantly reducing the construction risk, and at the same time alleviating the technical problems existing in the prior art that it is not convenient to set ecological greening on the pile - slab wall and it is impossible to take into account the maintenance during the operation period, thus causing damage to the ecological environment.

[0055] In the embodiment of the present utility model, the greening component 4 includes a greening trough 41, planting soil 42 and greening plants 43, which are used for greening and other treatments of the pile - slab wall support mechanism; each anti - slide pile component 1 includes a fixed - end bored cast - in - place pile 11, a bearing platform 12 and a cantilever - end T - shaped pile 13. The fixed - end bored cast - in - place pile 11 is a circular bored cast - in - place pile, and the cantilever - end T - shaped pile 13 is a cast - in - place T - shaped square pile. The fixed - end bored cast - in - place pile 11 is connected to the cantilever - end T - shaped pile 13 through the bearing platform 12, and the fixed - end bored cast - in - place pile 11 and the bearing platform 12 are used to be buried underground.

[0056] Compared with the prior art, for the pile - slab wall support structure applicable to drilling construction provided in the embodiment of the present utility model, each anti - slide pile component 1 includes a fixed - end bored cast - in - place pile 11, a bearing platform 12 and a cantilever - end T - shaped pile 13; the fixed - end bored cast - in - place pile 11 is a circular bored cast - in - place pile, and the construction process can draw on the construction process of bridge pile foundations. The hole is formed and concreted by a drilling rig for pile formation. The construction process is mature, avoiding manual dug - hole construction during the construction of traditional square piles, greatly improving the construction efficiency and significantly reducing the construction risk while. The cantilever - end T - shaped pile 13 is a cast - in - place T - shaped square pile, taking into account the advantages of simple construction of the upper square pile, strong anti - lateral force performance, high material utilization rate, reasonable stress, and reduced stress concentration.

[0057] In an optional implementation manner of this embodiment, referring to Figure 2 or Figure 5 , the anti - slide pile components 1 are arranged in the vertical direction, and each anti - slide pile component 1 includes a fixed - end bored cast - in - place pile 11, a bearing platform 12 and a cantilever - end T - shaped pile 13. The fixed - end bored cast - in - place pile 11 is connected to the cantilever - end T - shaped pile 13 through the bearing platform 12, and the fixed - end bored cast - in - place pile 11 and the bearing platform 12 are used to be buried underground; the cantilever - end T - shaped pile 13 is connected to each waist beam 3.

[0058] Specifically: each anti - slide pile component 1 includes a fixed - end bored cast - in - place pile 11, a bearing platform 12 and a cantilever - end T - shaped pile 13; and the cantilever - end T - shaped pile 13 is vertically arranged at the top of the bearing platform 12, and the fixed - end bored cast - in - place pile 11 is vertically arranged at the bottom of the bearing platform 12. During use, the bearing platform 12 and the fixed - end bored cast - in - place pile 11 are buried in the ground to fix the anti - slide pile component 1.

[0059] Further, referring to Figure 6 、 Figure 7 andFigure 8 , a first steel bar member 111 is provided in the fixed-end bored cast-in-place pile 11; a second steel bar member 121 is provided in the bearing platform 12; a third steel bar member 131 is provided in the cantilever end T-shaped pile 13; the first steel bar member 111, the second steel bar member 121 and the third steel bar member 131 are used to reinforce the anti-slide pile assembly 1.

[0060] Specifically: a first steel bar member 111 is provided in the fixed-end bored cast-in-place pile 11, a second steel bar member 121 is provided in the bearing platform 12, and a third steel bar member 131 is provided in the cantilever end T-shaped pile 13; during use, the strength and durability of the anti-slide pile assembly 1 are improved through the steel bar members.

[0061] In an optional implementation manner of this embodiment, referring to Figure 4 , the retaining plate assembly 2 includes a retaining plate body 21, the retaining plate body 21 is arranged between adjacent cantilever end T-shaped piles 13, and the retaining plate body 21 is used to connect to the ground.

[0062] Specifically: the retaining plate body 21 is arranged between adjacent cantilever end T-shaped piles 13, and the retaining plate body 21 is used to connect to the ground; during use, through the cooperation of the retaining plate body 21 and the cantilever end T-shaped piles 13, the main part of the pile-plate wall support structure suitable for drilling construction is formed, and it should be noted that the height of each retaining plate body 21 is lower than that of the cantilever end T-shaped piles 13, so that the retaining plate body 21 can play a role in retaining soil.

[0063] Furthermore, referring to Figure 4 , the retaining plate assembly 2 further includes a three-dimensional composite drainage net 22 and a gravel filter layer 23, the gravel filter layer 23 is arranged between adjacent cantilever end T-shaped piles 13 and is connected to the adjacent cantilever end T-shaped piles 13; the three-dimensional composite drainage net 22 is arranged between the gravel filter layer 23 and the retaining plate body 21.

[0064] Specifically: the three-dimensional composite drainage net 22 and the gravel filter layer 23 are arranged on the side of the retaining plate body 21 close to the mountain, and the three-dimensional composite drainage net 22 and the gravel filter layer 23 have both functions of filtration and drainage.

[0065] In an optional implementation manner of this embodiment, referring to Figure 2 or Figure 4 , the greening assembly 4 includes a greening trough 41, planting soil 42 and greening plants 43, the greening trough 41 is connected to the waist beam 3; the planting soil 42 is arranged in the greening trough 41, and greening plants 43 are planted in the planting soil 42.

[0066] Specifically: The bottom of the waist beam 3 is set as a triangular support, and steel bars or angle steels can be implanted when necessary to strengthen the connection strength between it and the cantilever end T-shaped pile 13; and a greening groove 41 formed by retaining blocks is provided in the waist beam 3, a certain amount of planting soil 42 is provided in the greening groove, and greening plants 43 are planted in the planting soil 42.

[0067] Further, referring to Figure 3 or Figure 4 , there are multiple greening plants 43 in the same greening groove 41, and the multiple greening plants 43 are spaced apart along the extending direction of the greening groove 41.

[0068] Specifically: There are multiple greening plants 43 in the same greening groove 41, and the multiple greening plants 43 are spaced apart along the extending direction of the greening groove 41; the greening plants 43 will continue to grow after being planted for a certain period of time to achieve the effect of forming a large area of green plants.

[0069] In an optional implementation manner of this embodiment, referring to Figure 3 , the pile-sheet wall support structure applicable to drilling construction further includes a watering assembly 5, the watering assembly 5 is connected to the anti-slide pile assembly 1 and the retaining plate assembly 2, and the watering assembly 5 is used for watering the greening assembly 4.

[0070] Specifically: The watering assembly 5 is connected to the anti-slide pile assembly 1 and the retaining plate assembly 2, and irrigates the greening assembly 4 on each layer of the waist beam 3 through an external water supply pipeline or water supply device to ensure the normal growth of the green plants in the greening assembly 4.

[0071] Further, referring to Figure 9 , the watering assembly 5 includes a watering main pipe 51, watering branch pipes 54, watering pipes 55 and watering nozzles 56. One end of the watering main pipe 51 is used for connecting to an external water supply device, and the watering main pipe 51 is respectively connected to a plurality of watering branch pipes 54; each watering branch pipe 54 is provided with a plurality of watering pipes 55 at intervals, and a watering nozzle 56 is provided at the end of the watering pipe 55 far away from the watering branch pipe 54; the watering nozzle 56 is used for spraying water to the corresponding greening assembly 4.

[0072] Specifically: One end of the watering main pipe 51 is connected to an external water supply pipeline or water supply device, and the other end is communicated with a plurality of watering branch pipes 54. Each watering branch pipe 54 is provided with a plurality of watering pipes 55. Preferably, the plurality of watering pipes 55 respectively match the greening assemblies 4 at corresponding heights, and the watering nozzles 56 on the watering pipes 55 are used for spraying water to the corresponding greening assemblies 4.

[0073] Further, referring to Figure 9, the irrigation assembly 5 further includes a cable 52 and a solenoid valve 53. The cable 52 is used to connect to an external power supply device, and the cable 52 is electrically connected to the solenoid valve 53. A plurality of solenoid valves 53 are provided, and the solenoid valves 53 are connected to the corresponding irrigation branch pipes 54.

[0074] Specifically: The cable 52 is used to connect to an external power supply device, and the cable 52 is electrically connected to the solenoid valve 53, that is, the cable 52 is used to supply power to the solenoid valve 53, and the solenoid valve 53 is provided at the connection of the corresponding irrigation branch pipe 54 and the irrigation main pipe 51 to control the water flow rate of the irrigation branch pipe 54.

[0075] It should be noted that, referring to Figure 10 , there may be two fixed-end bored piles 11, and the two fixed-end bored piles 11 are arranged side by side to be used for jointly supporting the bearing platform 12 and the cantilever end T-shaped pile 13.

[0076] Finally, it should be noted that: the various embodiments in this specification are described in a progressive manner. Each embodiment focuses on the differences from other embodiments. The same or similar parts among the various embodiments can be referred to each other; the above embodiments in this specification are only used to illustrate the technical solutions of the present invention, rather than to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements on some or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the various embodiments of the present invention.

Claims

1. A pile-plank wall support structure applicable to drilling construction, characterized in that, It includes anti-slide pile components (1), retaining plate components (2), crossbeams (3) and greening components (4). There are multiple anti-slide pile components (1), retaining plate components (2) and crossbeams (3), and the multiple anti-slide pile components (1) are spaced apart; The retaining plate components (2) are arranged at the intervals between adjacent anti-slide pile components (1), and the retaining plate components (2) are connected to the anti-slide pile components (1); The multiple crossbeams (3) are spaced apart in the vertical direction and are all connected to the anti-slide pile components (1) and the retaining plate components (2). Each crossbeam (3) is provided with the greening component (4).

2. The pile-plank wall support structure applicable to drilling construction according to claim 1, characterized in that Each anti-slide pile component (1) is distributed in the left-right direction, and each anti-slide pile component (1) includes a fixed-end bored pile (11), a bearing platform (12) and a cantilever-end T-shaped pile (13). The fixed-end bored pile (11) is connected to the cantilever-end T-shaped pile (13) through the bearing platform (12), and the fixed-end bored pile (11) and the bearing platform (12) are used to be buried underground; The cantilever-end T-shaped pile (13) is connected to each crossbeam (3).

3. The pile - slab wall support structure applicable to drilling construction according to claim 2, characterized in that, The fixed-end bored pile (11) is provided with a first steel bar member (111); The bearing platform (12) is provided with a second steel bar member (121); The cantilever-end T-shaped pile (13) is provided with a third steel bar member (131); The first steel bar member (111), the second steel bar member (121) and the third steel bar member (131) are used to reinforce the anti-slide pile component (1).

4. A pile-slab wall support structure applicable to drilling construction according to claim 2, characterized in that, The retaining plate component (2) includes a retaining plate body (21). The retaining plate body (21) is arranged between adjacent cantilever-end T-shaped piles (13), and the retaining plate body (21) is used to be connected to the ground.

5. The pile-plank wall support structure applicable to drilling construction according to claim 4, characterized in that, The retaining plate component (2) further includes a three-dimensional composite drainage net (22) and a gravel filter layer (23). The gravel filter layer (23) is arranged between adjacent cantilever-end T-shaped piles (13) and is connected to adjacent cantilever-end T-shaped piles (13); The three-dimensional composite drainage net (22) is arranged between the gravel filter layer (23) and the retaining plate body (21).

6. A pile-slab wall support structure applicable to drilling construction according to claim 1, characterized in that, The greening component (4) includes a greening trough (41), planting soil (42) and greening plants (43). The greening trough (41) is connected to the crossbeam (3); The planting soil (42) is arranged in the greening trough (41), and the greening plants (43) are planted in the planting soil (42).

7. The pile-plank wall support structure applicable to drilling construction according to claim 6, characterized in that, There are multiple greening plants (43) in the same greening trough (41), and the multiple greening plants (43) are spaced apart along the extending direction of the greening trough (41).

8. A pile-plank wall support structure applicable to drilling construction according to claim 1, characterized in that, It further includes an irrigation component (5). The irrigation component (5) is connected to the anti-slide pile component (1) and the retaining plate component (2), and the irrigation component (5) is used to irrigate the greening component (4).

9. A pile-slab wall support structure applicable to drilling construction according to claim 8, characterized in that, The irrigation assembly (5) includes an irrigation main pipe (51), irrigation branch pipes (54), irrigation pipes (55) and irrigation nozzles (56). One end of the irrigation main pipe (51) is used to connect to an external water supply device, and the irrigation main pipe (51) is respectively connected to a plurality of the irrigation branch pipes (54); Each of the irrigation branch pipes (54) is provided with a plurality of the irrigation pipes (55) at intervals, and the irrigation nozzles (56) are provided at the ends of the irrigation pipes (55) away from the irrigation branch pipes (54); The irrigation nozzles (56) are used to spray water to the corresponding greening assemblies (4).

10. A pile-plank wall support structure applicable to drilling construction according to claim 9, characterized in that, The irrigation assembly (5) further includes a cable (52) and a solenoid valve (53). The cable (52) is used to connect to an external power supply device, and the cable (52) is electrically connected to the solenoid valve (53); A plurality of the solenoid valves (53) are provided, and the solenoid valves (53) are connected to the corresponding irrigation branch pipes (54).