Construction slope protection reinforcing structure for territorial space building engineering

Abstract

The invention discloses a construction slope protection reinforcing structure for territorial space building engineering, which belongs to the technical field of slope protection reinforcing, and comprises a slope body and a slope body reinforcing mechanism which is arranged on the slope body and comprises a well point, and further comprises a drainage detection regulation and control system for regulating and controlling the water level of the well point, comprising a data acquisition module, a hydrological state evaluation module, a slope body safety evaluation module, a well point water level height determination module and an adjustment module, hydrological and slope body state data can be acquired through the data acquisition module, and then a hydrological state evaluation model and a slope body safety evaluation model are utilized to generate a two-dimensional safety index. Based on the calculation result of the water level safety model, the well point water level is automatically adjusted to the target height, slope slippage or seepage damage is prevented, and during rainstorm or sudden change of the underground water level, the system can rapidly lower the well point water level, reduce the slope saturation risk, dynamically balance the seepage pressure and reduce soil erosion and structural fatigue damage.

Description

Technical Field

[0001] The present invention belongs to the technical field of slope protection and reinforcement, and particularly relates to a construction slope protection and reinforcement structure for national land space construction projects. Background Art

[0002] In national land space construction projects, slope protection and reinforcement is a key technical link to prevent landslides, collapses and soil erosion.

[0003] Traditional slope protection and reinforcement technologies mainly rely on manual inspections and static designs, and their limitations significantly restrict the safety and efficiency of projects. Specifically, they are manifested as follows:

[0004] Traditional methods mostly obtain slope state data through periodic manual inspections, and it is difficult to capture sudden environmental disturbances such as heavy rain and sudden changes in groundwater levels in real time. For example, in a heavy rainfall scenario, the risk of slope saturation may rapidly increase, but there is usually a monitoring interval of several hours to several days for manual inspections, making it difficult to trigger emergency regulation in a timely manner, resulting in secondary disasters such as a sharp increase in seepage pressure and slope sliding.

[0005] Existing technologies mostly adopt fixed drainage schemes (such as preset well point water levels or static drainage ditch designs), lacking adaptive adjustments to dynamic hydrological conditions (such as real-time precipitation, soil osmotic pressure) and slope states (such as displacement, vibration). For example, in the dry season, too high a water level may exacerbate soil erosion; during heavy rain, the fixed drainage rate cannot quickly reduce the slope saturation, easily leading to structural instability.

[0006] Traditional methods often analyze the hydrological environment or slope stability in isolation, ignoring the coupling effect between the two. For example, only evaluating slope safety through geological exploration data, ignoring the indirect influence of environmental factors such as wind speed and temperature on osmotic pressure, or only relying on displacement sensors to monitor the slope state, without comprehensively considering multi-dimensional parameters such as inclination and vibration, resulting in insufficient risk assessment accuracy and difficulty in predicting comprehensive risks under complex working conditions.

[0007] In view of the above problems, there is an urgent need for a slope protection and reinforcement technology that can fuse multi-source data in real time, dynamically evaluate comprehensive risks and automatically regulate, so as to improve the project safety and disaster resistance resilience in complex environments. Summary of the Invention

[0008] Aiming at the deficiencies of the prior art, the present invention provides a construction slope protection and reinforcement structure for national land space construction projects, which solves the above problems.

[0009] To achieve the above objectives, the present invention is realized through the following technical solutions: A construction slope protection and reinforcement structure for national land space construction projects includes a slope and a slope reinforcement mechanism installed thereon and including well points, and further includes:

[0010] A drainage detection and regulation system for regulating the well point water level, comprising:

[0011] A data acquisition module for acquiring the hydrological data and slope body state data of the environment where the slope body is located;

[0012] A hydrological state evaluation module for standardizing the hydrological data and importing it into a constructed hydrological state evaluation model to generate a hydrological state coefficient;

[0013] A slope body safety assessment module for generating a slope body inclination index, a slope body displacement index, and a slope body vibration index based on the slope body state data and importing them into a constructed slope body safety assessment model to generate a slope body safety coefficient;

[0014] A well point water level height determination module for importing the hydrological state coefficient generated by the hydrological state evaluation module and the slope body safety coefficient generated by the slope body safety module into a constructed water level safety assessment model to generate a water level safety coefficient, and determining the well point safety water level under the hydrological data and slope body state data of the current slope body environment based on the water level safety coefficient;

[0015] An adjustment module for adjusting the well point water level according to the well point safety water level determined by the well point water level height determination module.

[0016] Based on the above technical solutions, the present invention also provides the following alternative technical solutions:

[0017] Further technical solution: The hydrological data includes temperature, wind speed, real-time precipitation, and slope body soil osmotic pressure; the slope body state data includes slope body inclination angle, slope body displacement distance, and slope body vibration intensity.

[0018] Further technical solution: The specific steps for determining the well point safety water level under the hydrological data and slope body state data of the current slope body environment based on the water level safety coefficient are as follows.

[0019] Further technical solution: Establish a water level safety assessment model, import the hydrological state coefficient generated by the hydrological state evaluation module and the slope body safety coefficient generated by the slope body safety module into the water level safety assessment model to generate a water level safety coefficient;

[0020] Establish a safety water level determination model, import the water level safety coefficient and the current water level height into the safety water level determination model to generate the safety water level height under the hydrological data and slope body state data of the current slope body environment;

[0021] Among them, the water level safety assessment model is expressed as:

[0022]

[0023] In the expression, S represents the water level safety factor, PT represents the slope body safety factor, K represents the sensitivity coefficient, SW represents the hydrological state coefficient, and S ∈ (0, 1);

[0024] Among them, the safety water level determination model is expressed as:

[0025]

[0026] In the expression, H tar get represents the height of the safety water level, S crit represents the threshold value of the water level safety factor, S represents the water level safety factor, H0 represents the static water level, and n represents the adjustment index, where n ∈ [1, 2].

[0027] Further technical solution: The larger the value of K, the more sensitive S is to the change of SW, and a slight hydrological disturbance can trigger water level regulation. When the value of K is small, the system response is smoother, which is suitable for gentle slopes with higher stability.

[0028] Further technical solution: The generation method of the hydrological state coefficient is as follows:

[0029] Construct a hydrological state evaluation model, and import the temperature index, wind speed index, precipitation index, and osmotic pressure index generated after standardizing the hydrological data into the constructed hydrological state evaluation model to generate the hydrological state coefficient. The hydrological state evaluation model is expressed as:

[0030]

[0031] In the expression, X i , X j represents any two standardized variables, and SW represents the hydrological state coefficient.

[0032] Further technical solution: The specific method for generating the slope body safety factor is as follows:

[0033] Normalize the slope body state data, divide the variable information in the state data by its typical value, and then generate the slope inclination index, slope displacement index, and slope vibration index and import them into the constructed slope body safety assessment model to generate the slope body safety factor. The slope body safety assessment model is expressed as:

[0034] PT = αθ index + βs index + γf index

[0035] In the expression, PT represents the slope body safety factor, θ index represents the inclination index, s index represents the slope displacement index, f indexIndicates the vibration index, represents the weight, and α + β + γ = 1.

[0036] Further technical solution: The slope reinforcement mechanism includes a platform base plate and a slope base plate. The platform base plate and the slope base plate are detachably installed by a clamping method. The platform base plate and the slope base plate are respectively installed on the platform and the slope of the slope body through anchor rods. The slope body is a two-stage slope, and drainage grooves and diversion grooves are provided thereon. The drainage grooves and the diversion grooves are connected. The slope base plate is a hollow structure, and well points are evenly spaced on the platform of the slope body.

[0037] Further technical solution: The slope body is a two-stage slope, and drainage grooves and diversion grooves are provided thereon. The drainage grooves and the diversion grooves are connected.

[0038] Further technical solution: A drainage pipe is embedded and installed on the slope of the slope body, and slope protection green plants are planted at the hollow positions of the slope base plate on the slope body.

[0039] Further technical solution: The anchor rod is a hollow structure, and through holes are provided thereon for the root systems of green plants to pass through to reinforce the anchor rod.

[0040] The present invention provides a construction slope protection and reinforcement structure for land spatial construction projects, which has the following beneficial effects compared with the prior art:

[0041] 1. The present invention collects hydrological and slope body state data through a data acquisition module, and then uses a hydrological state evaluation model and a slope body safety assessment model to generate two-dimensional safety indicators. Based on the calculation results of the water level safety model, the well point water level is automatically adjusted to the target height to prevent slope body sliding or seepage damage. In case of heavy rain or sudden change of the groundwater level, the system can quickly lower the well point water level to reduce the risk of slope body saturation. At the same time, it can dynamically balance the seepage pressure and reduce soil erosion and structural fatigue damage.

[0042] 2. In the slope reinforcement mechanism of the present invention, the platform base plate and the slope base plate can be respectively installed on the platform and the slope of the slope body through anchor rods to reinforce the slope body. Moreover, the platform base plate and the slope base plate are detachably installed by a clamping method, forming a modular design, which is convenient for transportation, assembly and later maintenance. At the same time, the root systems of the green plants planted in the anchor rods can further reinforce the anchor rods by passing through the through holes to prevent the anchor rods from detaching from the slope protection. The drainage grooves and the diversion grooves are connected, and combined with the hollow structure of the slope base plate, a three-dimensional drainage network is formed to quickly divert surface water and seepage water, reducing the risk of slope body saturation. The well points can be linked with the drainage detection and control system to dynamically adjust the groundwater level and balance the seepage pressure to prevent seepage damage.

[0043] 3. In the present invention, the slope reinforcement mechanism can achieve the stability, safety and sustainability of the slope protection structure in the construction project of national land space through the synergistic effects of mechanical reinforcement, dynamic drainage, ecological restoration and intelligent regulation, and is particularly applicable to areas with complex hydrological conditions or frequent geological disasters. BRIEF DESCRIPTION OF THE DRAWINGS

[0044] Figure 1 It is a three-dimensional structure schematic diagram of the present invention.

[0045] Figure 2 It is a structure schematic diagram of the slope substrate of the present invention.

[0046] Figure 3 It is a structure schematic diagram of the anchor rod of the present invention.

[0047] Figure 4 It is a working process schematic diagram of the drainage detection and regulation system of the present invention.

[0048] Annotation of reference numerals in the drawings: 1. Slope body; 2. Platform substrate; 3. Slope substrate; 4. Well point; 5. Drainage groove; 6. Drainage channel; 7. Anchor rod; 701. Through hole. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0049] In order to make the objectives, technical solutions and advantages of the present invention clearer and more understandable, the present invention will be further described in detail below with reference to the drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not used to limit the present invention.

[0050] The following describes the specific implementation of the present invention in detail with reference to specific embodiments.

[0051] Please refer to Figure 1 、 Figure 2 and Figure 3 , which is provided by an embodiment of the present invention, a construction slope reinforcement structure for national land space construction projects, including a slope body 1 and a slope reinforcement structure installed thereon and including a well point 4,

[0052] The slope reinforcement structure includes a platform substrate 2 and a slope substrate 3. The platform substrate 2 and the slope substrate 3 are detachably installed by a snap connection method. The platform substrate 2 and the slope substrate 3 are respectively installed on the platform and slope of the slope body 1 through anchor rods 7. The slope body 1 is a two-stage slope (the two-stage slope design disperses the slope pressure, reduces the single-stage slope and reduces the landslide risk), and drainage grooves 5 and drainage channels 6 are opened thereon. The drainage grooves 5 and the drainage channels 6 are connected through. The slope substrate 3 is a hollow structure, and well points 4 are evenly spaced on the platform of the slope body 1;

[0053] Preferably, a drainage pipe (not marked in the figure) is embedded and installed on the slope of the slope body 1. The purpose of this setting is to drain the liquid infiltrated into the interior of the slope body 1, that is, to drain the deep seepage water, and avoid the accumulation of internal hydrostatic pressure;

[0054] Preferably, the anchor rod 7 is of a hollow structure and is provided with through holes 701 for the roots of green plants to pass through to reinforce the anchor rod 7. The purpose of this setting is to enable personnel to plant green plants in the hollow structure provided on the anchor rod 7. At the same time, when the roots of the green plants pass through the through holes 701, they can further reinforce the anchor rod 7, prevent the anchor rod 7 from detaching from the slope protection 1. The through holes 701 of the anchor rod 7 promote the growth of vegetation, form an "anchor-plant" composite reinforcement system, and improve the long-term stability.

[0055] Preferably, slope protection green plants are planted at the hollow positions of the slope substrate 3 on the slope body 1;

[0056] In the embodiment of the present invention, the platform substrate 2 and the slope substrate 3 in the slope reinforcement mechanism of the present invention can be correspondingly installed on the platform and slope of the slope body 1 through the anchor rod 7 to reinforce the slope body. And the platform substrate 2 and the slope substrate 3 are detachably installed by a clamping method, forming a modular design, which is convenient for transportation, assembly and later maintenance. At the same time, the roots of the green plants planted in the anchor rod 7 can further reinforce the anchor rod 7 by passing through the through holes 701, preventing the anchor rod 7 from detaching from the slope protection 1. The drainage groove 5 is communicated with the drainage trough 6, and combined with the hollow structure of the slope substrate 3, a three-dimensional drainage network is formed to quickly drain the surface water and seepage water, reduce the risk of slope body saturation. The well point can be linked with the drainage detection and control system to dynamically adjust the groundwater level, balance the seepage pressure, and prevent seepage failure.

[0057] In the present invention, through the synergistic effect of mechanical reinforcement, dynamic drainage, ecological restoration, and intelligent control, the slope reinforcement mechanism realizes the stability, safety and sustainability of the slope protection structure in the national land space construction project, and is especially suitable for areas with complex hydrological conditions or frequent geological disasters.

[0058] Please refer to Figure 4 , as an embodiment of the present invention, it further includes: a drainage detection and control system for controlling the water level of the well point, including:

[0059] A data acquisition module for acquiring the hydrological data and slope body state data of the environment where the slope body is located. The hydrological data includes temperature, wind speed, real-time precipitation, and the osmotic pressure of the slope body soil; the slope body state data includes the slope angle of the slope body, the displacement distance of the slope body, and the vibration intensity of the slope body;

[0060] A hydrological state evaluation module for standardizing the hydrological data and then importing it into the constructed hydrological state evaluation model to generate a hydrological state coefficient;

[0061] The slope safety assessment module generates a slope inclination index, a slope displacement index, and a slope vibration index based on the slope state data and imports them into the constructed slope safety assessment model to generate a slope safety factor.

[0062] The well point water level height determination module imports the hydrological state coefficient generated by the hydrological state evaluation module and the slope safety factor generated by the slope safety module into the constructed water level safety assessment model to generate a water level safety factor, and determines the well point safety water level under the hydrological data and slope state data of the current slope environment based on the water level safety factor.

[0063] The adjustment module is used to adjust the well point water level according to the well point safety water level determined by the well point water level height determination module based on the water level safety factor for the hydrological data and slope state data of the current slope environment (specifically, by pumping or backfilling through a pump body).

[0064] Preferably, the specific steps for determining the well point safety water level under the hydrological data and slope state data of the current slope environment based on the water level safety factor are as follows:

[0065] Establish a water level safety assessment model, import the hydrological state coefficient generated by the hydrological state evaluation module and the slope safety factor generated by the slope safety module into the water level safety assessment model to generate a water level safety factor.

[0066] Establish a safety water level determination model, import the water level safety factor and the current water level height into the safety water level determination model to generate the safety water level height under the hydrological data and slope state data of the current slope environment.

[0067] Among them, the water level safety assessment model is expressed as:

[0068]

[0069] In the expression, S represents the water level safety factor, PT represents the slope safety factor, K represents the sensitivity coefficient (the larger the K value, the more sensitive S is to the change of SW, and a slight hydrological disturbance can trigger water level regulation; the smaller the K value, the smoother the system response, which is suitable for gentle slopes with higher stability), SW represents the hydrological state coefficient, and S ∈ (0, 1).

[0070] Among them, the safety water level determination model is expressed as:

[0071]

[0072] In the expression, H target represents the safety water level height, S critrepresents the water level safety factor threshold, S represents the water level safety factor, H0 represents the static water level (determined by geological exploration), n represents the adjustment index (the larger the value, the faster the response), and n ∈ [1, 2];

[0073] In the embodiment of the present invention, the water level safety factor S is an index dynamically coupled by the slope safety factor PT and the hydrological state factor SW. The higher the S value (close to 1), it indicates that the current water level poses little threat to the slope stability, the slope is safe (PT is high) or the hydrological disturbance is weak (SW is low), and there is no need to significantly adjust the water level. The lower the S value (close to 0), it indicates that the slope is in a high-risk state (PT is low) or the hydrological environment is harsh (SW is high), and it is necessary to urgently lower the well point water level to relieve the seepage pressure. The water level safety factor S is a bridge connecting the slope stability and the hydrological environment, and its numerical value directly guides the intensity and speed of water level regulation. By dynamically balancing the seepage pressure, it effectively prevents slope slip and seepage failure.

[0074] Preferably, the generation method of the hydrological state factor is as follows:

[0075] Construct a hydrological state evaluation model, and import the temperature index, wind speed index, precipitation index, and osmotic pressure index generated after standardizing the hydrological data into the constructed hydrological state evaluation model to generate the hydrological state factor. The hydrological state evaluation model is expressed as:

[0076]

[0077] In the expression, X i , X j represents any two standardized variables, and SW represents the hydrological state factor;

[0078] The standardization formula is expressed as:

[0079]

[0080] In the expression, X i represents the standardized variable, x i represents the original variable (temperature, wind speed, real-time precipitation, and slope soil osmotic pressure), μ i represents the variable mean, and σ i represents the standard deviation of the variable;

[0081] In the embodiment of the present invention, the hydrological state evaluation model integrates data such as temperature, wind speed, precipitation, and osmotic pressure, calculates the hydrological state factor SW, and quantifies the comprehensive impact of environmental factors on hydrology. Specifically, the numerator can quantify the synergistic effect of all variables. For example, high temperature may accelerate evaporation (reduce osmotic pressure), and strong wind may affect precipitation distribution. These linkage relationships will be squared and amplified. The denominator Normalization is performed to eliminate the influence of dimensions. SW ∈ [0, 1], and the larger the value, the more significant the comprehensive influence of environmental factors on hydrology.

[0082] Preferably, the specific method for generating the slope safety factor is as follows:

[0083] Normalize the slope state data by dividing the variable information in the state data by its typical value (maximum allowable value), and then generate the slope inclination index, slope displacement index, and slope vibration index and import them into the constructed slope safety assessment model to generate the slope safety factor. The slope safety assessment model is expressed as:

[0084] PT = αθ index + βs index + γf index

[0085] In the expression, PT represents the slope safety factor, θ index represents the inclination index, s index represents the slope displacement index, f index represents the vibration index, and α, β, and γ represent weights and α + β + γ = 1;

[0086] In the embodiments of the present invention, the PT value provides a dynamic and accurate assessment basis for slope stability by quantifying multi-dimensional risk parameters, and is more suitable for real-time risk assessment in complex environments. The closer PT is to 1, the safer the current state of the slope, and the inclination, displacement, and vibration are all within the controllable range. The closer PT is to 0, the more significantly the slope stability decreases, and there is a high risk of slip, collapse, or seepage failure.

[0087] In the present invention, the hydrological and slope state data are collected through the data acquisition module, and then the two-dimensional safety index is generated by using the hydrological state evaluation model and the slope safety assessment model. Based on the calculation result of the water level safety model, the well point water level is automatically adjusted to the target height to prevent slope slip or seepage failure. In case of heavy rain or sudden change of the groundwater level, the system can quickly lower the well point water level to reduce the risk of slope saturation, and at the same time, it can reduce soil erosion and structural fatigue damage by dynamically balancing the seepage pressure.

[0088] It should be noted that in this article, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the term "comprising", "including" or any other variant thereof is intended to cover non-exclusively, so that a process, method, article or device including a series of elements not only includes those elements, but also includes other elements not expressly listed, or elements inherent to such process, method, article or device.

[0089] Although embodiments of the present invention have been shown and described, those of ordinary skill in the art will appreciate that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principles and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A construction slope protection and reinforcement structure for a national land space construction project, characterized in that It includes a slope body (1) and a slope body reinforcement mechanism installed thereon and including a well point (4), and further includes: A drainage detection and regulation system for regulating the water level of the well point, including: A data acquisition module for acquiring the hydrological data of the environment where the slope body is located and the slope body state data; A hydrological state evaluation module for standardizing the hydrological data and then importing it into a constructed hydrological state evaluation model to generate a hydrological state coefficient; A slope body safety assessment module for generating a slope inclination index, a slope displacement index, and a slope vibration index based on the slope body state data and importing them into a constructed slope body safety assessment model to generate a slope body safety coefficient; A well point water level height determination module for importing the hydrological state coefficient generated by the hydrological state evaluation module and the slope body safety coefficient generated by the slope body safety module into a constructed water level safety assessment model to generate a water level safety coefficient, and determining the well point safety water level under the hydrological data of the current slope body environment and the slope body state data according to the water level safety coefficient; An adjustment module for adjusting the well point water level according to the well point safety water level determined by the well point water level height determination module.

2. The construction slope protection and reinforcement structure for national territorial space construction projects according to claim 1, characterized in that, The hydrological data includes temperature, wind speed, real-time precipitation, and slope body soil osmotic pressure; the slope body state data includes slope inclination angle, slope displacement distance, and slope vibration intensity.

3. The construction slope protection and reinforcement structure for national territorial space construction projects according to claim 1, characterized in that, The specific steps for determining the well point safety water level under the hydrological data of the current slope body environment and the slope body state data according to the water level safety coefficient are as follows: Establish a water level safety assessment model, and import the hydrological state coefficient generated by the hydrological state evaluation module and the slope body safety coefficient generated by the slope body safety module into the water level safety assessment model to generate a water level safety coefficient; Establish a safety water level determination model, and import the water level safety coefficient and the current water level height into the safety water level determination model to generate the safety water level height under the hydrological data of the current slope body environment and the slope body state data; Among them, the water level safety assessment model is expressed as: In the expression, S represents the water level safety coefficient, PT represents the slope body safety coefficient, K represents the sensitivity coefficient, SW represents the hydrological state coefficient, and S ∈ (0,1); Among them, the safety water level determination model is expressed as: In the expression, H tar get represents the safe water level height, S crit represents the threshold of the water level safety factor, S represents the water level safety factor, H0 represents the still water level, n represents the adjustment index, and n ∈ [1, 2].

4. The construction slope protection and reinforcement structure for national territorial space construction projects according to claim 3, characterized in that, The larger the value of K, the more sensitive S is to the change of SW, and a slight hydrological disturbance can trigger water level regulation. When the value of K is small, the system response is smoother, which is suitable for gentle slopes with higher stability.

5. The construction slope protection and reinforcement structure for national land space construction projects according to claim 1, characterized in that, The generation method of the hydrological state coefficient is: Construct a hydrological state evaluation model, and import the temperature index, wind speed index, precipitation index, and osmotic pressure index generated after standardizing the hydrological data into the constructed hydrological state evaluation model to generate a hydrological state coefficient. The hydrological state evaluation model is expressed as: In the expression, X i , X j represent any two variables after standardization, and SW represents the hydrological state coefficient.

6. The construction slope protection and reinforcement structure for national territorial space construction projects according to claim 1, characterized in that, The specific method for generating the slope body safety coefficient is: Normalize the slope body state data, divide the variable information in the state data by its typical value, and then generate a slope inclination index, a slope displacement index, and a slope vibration index and import them into a constructed slope body safety assessment model to generate a slope body safety coefficient. The slope body safety assessment model is expressed as: PT = αθ index + βs index + γf index In the expression, PT represents the safety factor of the slope body, θ index represents the inclination index, s index represents the displacement index of the slope body, f index represents the vibration index, represents the weight and α + β + γ = 1.

7. The construction slope protection and reinforcement structure for national territorial space construction projects according to claim 1, characterized in that, The slope reinforcement mechanism includes a platform base plate (2) and a slope base plate (3). The platform base plate (2) and the slope base plate (3) are detachably installed by means of clamping. The platform base plate (2) and the slope base plate (3) are respectively installed on the platform and slope of the slope body (1) through anchor rods (7). The slope body is a two-stage slope, and drainage grooves (5) and diversion grooves (6) are provided thereon. The drainage grooves (5) and the diversion grooves (6) are connected. The slope base plate (3) is a hollow structure, and well points (4) are evenly spaced on the platform of the slope body (1).

8. The construction slope protection and reinforcement structure for territorial space construction projects according to claim 1 or 7, characterized in that, The slope body is a two-stage slope, and drainage grooves (5) and diversion grooves (6) are provided thereon. The drainage grooves (5) and the diversion grooves (6) are connected.

9. The construction slope protection and reinforcement structure for national territorial space construction projects according to claim 8, characterized in that, A drainage pipe is embedded and installed on the slope of the slope body (1), and slope protection green plants are planted in the hollow position of the slope base plate (3) on the slope body (1).

10. The construction slope protection and reinforcement structure for national territorial space construction projects according to claim 1, characterized in that, The anchor rod (7) is a hollow structure, and through holes (701) for the roots of green plants to pass through to reinforce the anchor rod (7) are provided thereon.

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