Slope supporting structure for landslide control

Abstract

The utility model discloses a slope supporting structure for landslide control, which belongs to the technical field of supporting equipment and structurally comprises a plurality of supporting plates and a sample storage bin, every two adjacent supporting plates are connected through an elastic coaming, a gravel guide outlet is arranged in the middle of each supporting plate, and the sample storage bin is arranged in the sample storage bin. A sealing table capable of blocking the gravel guide-out opening is vertically and slidably installed on the side, away from the slope, of the supporting plate, the sample storage bin is fixedly arranged on the sealing table in a communicating mode, two guide rails used for limiting horizontal sliding of the sealing table are arranged on the supporting plate, and a sealing cover is detachably arranged on the side, away from the supporting plate, of the sample storage bin; on the basis of guaranteeing lateral supporting of the soil body, the soil body sample can be observed and analyzed, so that the soil characteristics of the soil body sample are mastered, protection and treatment measures are formulated in a targeted mode, and safety and stability of civil engineering are guaranteed.

Description

TECHNICAL FIELD

[0001] The utility model relates to a supporting equipment technical field, concretely a landslide treatment side slope supporting structure. BACKGROUND

[0002] According to different geology and slope conditions, using appropriate supporting structure can effectively prevent natural disasters such as mountain landslide to protect the surrounding environment and underground structure, avoid personnel casualties and property losses, improve construction quality, ensure the safety and stability of civil engineering construction, and avoid ground subsidence and other problems;

[0003] In the prior art, the commonly used supporting structure forms cover various types;Among them, the gravity retaining wall maintains stability by its own weight, resists the lateral pressure of soil to achieve the supporting purpose;The buttress retaining wall is provided with buttresses on the basis of the ordinary retaining wall, which enhances the overall stability of the structure, and effectively resists the lateral force of soil to achieve the supporting purpose;The cantilever support mainly relies on its own structural strength to bear the lateral pressure of soil without external support to achieve the supporting purpose;

[0004] But in the use of the above supporting structure, since the supporting structure is continuous and closed, it is difficult to effectively detect and analyze the soil structure on the other side of the supporting structure, and it is difficult to accurately grasp the stress state and soil physical and mechanical properties, such as the cohesion and compressibility of soil;Due to the lack of these key information, it is difficult to develop targeted protection and treatment measures, and it is difficult to give effective treatment scheme in time;In addition, under the influence of long-term external factors, such as rainwater erosion, earthquake action and underground water level change, the soil structure will gradually lose stability, which will endanger the safety of surrounding environment, such as buildings, roads and underground pipelines and other facilities, and there is a certain safety hazard, therefore, the present application provides a landslide treatment side slope supporting structure. CONTENT OF UTILITY MODEL

[0005] In order to solve the above-mentioned problems in the prior art, the purpose of the utility model is to provide a landslide treatment side slope supporting structure, which can observe and analyze the soil sample on the basis of guaranteeing the lateral support of soil, so as to master the soil properties, develop targeted protection and treatment measures, and guarantee the safety and stability of civil engineering.

[0006] The technical scheme adopted by the utility model to solve its technical problems is:

[0007] Provided is a landslide treatment side slope support structure, comprising support plates and a sample storage bin, the support plates are provided in plurality, two adjacent support plates are connected through elastic coaming, the middle part of the support plate is provided with a gravel guide outlet, the side of the support plate away from the side slope is vertically slidably provided with a sealing table capable of plugging the gravel guide outlet, the sample storage bin is fixedly and communicatively provided on the sealing table, two guide rails for limiting horizontal sliding of the sealing table are provided on the support plate, and a sealing cover is detachably provided on the side of the sample storage bin away from the support plate.

[0008] Further, the bottom of the support plate is provided with a bending edge extending away from the side slope, a pile foundation is provided at the bottom of the bending edge, a plurality of reinforcing bars are fixedly installed between the bottom of the support plate and the upper side of the bending edge, and a plurality of anti-inclination support arms are fixedly installed between the middle part of the support plate and the upper side of the bending edge.

[0009] In the application, an optional technical solution for the connection mode of the elastic coaming and the support plate is that the elastic coaming is detachably and fixedly connected with the support plate through a plurality of fasteners.

[0010] In the application, another optional technical solution for the connection mode of the elastic coaming and the support plate is that a clamping arm is detachably and fixedly installed on the support plate, and the end of the elastic coaming is clamped and installed between the clamping arm and the elastic coaming.

[0011] In the application, an optional technical solution for the form of the sealing cover is that the sealing cover completely covers the sample storage bin and is arranged on the side away from the support plate, and the sealing cover is made of a material capable of transmitting light.

[0012] In the application, another optional technical solution for the form of the sealing cover is that the sealing cover semi-covers the sample storage bin and is arranged on the side away from the support plate, and a residue discharge cover is rotatably installed at the lower end of the sealing cover.

[0013] Compared with the prior art, the landslide treatment side slope support structure has the following beneficial effects:

[0014] 1. The landslide treatment side slope support structure utilizes the structure of the support plate to resist lateral force of the soil body, realizes the support purpose of the foundation, vertically slides the sealing table when the soil body needs to be analyzed, so that the gravel guide outlet and the sample storage bin are in communication, the soil sample enters the sample storage bin under the action of gravity, the sealing table is slid again to reset it, the sample storage bin is staggered with the gravel guide outlet, the gravel guide outlet is re-plugged by the sealing table, the soil sample is analyzed by visual observation or by taking out the sample storage bin, the soil characteristics are mastered, the protective treatment measures are formulated in a targeted manner, and the safety and stability of the civil engineering are ensured.

[0015] 2, the utility model discloses the landslide treatment side slope support structure of example, and the end of elastic coaming is clamped and installed between the clamping arm and elastic coaming, and uses fastener to lock its relative position, under the action of clamping arm, provide relatively stable support force to the other side of elastic coaming, avoid the direct contact of fastener end and elastic coaming, reduce the scratch caused to elastic coaming, prolong the service life of equipment. BRIEF DESCRIPTION OF DRAWINGS

[0016] Other features, objects, and advantages of the application will become more apparent from the following detailed description of non-limiting embodiments thereof, read in conjunction with the accompanying drawings:

[0017] Figure 1 The overall structural schematic diagram of the landslide treatment side slope support structure provided by the utility model embodiment is shown in the figure.

[0018] Figure 2 The partial structural schematic diagram of the landslide treatment side slope support structure provided by the utility model embodiment is shown in the figure.

[0019] Figure 3 The structural schematic diagram of the sealing table and sealing cover provided by the utility model embodiment is shown in the figure.

[0020] In the figure: 11 support plate, 111 gravel guide outlet, 12 pile foundation, 13 reinforcing bar, 14 anti-inclination support arm, 15 guide rail, 16 clamping arm, 17 elastic coaming, 21 sealing table, 22 sample storage bin, 23 sealing cover, 24 slag discharge cover. DETAILED DESCRIPTION

[0021] The technical solutions of the utility model will be described clearly and completely below in conjunction with the accompanying drawings. Obviously, the described embodiments are only some of the embodiments of the utility model, not all the embodiments.

[0022] The components of the utility model embodiments generally described and shown in the accompanying drawings can be arranged and designed in various different configurations. Therefore, the following detailed description of the embodiments of the utility model provided in the accompanying drawings is not intended to limit the scope of the claimed utility model, but only represents selected embodiments of the utility model.

[0023] Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor belong to the scope of protection of the utility model.

[0024] In the description of the utility model, it needs to be explained that, the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the utility model and simplifying the description, and therefore cannot be understood as limiting the utility model. In addition, the terms "first", "second", "third" are only for the purpose of description, and cannot be understood as indicating or implying relative importance.

[0025] In the description of the utility model, it needs to be explained that, unless otherwise explicitly specified and limited, the terms "mounting", "connection", "connection" should be broadly understood, for example, it can be fixedly connected, or it can be detachably connected, or integrally connected; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium; it can be the communication inside two elements. For ordinary skilled in the art, the specific meaning of the above terms in the utility model can be understood according to the specific circumstances.

[0026] It needs to be explained that, in the case of no conflict, the embodiments in the application and the features in the embodiments can be combined with each other. In addition, it also needs to be explained that, for the convenience of description, only the parts related to the utility model are shown in the drawings.

[0027] Embodiment one:

[0028] As shown in Figure 1 and Figure 2 , the embodiment provides a landslide treatment slope supporting structure, which comprises supporting plates 11 and sample storage bins 22, the supporting plates 11 are provided with a plurality of supporting plates 11, and the adjacent two supporting plates 11 are connected through elastic coaming 17, the middle part of the supporting plate 11 is provided with a gravel guide outlet 111, and the side of the supporting plate 11 away from the slope is vertically slidably installed with a sealing table 21 capable of plugging the gravel guide outlet 111, the sample storage bin 22 is detachably fixed and communicated and arranged on the sealing table 21, two guide rails 15 for limiting the horizontal sliding of the sealing table 21 are arranged on the supporting plate 11, and the side of the sample storage bin 22 away from the supporting plate 11 is detachably provided with a sealing cover 23.

[0029] In the embodiment, the sealing cover 23 fully covers the sample storage bin 22 arranged on the side away from the supporting plate 11, the sealing cover 23 uses a material capable of transmitting light, and uses an acrylic plate or an explosion-proof glass.

[0030] When using the landslide treatment slope supporting structure of the application,

[0031] The support plate 11 is erected on the side of the support plate 11, and the support plate 11 itself is used to resist the lateral force of the soil body to achieve the supporting purpose of the foundation. At this time, the sealing table 21 keeps the state of plugging the sand and stone guide outlet 111. When it is necessary to analyze the soil body, the vertical sliding sealing table 21 is used to make the sand and stone guide outlet 111 communicate with the sample storage bin 22. The soil sample enters the sample storage bin 22 under the action of gravity. Then, the sealing table 21 is slid again to reset it, and the sample storage bin 22 is staggered with the sand and stone guide outlet 111. The sealing table 21 is used to re-plug the sand and stone guide outlet 111. The soil sample is analyzed by visual observation or by taking out the sample storage bin 22. The soil characteristics are mastered, and targeted protection and control measures are developed to ensure the safety and stability of the civil engineering.

[0032] As shown in Figure 2 , the bottom of the support plate 11 is provided with a bending edge extending away from the slope. The pile foundation 12 is arranged at the bottom of the bending edge. A plurality of reinforcing bars 13 are fixedly installed between the bottom of the support plate 11 and the upper side of the bending edge. A plurality of anti-tilt arms 14 are fixedly installed between the middle part of the support plate 11 and the upper side of the bending edge.

[0033] As shown in Figure 2 , the elastic coaming 17 is detachably fixedly connected to the support plate 11 by a plurality of fasteners. The elastic coaming 17 is made of high-strength rubber material. The variability of the elastic coaming 17 makes the plurality of support plates 11 more conform to the outer contour of the soil body, providing all-around support.

[0034] Example two:

[0035] The same features of this embodiment as those of example one will not be described again. The different scheme of this embodiment from example one is that, as shown in Figure 2 , in this embodiment, the support plate 11 is detachably fixedly installed with a clamping arm 16. The end of the elastic coaming 17 is clamped and installed between the clamping arm 16 and the elastic coaming 17, and the relative position is locked by a fastener. Under the action of the clamping arm 16, a relatively stable supporting force is provided to the other side of the elastic coaming 17.

[0036] When the above scheme of this embodiment is used, since the fastener penetrates the clamping arm 16 and the elastic coaming 17 in sequence and is then screwed into the support plate 11, the stable clamping of the elastic coaming 17 can be achieved while avoiding the direct contact between the end of the fastener and the elastic coaming 17, reducing the scratching of the elastic coaming 17 and prolonging the service life of the equipment.

[0037] Example three:

[0038] The same features of this embodiment as those of example one will not be described again. The different scheme of this embodiment from example one is that, as shown inFigure 3 As shown in the embodiment, the sealing cover 23 is arranged on the side away from the support plate 11 and covers half of the sample storage bin 22, and the lower end of the sealing cover 23 is rotatably provided with a slag discharge cover 24, and when the slag discharge cover 24 is closed, the relative position of the sealing cover 23 and the slag discharge cover 24 is locked and fixed by using fasteners.

[0039] After the soil sample enters the sample storage bin 22, the sliding sealing table 21 is used to block the sand and stone discharge port 111, the slag discharge cover 24 is rotated to quickly take out the soil sample in the sample storage bin 22, which is convenient and can analyze the physical properties of the soil sample in detail, thereby increasing the accuracy of the analysis of the soil sample.

[0040] The above description is only the preferred embodiment of the application and the explanation of the applied technical principles. Those skilled in the art should understand that the utility model range involved in the present application is not limited to the technical solutions formed by the specific combination of the above technical features, and should also cover other technical solutions formed by any combination of the above technical features or equivalent features without departing from the utility model concept. For example, the above features are replaced with the technical features disclosed in the present application (but not limited to) having similar functions to form a technical solution.

[0041] In addition to the technical features described in the specification, the remaining technical features are known to those skilled in the art, and in order to highlight the innovative features of the present application, the remaining technical features will not be described here.

Claims

1. A landslide remediation slope support structure, characterized by, The supporting plate (11) is provided with a gravel guide outlet (111) in the middle part, a sealing table (21) capable of sealing the gravel guide outlet (111) is vertically slidably installed on the side of the supporting plate (11) away from the slope, two guide rails (15) for limiting the horizontal sliding of the sealing table (21) are arranged on the supporting plate (11), a sample storage bin (22) is fixedly arranged on the sealing table (21) and is in communication, and a sealing cover (23) is detachably arranged on the side of the sample storage bin (22) away from the supporting plate (11). The elastic fence (17) is detachably fixedly connected with the supporting plate (11) through a plurality of fasteners.

2. The landslide remediation slope support structure of claim 1, wherein, The supporting plate (11) is detachably fixedly installed with a clamping arm (16), and the end of the elastic fence (17) is clamped and installed between the clamping arm (16) and the elastic fence (17).

3. The landslide remediation slope support structure of claim 1, wherein, The bottom of the supporting plate (11) is provided with a bending edge extending away from the slope, and the pile foundation (12) is arranged at the bottom of the bending edge.

4. The landslide remediation slope support structure of claim 1, wherein, A plurality of reinforcing ribs (13) are fixedly installed between the bottom of the supporting plate (11) and the upper side of the bending edge.

5. The landslide remediation slope support structure of claim 4, wherein, A plurality of anti-tilting arms (14) are fixedly installed between the middle part of the supporting plate (11) and the upper side of the bending edge.

6. The landslide remediation slope support structure of claim 4, wherein, The sealing cover (23) fully covers the sample storage bin (22) arranged on the side away from the supporting plate (11), and the sealing cover (23) is made of a material capable of transmitting light.

7. The landslide remediation slope support structure of claim 1, wherein, The sealing cover (23) semi-covers the sample storage bin (22) arranged on the side away from the supporting plate (11), and a residue discharge cover (24) is rotatably installed at the lower end of the sealing cover (23).

8. The landslide remediation slope support structure of claim 1, wherein, ​

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