Side slope high-filling deep-excavation roadbed composite retaining structure

Abstract

The utility model provides a side slope high-filling deep-excavation roadbed composite retaining structure, and particularly relates to the technical field of side slope roadbed protection, the side slope high-filling deep-excavation roadbed composite retaining structure comprises a base, after the base is fixed, a protective plate is hinged and attached to a side slope, and then a first bolt penetrates through the top of the protective plate in a threaded mode, so that the side slope high-filling deep-excavation roadbed composite retaining structure is formed. The slope is supported by the protection plate, the protection plate is hinged to the base through the rotating shaft, the slope protection device can be suitable for different steep slopes, when rocks fall, the supporting plate can play a certain role in blocking and slowing down the falling speed of the rocks, the protection plate is attached to the steep slopes, and therefore the supporting plate is arranged in an inclined mode, and the slope protection device is convenient to use. The falling rocks can be better prevented from falling, the falling rocks can overflow and roll down again through the protection plate when the supporting plate prevents a large amount of falling rocks, secondary blocking can be conducted through the baffle, the baffle can be protected through the rubber plate, and the bulletproof effect can be achieved through the arrangement of the top plate.

Description

Technical Field

[0001] The utility model relates to the technical field of slope subgrade protection, in particular to a composite retaining structure for high-fill and deep-excavation subgrade of slopes. Background Technique

[0002] The subgrade is a strip-shaped structure built according to the route position and certain technical requirements. It is the most basic part of the highway in contact with the natural ground and also the foundation of the road surface. The main function of the subgrade is to directly support the track or road surface, bear static and dynamic loads, and ensure the stability and safety of the road or railway. When the subgrade is built in landslide and collapse areas, it is necessary to protect the subgrade. Content of the Utility Model

[0003] The purpose of the utility model is to provide a composite retaining structure for high-fill and deep-excavation subgrade of slopes to solve the problem that when the subgrade is built in landslide and collapse areas, it is necessary to protect the subgrade proposed in the above background technique.

[0004] To achieve the above purpose, the utility model provides the following technical solution: A composite retaining structure for high-fill and deep-excavation subgrade of slopes, including a base. A convex block is integrally formed on the outer side of the base. A rotating shaft is rotatably connected to the inner side of the convex block. A guard plate is fixedly connected to the outer side of the rotating shaft. A first bolt is threadedly penetrated through the top of the guard plate. A first installation mechanism is arranged at one end of the guard plate. The first installation mechanism includes a support plate, a first insertion block, a first pin hole, a first slot, a fixing groove and a second bolt. A support plate is arranged at the top of one end of the guard plate. A first insertion block is fixedly connected to the bottom of the support plate. A first pin hole is opened on the outer side of the first insertion block. A first slot is opened on the top of the guard plate. A fixing groove is opened on one side of the guard plate. A second bolt is threadedly connected to the inner side of the fixing groove. A second installation mechanism is arranged on the top of the base.

[0005] Preferably, the outer wall of the first insertion block is adapted to the inner wall of the first slot, and the first insertion block is fixedly connected to the guard plate through the second bolt.

[0006] Preferably, the guard plate is hinged to the base through the rotating shaft.

[0007] Preferably, the second installation mechanism includes a third bolt, a second slot, a second insertion block, a second pin hole, a baffle, a sliding groove, a sliding plate, a rubber plate and a top plate. A third bolt is threadedly connected to the outer side of the base. A second slot is opened on the top of the base. A second insertion block is inserted into the second slot. A second pin hole is opened on the outer side of the second insertion block. A baffle is fixedly connected to the top of the second insertion block. A sliding groove is opened on one side of the baffle. A sliding plate is slidably connected to the inner side of the sliding groove. A rubber plate is fixedly connected to the outer side of the sliding plate. A top plate is fixedly connected to the top of the rubber plate.

[0008] Preferably, the slide plate is arranged in a trapezoidal structure, and the outer wall of the slide plate fits with the inner wall of the slide groove.

[0009] Preferably, the inner wall of the second slot is matched with the outer wall of the second inserting block.

[0010] Compared with the prior art, the beneficial effects of the utility model are as follows: when the composite retaining structure of the high-fill and deep-excavation roadbed is used, after the base is fixed, the guard plate is hinged and attached to the slope, and then a first bolt is used to penetrate through the top thread of the guard plate and screwed into the rock layer of the slope to fix the guard plate. The slope is supported by the guard plate, and the guard plate is hinged to the base through a rotating shaft, which can improve the applicability to different steep slopes. When falling rocks occur, the support plate can play a certain role in blocking and slowing down the falling speed of falling rocks. The guard plate fits the steep slope, so that the support plate is inclined and can better block the falling of falling rocks. When the support plate blocks more falling rocks, the falling rocks will overflow and pass through the guard plate and roll down again. The baffle plate can be used for secondary blocking, and the baffle plate can be protected by the rubber plate. The plug-in method of the rubber plate is more convenient for later replacement, and the setting of the top plate can play an anti-bounce effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] Figure 1 It is a schematic diagram of the structure of the utility model;

[0012] Figure 2 This is a schematic diagram of the structure of the matching of the rotating shaft and the guard plate of the utility model;

[0013] Figure 3 This is a schematic diagram of the structure of the second installation mechanism of the utility model;

[0014] Figure 4 This utility model Figure 2 Enlarged structural diagram at A in the middle.

[0015] In the figure: 1, base; 2, protrusion; 3, rotating shaft; 4, guard plate; 5, first bolt; 6, first mounting mechanism; 601, support plate; 602, first plug block; 603, first pin hole; 604, first slot; 605, fixing slot; 606, second bolt; 7, second mounting mechanism; 701, third bolt; 702, second slot; 703, second plug block; 704, second pin hole; 705, baffle; 706, slide groove; 707, slide plate; 708, rubber plate; 709, top plate. DETAILED DESCRIPTION

[0016] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model.

[0017] It should be noted that the structures, proportions, sizes, etc. shown in the drawings of this specification are only used to cooperate with the content disclosed in the specification for those who are familiar with this technology to understand and read, and are not used to limit the limiting conditions that can be implemented in this application. Therefore, they do not have technical essence. Any modification of the structure, change of the proportional relationship or adjustment of the size, without affecting the effects that this application can produce and the purposes that can be achieved, should still fall within the scope that can be covered by the technical content disclosed in this application. Embodiment

[0018] Please refer to Figures 1-4 , a composite retaining structure for high fill and deep cut roadbeds on slopes of the present utility model: including a base 1, a convex block 2 is integrally formed on the outer side of the base 1, a rotating shaft 3 is rotatably connected to the inner side of the convex block 2, a guard plate 4 is fixedly connected to the outer side of the rotating shaft 3, a first bolt 5 is threadedly penetrated through the top of the guard plate 4, a first installation mechanism 6 is arranged at one end of the guard plate 4, and the first installation mechanism 6 includes a support plate 601, a first insertion block 602, a first pin hole 603, a first slot 604, a fixing groove 605 and a second bolt 606. A support plate 601 is arranged at the top of one end of the guard plate 4, a first insertion block 602 is fixedly connected to the bottom of the support plate 601, a first pin hole 603 is opened on the outer side of the first insertion block 602, a first slot 604 is opened on the top of the guard plate 4, a fixing groove 605 is opened on one side of the guard plate 4, and a second bolt 606 is threadedly connected to the inner side of the fixing groove 605. A second installation mechanism 7 is arranged on the top of the base 1. When in use, after the base 1 is fixed, then the guard plate 4 is hinged and attached to the slope. Then, the first bolt 5 is threadedly penetrated through the top of the guard plate 4 and screwed into the rock layer of the slope to fix the guard plate 4. The slope is supported by the guard plate 4. The setting that the guard plate 4 is hinged to the base 1 through the rotating shaft 3 can improve the adaptability to slopes of different steepness. When falling rocks occur, the support plate 601 can play a certain role in blocking and slowing down the falling speed of the falling rocks. The guard plate 4 fits the steep slope, so that the support plate 601 is inclined, which can better block the falling of the falling rocks.

[0019] Furthermore, the outer wall of the first insertion block 602 is adapted to the inner wall of the first slot 604, and the first insertion block 602 is fixedly connected to the guard plate 4 through the second bolt 606.

[0020] Furthermore, the guard plate 4 is hinged to the base 1 through the rotating shaft 3.

[0021] For better protection, the second installation mechanism 7 includes a third bolt 701, a second slot 702, a second plug 703, a second pin hole 704, a baffle 705, a chute 706, a sliding plate 707, a rubber plate 708 and a top plate 709. The outside of the base 1 is threadedly connected with the third bolt 701. A second slot 702 is opened at the top of the base 1. The inside of the second slot 702 is plugged with the second plug 703. A second pin hole 704 is opened on the outside of the second plug 703. The top of the second plug 703 is fixedly connected with the baffle 705. A chute 706 is opened on one side of the baffle 705. The inside of the chute 706 is slidably connected with the sliding plate 707. The outside of the sliding plate 707 is fixedly connected with the rubber plate 708. The top of the rubber plate 708 is fixedly connected with the top plate 709. When the support plate 601 blocks a large amount of falling rocks, the falling rocks will overflow and roll down again through the protection plate 4. The baffle 705 can be used for secondary blocking, and the rubber plate 708 can protect the baffle 705. The plug-in method of the rubber plate 708 is more convenient for later replacement. The setting of the top plate 709 can play an anti-bouncing effect.

[0022] Furthermore, the sliding plate 707 is arranged in a trapezoidal structure, and the outer wall of the sliding plate 707 fits with the inner wall of the chute 706.

[0023] Furthermore, the inner wall of the second slot 702 is adapted to the outer wall of the second plug 703.

[0024] Working principle: When in use, after fixing the base 1, then hinge the protection plate 4 and attach it to the slope. Then use the first bolt 5 to thread through the top of the protection plate 4 and screw it into the rock formation of the slope to fix the protection plate 4. Support the slope through the protection plate 4. The setting that the protection plate 4 is hinged to the base 1 through the rotating shaft 3 can improve the adaptability to slopes with different steepness. When falling rocks occur, the support plate 601 can play a certain blocking role and slow down the falling speed of the falling rocks. The protection plate 4 fits the steep slope, so that the support plate 601 is inclined, which can better block the falling of the falling rocks. When the support plate 601 blocks a large amount of falling rocks, the falling rocks will overflow and roll down again through the protection plate 4. The baffle 705 can be used for secondary blocking, and the rubber plate 708 can protect the baffle 705. The plug-in method of the rubber plate 708 is more convenient for later replacement. The setting of the top plate 709 can play an anti-bouncing effect.

[0025] Although the embodiments of the present invention have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principle and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A composite retaining structure for high-fill and deep-excavation roadbeds on slopes, comprising a base (1), characterized in that: A bump (2) is integrally formed on the outer side of the base (1). A rotating shaft (3) is rotatably connected to the inner side of the bump (2). A guard plate (4) is fixedly connected to the outer side of the rotating shaft (3). A first bolt (5) is threadedly penetrated through the top of the guard plate (4). A first installation mechanism (6) is arranged at one end of the guard plate (4). The first installation mechanism (6) includes a support plate (601), a first insertion block (602), a first pin hole (603), a first slot (604), a fixing groove (605) and a second bolt (606). A support plate (601) is arranged at the top of one end of the guard plate (4). A first insertion block (602) is fixedly connected to the bottom of the support plate (601). A first pin hole (603) is formed in the outer side of the first insertion block (602). A first slot (604) is formed in the top of the guard plate (4). A fixing groove (605) is formed in one side of the guard plate (4). A second bolt (606) is threadedly connected to the inner side of the fixing groove (605). A second installation mechanism (7) is arranged at the top of the base (1).

2. The composite retaining structure for high fill and deep cut roadbed of slope according to claim 1, wherein: The outer wall of the first insertion block (602) is adapted to the inner wall of the first slot (604). The first insertion block (602) is fixedly connected to the guard plate (4) through the second bolt (606).

3. The composite retaining structure for high-fill and deep-excavation roadbed of slope according to claim 1, wherein: The guard plate (4) is hinged to the base (1) through the rotating shaft (3).

4. A composite retaining structure for high-fill and deep-excavation roadbeds of slopes according to claim 3, characterized in that: The second installation mechanism (7) includes a third bolt (701), a second slot (702), a second insertion block (703), a second pin hole (704), a baffle (705), a sliding groove (706), a sliding plate (707), a rubber plate (708) and a top plate (709). A third bolt (701) is threadedly connected to the outer side of the base (1). A second slot (702) is formed in the top of the base (1). A second insertion block (703) is inserted into the inner side of the second slot (702). A second pin hole (704) is formed in the outer side of the second insertion block (703). A baffle (705) is fixedly connected to the top of the second insertion block (703). A sliding groove (706) is formed in one side of the baffle (705). A sliding plate (707) is slidably connected to the inner side of the sliding groove (706). A rubber plate (708) is fixedly connected to the outer side of the sliding plate (707). A top plate (709) is fixedly connected to the top of the rubber plate (708).

5. The composite retaining structure for high-fill and deep-excavation subgrade of slope according to claim 4, wherein: The sliding plate (707) is arranged in a trapezoidal structure. The outer wall of the sliding plate (707) is attached to the inner wall of the sliding groove (706).

6. The composite retaining structure for high fill and deep cut subgrade of slope according to claim 4, characterized in that: The inner wall of the second slot (702) is adapted to the outer wall of the second insertion block (703).

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