CN116856346A - Blocking structure for debris flow disaster management - Google Patents

Blocking structure for debris flow disaster management Download PDF

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Publication number
CN116856346A
CN116856346A CN202311115517.0A CN202311115517A CN116856346A CN 116856346 A CN116856346 A CN 116856346A CN 202311115517 A CN202311115517 A CN 202311115517A CN 116856346 A CN116856346 A CN 116856346A
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sliding
blocking
stone
column
debris flow
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CN116856346B (en
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刘华
廖红剑
徐谦
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Sichuan Southwest Dadi Group Co ltd
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Sichuan Southwest Dadi Group Co ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/02Sediment base gates; Sand sluices; Structures for retaining arresting waterborne material
    • E02B8/023Arresting devices for waterborne materials
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/06Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Revetment (AREA)

Abstract

The application relates to a blocking structure for debris flow disaster management, and belongs to the technical field of hydraulic and hydroelectric engineering. The blocking structure comprises a dam body, wherein a drainage hole for draining water in the debris flow is formed in one side, close to the debris flow, of the dam body; a plurality of sliding grooves which are uniformly distributed along the horizontal direction are formed in one side, close to the debris flow, of the dam body, sliding columns are connected in the sliding grooves in a sliding manner, and stone blocking mechanisms for blocking rolling stones are arranged at one ends, located outside the sliding grooves, of the sliding columns; and a buffer piece is arranged between the sliding column and the bottom of the sliding groove. According to the application, the stone blocking mechanism on the sliding column can be close to or far away from the dam body, so that the impact force of stone blocks and boulders in debris flow on the stone blocking mechanism is conveniently converted into the moving power of the sliding column and the stone blocking mechanism, and the horizontal moving amplitude of the sliding column and the stone blocking mechanism can be reduced through the buffer piece, so that the impact force of the debris flow on the front face of the dam body is reduced, and the service life of the blocking structure is effectively prolonged.

Description

用于泥石流灾害治理的拦挡结构Barrier structures for debris flow disaster control

技术领域Technical field

本申请涉及水利水电工程技术领域,尤其是涉及一种用于泥石流灾害治理的拦挡结构。This application relates to the technical field of water conservancy and hydropower engineering, and in particular to a blocking structure for debris flow disaster control.

背景技术Background technique

泥石流是山区常见的地质灾害,是由于降水如暴雨、冰川、积雪融化水在沟谷或山坡上产生的一种携带大量泥沙、石块和巨砾等固体物质的特殊洪流。泥石流作为山区最常见的地质灾害之一,其工程治理措施主要包括治水工程如蓄水工程、引排水工程、控制松散固体物源的治土工程如拦挡坝、格栅坝、挡土墙、护坡及潜坝工程等、排导工程如排导堤、顺水坝、导流堤、渡槽、明硐等以及停淤工程如停淤场和拦泥库等。Debris flow is a common geological disaster in mountainous areas. It is a special torrent that carries a large amount of solid materials such as sand, stones, and boulders on valleys or hillsides due to precipitation such as heavy rain, glaciers, and melted snow. Debris flow is one of the most common geological disasters in mountainous areas. Its engineering management measures mainly include water control projects such as water storage projects, diversion and drainage projects, and soil control projects to control the sources of loose solids such as retaining dams, grid dams, retaining walls, and slope protection. And submersible dam projects, etc., drainage projects such as drainage dikes, downstream dams, diversion embankments, aqueducts, open channels, etc., and siltation stop projects such as siltation stops and mud banks, etc.

现阶段,工程上采用的拦挡结构一般是拦挡混凝土坝,坝身设置有孔洞起排水和减小坝身自重的作用。At this stage, the retaining structure used in engineering is generally a retaining concrete dam. The dam body is provided with holes for drainage and reducing the dead weight of the dam body.

但是,当拦挡混凝土坝对泥石流进行阻挡时,泥石流中的石块和巨砾撞击在坝身的正面,容易造成坝身和孔洞的损坏。However, when a retaining concrete dam blocks a debris flow, the rocks and boulders in the debris flow hit the front of the dam body, easily causing damage to the dam body and holes.

发明内容Contents of the invention

为了有效延长拦挡结构的使用寿命,本申请提供了一种用于泥石流灾害治理的拦挡结构。In order to effectively extend the service life of the blocking structure, this application provides a blocking structure for debris flow disaster control.

本申请的目的提供的一种用于泥石流灾害治理的拦挡结构,采用如下的技术方案:The purpose of this application is to provide a blocking structure for debris flow disaster control, which adopts the following technical solution:

一种用于泥石流灾害治理的拦挡结构,包括坝本体,所述坝本体上靠近泥石流来向的一侧开设有用于排出泥石流中水的泄流孔;所述坝本体靠近泥石流来向的一侧开设有多个沿水平均匀分布的滑移槽,所述滑移槽内滑移连接有滑移柱,所述滑移柱上位于滑移槽外的一端设置有用于拦截滚石的拦石机构;所述滑移柱与滑移槽的槽底之间设置有缓冲件;所述泄流孔内转动连接有清理环,所述清理环上周向设置有多个与泄流孔孔壁相抵接的清洁杆;所述坝本体内设置有用于将滑移柱水平移动转换成清理环旋转的联动组件。A blocking structure for managing debris flow disasters, including a dam body. A leak hole for discharging water in the debris flow is provided on the side of the dam body close to the direction of the debris flow. The dam body is close to the side of the debris flow. A plurality of sliding troughs evenly distributed along the horizontal direction are provided, and a sliding column is slidably connected in the sliding trough. An end of the sliding column located outside the sliding trough is provided with a rock blocking mechanism for intercepting rolling stones; A buffer is provided between the sliding column and the bottom of the sliding groove; a cleaning ring is rotatably connected in the leakage hole, and a plurality of cleaning rings are arranged circumferentially to abut against the walls of the leakage hole. The cleaning rod; the dam body is provided with a linkage component for converting the horizontal movement of the sliding column into the rotation of the cleaning ring.

通过采用上述技术方案,泄流孔能够将泥石流中的水导引到坝本体外侧坡地上,以减小泥石流携带的能量对坝本体造成的冲击;再经拦石机构可以阻拦泥石流中的石块和巨砾,便于减缓泥石流的流速。滑移柱与滑移槽相配合,使得滑移柱上的拦石机构能够靠近或者远离坝本体,便于泥石流中石块和巨砾对拦石机构的冲击力转换成滑移柱和拦石机构移动的动力,再经缓冲件能够减小滑移柱和拦石机构水平移动的幅度,从而减小泥石流对坝本体正面的冲击力,有效延长拦挡结构的使用寿命。泥石流对拦石机构的冲击力将使得滑移柱在滑移槽内水平移动,以驱使清理环旋转,清理环的旋转将带动着清洁杆旋转,从而对泄流孔内堵塞的泥沙进行搅动,以便于泄流孔更好的将泥石流中的水沙导引到坝本体外侧坡地上,从而便于清理坝本体内的泥沙。即将泥石流对拦石机构的冲击力转换成对泄流孔内泥沙清理的动力,能够有效延长拦挡结构的使用寿命。By adopting the above technical solution, the discharge hole can guide the water in the debris flow to the slope outside the dam body to reduce the impact of the energy carried by the debris flow on the dam body; and then through the rock blocking mechanism, the rocks in the debris flow can be blocked and boulders to slow down the flow of debris flows. The sliding column cooperates with the sliding groove so that the rock-blocking mechanism on the sliding column can be close to or away from the dam body, which facilitates the conversion of the impact force of stones and boulders on the rock-blocking mechanism in the debris flow into the sliding column and the stone-blocking mechanism. The moving power, through the buffer, can reduce the horizontal movement of the sliding column and the rock-blocking mechanism, thereby reducing the impact of the debris flow on the front of the dam body and effectively extending the service life of the blocking structure. The impact of the debris flow on the rock blocking mechanism will cause the sliding column to move horizontally in the sliding groove to drive the cleaning ring to rotate. The rotation of the cleaning ring will drive the cleaning rod to rotate, thereby stirring up the sediment blocked in the discharge hole. , so that the discharge hole can better guide the water and sand in the debris flow to the slope outside the dam body, so as to facilitate the cleaning of the sediment in the dam body. That is to say, the impact force of the debris flow on the rock blocking mechanism is converted into the power to clean the sediment in the discharge hole, which can effectively extend the service life of the blocking structure.

可选的,所述拦石机构包括拦石柱,所述滑移柱上远离缓冲件的一端固定连接有安装块,所述拦石柱的侧面开设有与安装块插接配合的安装槽,所述滑移柱上设置有用于将安装块限制于安装槽内的限制组件。Optionally, the stone blocking mechanism includes a stone blocking column, an end of the sliding column away from the buffer member is fixedly connected with a mounting block, and a mounting slot is provided on the side of the stone blocking column that is plug-fitted with the mounting block. The sliding column is provided with a limiting component for limiting the mounting block in the mounting groove.

通过采用上述技术方案,安装块与安装槽相配合,将拦石柱可拆卸的固定在滑移柱上,当拦石柱在石块和巨砾的冲击下出现损坏时,便于对拦石柱进行更换;再经限制组件将安装块限制在安装槽内,以使得拦石柱在滑移柱上固定的更稳固,从而提高拦石柱与滑移柱之间的连接强度,以提高拦石柱对泥石流中石块和巨砾的拦截效果。By adopting the above technical solution, the installation block cooperates with the installation groove to detachably fix the stone blocking column on the sliding column. When the stone blocking column is damaged under the impact of stones and boulders, it is easy to replace the stone blocking column; The installation block is then restricted in the installation groove through the restriction assembly, so that the rock-blocking column is more firmly fixed on the sliding column, thereby improving the connection strength between the stone-blocking column and the sliding column, so as to improve the resistance of the stone-blocking column to the stones in the debris flow. and the interception effect of boulders.

可选的,所述限制组件包括第一限制块和第一限制槽,所述安装块的侧面开设有供第一限制块滑移的第一滑槽,所述第一限制槽开设于安装槽的槽壁,且所述第一限制槽与第一限制块的端部插接配合;所述第一滑槽内设置有第一卡接弹簧,所述第一卡接弹簧的一端固定于第一滑槽的槽壁上,所述第一卡接弹簧的另一端固定于第一限制块上。Optionally, the restriction assembly includes a first restriction block and a first restriction groove. A first chute is provided on the side of the installation block for the first restriction block to slide. The first restriction groove is provided in the installation groove. the groove wall, and the first limiting groove is plug-fitted with the end of the first limiting block; a first snap-in spring is provided in the first chute, and one end of the first snap-in spring is fixed to the first On the groove wall of a chute, the other end of the first clamping spring is fixed on the first limiting block.

通过采用上述技术方案,经第一卡接弹簧可以让第一限制块的端部凸出于安装块的侧面,以使得第一限制块的端部插入第一限制槽内,从而将安装块限制在安装槽内。By adopting the above technical solution, the end of the first limiting block can be protruded from the side of the mounting block through the first clamping spring, so that the end of the first limiting block can be inserted into the first limiting groove, thereby limiting the mounting block. in the mounting slot.

可选的,所述滑移柱内开设有与第一滑槽相连通的第一滑移孔,所述第一滑移孔内滑移连接有第一拉绳;所述滑移柱内转动连接有绕线轮,所述第一拉绳的一端固定于第一限制块上,所述第一拉绳的另一端缠绕于绕线轮上。Optionally, a first sliding hole connected to the first slide groove is provided in the sliding column, and a first pull rope is slidably connected in the first sliding hole; the sliding column rotates A reel is connected, one end of the first stay rope is fixed on the first limiting block, and the other end of the first stay rope is wound around the reel.

通过采用上述技术方案,转动绕线轮将使得第一限制块的端部缩入第一滑槽内,以使得安装块能够从拦石柱的安装槽内拨出,从而便于对拦石柱进行更换。By adopting the above technical solution, rotating the winding wheel will cause the end of the first limiting block to retract into the first chute, so that the installation block can be pulled out from the installation groove of the stone blocking column, thereby facilitating the replacement of the stone blocking column.

可选的,所述拦石机构还包括拦石格栅筛套,所述拦石格栅筛套固定连接于滑移柱上,且所述拦石格栅筛套位于拦石柱与坝本体之间。Optionally, the rock-blocking mechanism also includes a stone-blocking grid screen sleeve, the stone-blocking grid screen sleeve is fixedly connected to the sliding column, and the stone-blocking grid screen sleeve is located between the stone blocking column and the dam body. between.

通过采用上述技术方案,拦石柱对泥石流中大的石块进行拦截,拦石格栅筛套对泥石流中小的砂石进行拦截,从而更好的减缓泥石流的流速,使得泥石流对坝本体的冲击效果更小,以延长坝本体的使用寿命。By adopting the above technical solution, the stone blocking pillars intercept large stones in the debris flow, and the stone blocking grille screen intercepts the small sand and stones in the debris flow, thereby better slowing down the flow speed of the debris flow and reducing the impact of the debris flow on the dam body. Smaller to extend the service life of the dam body.

可选的,所述拦石格栅筛套与拦石柱之间固定连接有支撑杆,所述支撑杆位于拦石柱远离滑移柱的一端。Optionally, a support rod is fixedly connected between the stone blocking grid screen sleeve and the stone blocking column, and the support rod is located at an end of the stone blocking column away from the sliding column.

通过采用上述技术方案,经支撑杆能够对拦石柱远离滑移柱的一端进行支撑,以增加拦石柱固定在滑移柱上的稳定性,从而提高拦石柱对泥石流中+石块的拦截效果。By adopting the above technical solution, the end of the stone blocking column away from the sliding column can be supported by the support rod to increase the stability of the stone blocking column being fixed on the sliding column, thereby improving the blocking effect of the stone blocking column on + stones in the debris flow.

可选的,所述支撑杆的两端均固定连接有卡接块,所述拦石格栅筛套和拦石柱上均固定连接有与卡接块插接配合的卡接框。Optionally, both ends of the support rod are fixedly connected with snap-in blocks, and the stone-blocking grid screen sleeves and the stone-blocking pillars are fixedly connected with snap-in frames that are plug-fitted with the clip-on blocks.

通过采用上述技术方案,卡接块与卡接框相配合,使得支撑杆可拆卸连接在拦石格栅筛套和拦石柱上,便于对拦石格栅筛套或者拦石柱进行更换。By adopting the above technical solution, the snap-in block cooperates with the snap-in frame, so that the support rod can be detachably connected to the stone-blocking grid screen sleeve and the stone-blocking column, which facilitates the replacement of the stone-blocking grid screen sleeve or the stone-blocking column.

可选的,所述联动组件包括齿轮、齿条、蜗轮和蜗杆,所述坝本体内转动连接有驱动杆,所述驱动杆与滑移柱相互垂直;所述齿条固定连接于滑移柱上,且所述齿条沿滑移柱的长度方向设置;所述齿轮固定连接于驱动杆上,且所述齿轮与齿条相啮合;所述蜗轮套设于清理环的外壁上,所述蜗杆固定连接于驱动杆上,且所述蜗杆与蜗轮相啮合。Optionally, the linkage assembly includes a gear, a rack, a worm wheel and a worm, a driving rod is rotatably connected to the dam body, and the driving rod and the sliding column are perpendicular to each other; the rack is fixedly connected to the sliding column. on the rack, and the rack is arranged along the length direction of the sliding column; the gear is fixedly connected to the driving rod, and the gear meshes with the rack; the worm gear is sleeved on the outer wall of the cleaning ring, and the The worm is fixedly connected to the drive rod and meshes with the worm gear.

通过采用上述技术方案,滑移柱在滑移槽内水平移动,以驱使齿条水平移动,从而驱使齿轮进行旋转;齿轮的旋转将转动着驱动杆和蜗杆一起转动,蜗杆带动蜗轮转动,蜗轮将带动着清理环和清洁杆转动,从而对多个泄流孔内的泥沙同时进行清理。By adopting the above technical solution, the sliding column moves horizontally in the sliding groove to drive the rack to move horizontally, thereby driving the gear to rotate; the rotation of the gear will rotate the driving rod and the worm together, and the worm drives the worm wheel to rotate, and the worm wheel will The cleaning ring and the cleaning rod are driven to rotate, thereby cleaning the sediment in multiple leak holes at the same time.

综上所述,本申请包括以下至少一种有益技术效果:To sum up, this application includes at least one of the following beneficial technical effects:

1.通过泄流孔能够将泥石流中的水导引到坝本体外侧坡地上,以减小泥石流携带的能量对坝本体造成的冲击;再经拦石机构可以阻拦泥石流中的石块和巨砾,便于减缓泥石流的流速。滑移柱与滑移槽相配合,使得滑移柱上的拦石机构能够靠近或者远离坝本体,便于泥石流中石块和巨砾对拦石机构的冲击力转换成滑移柱和拦石机构移动的动力,再经缓冲件能够减小滑移柱和拦石机构水平移动的幅度,从而减小泥石流对坝本体正面的冲击力,有效延长拦挡结构的使用寿命;1. The water in the debris flow can be guided to the outer slope of the dam body through the discharge hole to reduce the impact of the energy carried by the debris flow on the dam body; and then through the rock blocking mechanism, the stones and boulders in the debris flow can be blocked , which is convenient for slowing down the flow rate of debris flow. The sliding column cooperates with the sliding groove so that the rock-blocking mechanism on the sliding column can be close to or away from the dam body, which facilitates the conversion of the impact force of stones and boulders on the rock-blocking mechanism in the debris flow into the sliding column and the stone-blocking mechanism. The moving power, through the buffer, can reduce the horizontal movement of the sliding column and the rock-blocking mechanism, thereby reducing the impact of the debris flow on the front of the dam body and effectively extending the service life of the blocking structure;

2.泥石流对拦石机构的冲击力将使得滑移柱在滑移槽内水平移动,以驱使清理环旋转,清理环的旋转将带动着清洁杆旋转,从而对泄流孔内堵塞的泥沙进行搅动,以便于泄流孔更好的将泥石流中的水沙导引到坝本体外侧坡地上,从而便于清理坝本体内的泥沙。即将泥石流对拦石机构的冲击力转换成对泄流孔内泥沙清理的动力,能够有效延长拦挡结构的使用寿命。2. The impact of the debris flow on the rock blocking mechanism will cause the sliding column to move horizontally in the sliding groove to drive the cleaning ring to rotate. The rotation of the cleaning ring will drive the cleaning rod to rotate, thereby removing the sediment blocked in the discharge hole. Stirring is carried out so that the discharge hole can better guide the water and sand in the debris flow to the slope outside the dam body, so as to facilitate the cleaning of the sediment in the dam body. That is to say, the impact force of the debris flow on the rock blocking mechanism is converted into the power to clean the sediment in the discharge hole, which can effectively extend the service life of the blocking structure.

附图说明Description of the drawings

图1是本申请实施例中一种用于泥石流灾害治理的拦挡结构的部分结构剖视图;Figure 1 is a partial structural cross-sectional view of a blocking structure used for debris flow disaster control in an embodiment of the present application;

图2是本申请实施例的部分结构剖视图,主要用于展示滑移柱和拦石机构的连接示意图;Figure 2 is a partial structural cross-sectional view of the embodiment of the present application, mainly used to show the connection schematic diagram of the sliding column and the rock blocking mechanism;

图3是图2中A部分的放大图;Figure 3 is an enlarged view of part A in Figure 2;

图4是本申请实施例的部分结构示意图,主要用于展示滑移柱、清理环和联动组件的连接示意图。Figure 4 is a partial structural schematic diagram of an embodiment of the present application, mainly used to show the connection schematic diagram of the sliding column, cleaning ring and linkage components.

附图标记说明:1、坝本体;2、泄流孔;3、滑移槽;4、滑移柱;5、拦石机构;51、拦石柱;52、拦石格栅筛套;6、缓冲件;7、安装块;8、安装槽;9、限制组件;91、第一限制块;92、第一限制槽;93、第一滑槽;94、第一卡接弹簧;10、第一滑移孔;11、第一拉绳;12、绕线轮;13、支撑杆;14、卡接块;15、卡接框;16、清理环;17、清洁杆;18、联动组件;181、齿轮;182、齿条;183、蜗轮;184、蜗杆;185、驱动杆;19、固定座;20、第二限制块;21、第二限制槽;22、第二滑槽;23、第二卡接弹簧;24、第二滑移孔;25、第二拉绳;26、旋钮。Explanation of reference signs: 1. Dam body; 2. Discharge hole; 3. Sliding groove; 4. Sliding column; 5. Rock blocking mechanism; 51. Stone blocking column; 52. Stone blocking grid screen cover; 6. Buffer; 7. Installation block; 8. Installation groove; 9. Limiting component; 91. First limiting block; 92. First limiting groove; 93. First chute; 94. First snap spring; 10. A sliding hole; 11. First pull rope; 12. Winding wheel; 13. Support rod; 14. Snap block; 15. Snap frame; 16. Cleaning ring; 17. Cleaning rod; 18. Linkage component; 181. Gear; 182. Rack; 183. Worm gear; 184. Worm; 185. Driving rod; 19. Fixing seat; 20. Second limiting block; 21. Second limiting groove; 22. Second chute; 23. The second snap spring; 24, the second sliding hole; 25, the second pull rope; 26, the knob.

实施方式Implementation

为了使本申请的目的、技术方案及优点更加清楚明白,以下结合附图1-4及实施例,对本申请进行进一步详细说明。应当理解,此处所描述的具体实施例仅用以解释本申请,并不用于限定本申请。In order to make the purpose, technical solutions and advantages of the present application more clear, the present application will be further described in detail below with reference to the accompanying drawings 1-4 and the embodiments. It should be understood that the specific embodiments described here are only used to explain the present application and are not used to limit the present application.

本申请实施例公开了一种用于泥石流灾害治理的拦挡结构。参照图1,该拦挡结构包括坝本体1,坝本体1上靠近泥石流来向的一侧开设有用于排出泥石流中水的泄流孔2。其中,坝本体1采用钢筋混凝土现浇而成,坝本体1的横截面呈直角梯形,且坝本体1的底端大顶端小;泄流孔2在坝本体1浇筑的过程中预留而成,泄流孔2有多个,且多个泄流孔2沿坝本体1的长度方向均匀设置。The embodiment of the present application discloses a blocking structure for debris flow disaster control. Referring to Figure 1, the blocking structure includes a dam body 1. A leak hole 2 for discharging water in the debris flow is provided on the side of the dam body 1 close to the direction of the debris flow. Among them, the dam body 1 is made of reinforced concrete cast in situ. The cross section of the dam body 1 is a right-angled trapezoid, and the bottom end of the dam body 1 is large and the top end is small. The leak hole 2 is reserved during the pouring process of the dam body 1. , there are multiple leakage holes 2, and the plurality of leakage holes 2 are evenly arranged along the length direction of the dam body 1.

参照图1和图2,为了减小泥石流对坝本体1正面的冲击力,坝本体1的侧面开设有多个滑移槽3,多个滑移槽3沿坝本体1的水平方向均匀分布;滑移槽3内滑移连接有滑移柱4,滑移柱4上位于滑移槽3外的一端固定连接有拦石机构5。其中,滑移柱4采用钢筋混凝土结构,也可以采用钢材料制成,且滑移柱4呈圆柱状;通过经拦石机构5可以阻拦泥石流中的石块和巨砾,便于减缓泥石流的流速;再通过滑移柱4与滑移槽3相配合,使得滑移柱4上的拦石机构5能够靠近或者远离坝本体1,便于泥石流中石块和巨砾对拦石机构5的冲击力转换成滑移柱4和拦石机构5移动的动力。Referring to Figures 1 and 2, in order to reduce the impact of debris flow on the front of the dam body 1, a plurality of slip grooves 3 are provided on the side of the dam body 1, and the plurality of slip grooves 3 are evenly distributed along the horizontal direction of the dam body 1; A sliding column 4 is slidably connected in the sliding groove 3, and an end of the sliding column 4 located outside the sliding groove 3 is fixedly connected with a rock blocking mechanism 5. Among them, the sliding column 4 adopts a reinforced concrete structure or can also be made of steel material, and the sliding column 4 is cylindrical; through the stone blocking mechanism 5, the stones and boulders in the debris flow can be blocked, so as to slow down the flow rate of the debris flow. ; Then the sliding column 4 cooperates with the sliding groove 3 so that the rock-blocking mechanism 5 on the sliding column 4 can be close to or away from the dam body 1, which facilitates the impact of stones and boulders in the debris flow on the stone-blocking mechanism 5. Converted into the power of movement of the sliding column 4 and the rock blocking mechanism 5.

参照图1和图2,为了更好的减缓泥石流的流速,拦石机构5包括拦石柱51和拦石格栅筛套52,拦石柱51和拦石格栅筛套52均固定连接在滑移柱4上,且拦石格栅筛套52位于拦石柱51与坝本体1之间。其中,拦石柱51采用钢筋混凝土结构,也可以采用钢材料制成,且拦石柱51呈圆柱状;拦石格栅筛套52采用钢材料制成,且拦石格栅筛套52呈长方体状;三根拦石柱51对应一块拦石格栅筛套52;通过拦石柱51对泥石流中大的石块进行拦截,拦石格栅筛套52对泥石流中小的砂石进行拦截,从而更好的减缓泥石流的流速,使得泥石流对坝本体1的冲击效果更小,以延长坝本体1的使用寿命。Referring to Figures 1 and 2, in order to better slow down the flow rate of the debris flow, the stone blocking mechanism 5 includes stone blocking pillars 51 and stone blocking grid screen sets 52. The stone blocking pillars 51 and the stone blocking grid screen sets 52 are both fixedly connected to the sliding on the pillar 4, and the stone blocking grid screen sleeve 52 is located between the stone blocking pillar 51 and the dam body 1. Among them, the stone blocking pillar 51 adopts a reinforced concrete structure or can also be made of steel material, and the stone blocking pillar 51 is in the shape of a cylinder; the stone blocking grid screen cover 52 is made of steel material, and the stone blocking grid screen cover 52 is in the shape of a rectangular parallelepiped ; Three stone blocking pillars 51 correspond to one stone blocking grid screen sleeve 52; the large stones in the debris flow are intercepted by the stone blocking pillars 51, and the small gravels in the debris flow are intercepted by the stone blocking grid screen sleeve 52, thereby better slowing down the flow. The flow rate of the debris flow makes the impact of the debris flow on the dam body 1 smaller, thereby extending the service life of the dam body 1 .

参照图1和图2,为了提高拦石柱51对泥石流中石块的拦截效果,拦石格栅筛套52与拦石柱51之间固定连接有支撑杆13,支撑杆13位于拦石柱51远离滑移柱4的一端,其中,支撑杆13的两端均一体成型有卡接块14,拦石格栅筛套52和拦石柱51上均采用螺栓固定连接有卡接框15,卡接框15与卡接块14插接配合,且卡接框15的竖截面呈凸字形;通过卡接块14与卡接框15相配合,使得支撑杆13可拆卸连接在拦石格栅筛套52和拦石柱51上,便于对拦石格栅筛套52或者拦石柱51进行更换;再通过支撑杆13能够对拦石柱51远离滑移柱4的一端进行支撑,以增加拦石柱51固定在滑移柱4上的稳定性,从而提高拦石柱51对泥石流至石块的拦截效果。Referring to Figures 1 and 2, in order to improve the interception effect of the stone blocking pillars 51 on stones in the debris flow, a support rod 13 is fixedly connected between the stone blocking grid screen sleeve 52 and the stone blocking pillar 51. The support rod 13 is located away from the stone blocking pillar 51 and away from the slide. One end of the moving column 4, in which both ends of the support rod 13 are integrally formed with snap-in blocks 14, and the stone-blocking grid screen sleeve 52 and the stone-blocking column 51 are connected with a clip-on frame 15 using bolts. The clip-on frame 15 It is plug-fitted with the snap-in block 14, and the vertical section of the snap-in frame 15 is convex; by the snap-in block 14 mating with the snap-in frame 15, the support rod 13 can be detachably connected to the stone barrier screen sleeve 52 and the snap-in frame 15. On the stone blocking column 51, it is convenient to replace the stone blocking grid screen cover 52 or the stone blocking column 51; and then the end of the stone blocking column 51 away from the sliding column 4 can be supported through the support rod 13 to increase the fixation of the stone blocking column 51 on the sliding column. The stability of the pillar 4 is improved, thereby improving the blocking effect of the stone blocking pillar 51 on the debris flow to the rocks.

参照图2和图3,为了对损坏的拦石柱51进行更换,滑移柱4的一端固定连接有安装块7,拦石柱51的侧面开设有安装槽8,安装槽8与安装块7插接配合;滑移柱4上设置有用于将安装块7限制在安装槽8内的限制组件9。其中,安装块7呈长方体形状,且安装块7与滑移柱4一体成型;安装槽8可以在制作拦石柱51时进行预留;通过安装块7与安装槽8相配合,将拦石柱51可拆卸的固定在滑移柱4上,当拦石柱51在石块和巨砾的冲击下出现损坏时,便于对拦石柱51进行更换;再经限制组件9将安装块7限制在安装槽8内,以使得拦石柱51在滑移柱4上固定的更稳固,从而提高拦石柱51与滑移柱4之间的连接强度,以提高拦石柱51对泥石流中石块和巨砾的拦截效果。Referring to Figures 2 and 3, in order to replace the damaged stone blocking column 51, one end of the sliding column 4 is fixedly connected with a mounting block 7, and a mounting slot 8 is provided on the side of the stone blocking column 51. The mounting slot 8 is plugged into the mounting block 7. Cooperation; The sliding column 4 is provided with a limiting component 9 for limiting the mounting block 7 in the mounting slot 8 . Among them, the installation block 7 is in the shape of a rectangular parallelepiped, and the installation block 7 and the sliding column 4 are integrally formed; the installation slot 8 can be reserved when making the stone blocking column 51; by matching the installation block 7 with the installation groove 8, the stone blocking column 51 It is detachably fixed on the sliding column 4. When the stone blocking column 51 is damaged under the impact of stones and boulders, it is convenient to replace the stone blocking column 51; and then the installation block 7 is restricted to the installation slot 8 through the limiting assembly 9 within, so that the stone blocking pillar 51 is fixed more firmly on the sliding column 4, thereby improving the connection strength between the stone blocking pillar 51 and the sliding column 4, so as to improve the blocking effect of the stone blocking pillar 51 on stones and boulders in the debris flow. .

参照图2和图3,为了更好的对拦石柱51进行拆装,限制组件9包括第一限制块91和第一限制槽92,安装块7的侧面开设有第一滑槽93,第一滑槽93与第一限制块91滑移配合,第一限制槽92开设于安装槽8的槽壁,且第一限制槽92与第一限制块91的端部插接配合;第一滑槽93内安装有第一卡接弹簧94,第一卡接弹簧94的一端固定于第一滑槽93的槽壁上,第一卡接弹簧94的另一端固定于第一限制块91上。通过第一卡接弹簧94可以让第一限制块91的端部凸出于安装块7的侧面,以使得第一限制块91的端部插入第一限制槽92内,从而将安装块7限制在安装槽8内。Referring to Figures 2 and 3, in order to better disassemble and assemble the stone blocking pillar 51, the limiting assembly 9 includes a first limiting block 91 and a first limiting groove 92. A first chute 93 is provided on the side of the mounting block 7. The slide groove 93 is slidably matched with the first limiting block 91, the first limiting groove 92 is opened in the wall of the mounting groove 8, and the first limiting groove 92 is plug-fitted with the end of the first limiting block 91; the first sliding groove 93 is slidably matched with the first limiting block 91. A first snap spring 94 is installed in the first chute 93 . One end of the first snap spring 94 is fixed on the groove wall of the first chute 93 , and the other end of the first snap spring 94 is fixed on the first limiting block 91 . The end of the first restricting block 91 can be protruded from the side of the mounting block 7 through the first snap spring 94, so that the end of the first restricting block 91 can be inserted into the first restricting groove 92, thereby restricting the mounting block 7. in the mounting slot 8.

需要说明的是,安装块7的相对两侧面均开设有第一滑槽93,即第一限制块91有两个,则安装槽8的槽壁上也有两个相对应的第一限制槽92。在本实施例中,安装块7内的第一卡接弹簧94有一个,且第一卡接弹簧94的两端分别固定在第一限制块91上。It should be noted that first slide grooves 93 are provided on opposite sides of the mounting block 7 , that is, there are two first limiting blocks 91 , and there are also two corresponding first limiting grooves 92 on the wall of the mounting groove 8 . . In this embodiment, there is one first snap spring 94 in the installation block 7 , and both ends of the first snap spring 94 are respectively fixed on the first limiting block 91 .

参照图2和图3,为了更好的对拦石柱51进行拆装,滑移柱4内开设有第一滑移孔10,第一滑移孔10与第一滑槽93相连通,第一滑移孔10内滑移连接有第一拉绳11;滑移柱4内转动连接有绕线轮12,第一拉绳11的一端固定于第一限制块91上,第一拉绳11的另一端缠绕于绕线轮12上。其中,第一限制块91远离第一拉绳11的端面为倾斜面,绕线轮12的转轴上固定连接有旋钮26,旋钮26位于滑移柱4外。通过转动旋钮26将使得第一限制块91的端部缩入第一滑槽93内,以使得安装块7能够从拦石柱51的安装槽8内拨出,从而便于对拦石柱51进行更换。Referring to Figures 2 and 3, in order to better disassemble and assemble the stone blocking column 51, a first sliding hole 10 is provided in the sliding column 4, and the first sliding hole 10 is connected with the first sliding groove 93. The first pull rope 11 is slidably connected in the sliding hole 10; the reel 12 is rotatably connected in the sliding column 4. One end of the first pull rope 11 is fixed on the first limiting block 91. The other end is wound around the reel 12 . Among them, the end surface of the first limiting block 91 away from the first pull rope 11 is an inclined surface. The rotating shaft of the reel 12 is fixedly connected with a knob 26 , and the knob 26 is located outside the sliding column 4 . By turning the knob 26, the end of the first limiting block 91 is retracted into the first chute 93, so that the mounting block 7 can be pulled out from the mounting groove 8 of the stone blocking column 51, thereby facilitating the replacement of the stone blocking column 51.

参照图2和图3,为了更好的对拦石格栅筛套52进行拆装,拦石格栅筛套52的底端一体成型有固定座19,固定座19的下表面与滑移柱4相适配,即固定座19的下表面为半圆弧面。滑移柱4的侧面开设有第二滑槽22,第二滑槽22内滑移连接有第二限制块20;固定座19的内侧面开设有第二限制槽21,且第二限制槽21与第二限制块20的端部插接配合;第二滑槽22内安装有第二卡接弹簧23,第二卡接弹簧23的一端固定于第二滑槽22的槽壁上,第二卡接弹簧23的另一端固定于第二限制块20上。通过第二卡接弹簧23可以让第二限制块20的端部凸出于滑移柱4的侧面,以使得第二限制块20的端部插入第二限制槽21内,从而将固定座19固定在滑移柱4内。Referring to Figures 2 and 3, in order to better disassemble and assemble the stone barrier screen cover 52, the bottom end of the stone barrier screen cover 52 is integrally formed with a fixed seat 19, and the lower surface of the fixed seat 19 is in contact with the sliding column. 4, that is, the lower surface of the fixed seat 19 is a semicircular arc surface. A second chute 22 is provided on the side of the sliding column 4, and a second limiting block 20 is slidably connected in the second chute 22; a second limiting groove 21 is formed on the inner side of the fixed base 19, and the second limiting groove 21 It is plug-fitted with the end of the second limiting block 20; a second snap spring 23 is installed in the second chute 22, and one end of the second snap spring 23 is fixed on the wall of the second chute 22. The other end of the snap spring 23 is fixed on the second limiting block 20 . The second latching spring 23 allows the end of the second limiting block 20 to protrude from the side of the sliding column 4 , so that the end of the second limiting block 20 is inserted into the second limiting groove 21 , thereby locking the fixed seat 19 Fixed in the sliding column 4.

需要说明的是,滑移柱4上的第二滑槽22有两个,即第二限制块20有两个,则固定座19上也有两个相对应的第二限制槽21。在本实施例中,滑移柱4内的第二卡接弹簧23有一个,且第二卡接弹簧23的两端分别固定在第二限制块20上。It should be noted that there are two second slide grooves 22 on the sliding column 4, that is, there are two second limiting blocks 20, and the fixed base 19 also has two corresponding second limiting grooves 21. In this embodiment, there is one second clamping spring 23 in the sliding column 4 , and both ends of the second clamping spring 23 are respectively fixed on the second limiting block 20 .

参照图2和图3,为了更好的对拦石格栅筛套52进行拆装,滑移柱4内开设有第二滑移孔24,第二滑移孔24与第二滑槽22相连通,第二滑移孔24内滑移连接有第二拉绳25;第二拉绳25的一端固定于第二限制块20上,第二拉绳25的另一端缠绕于绕线轮12上,即同一个滑移柱4上的第一限制块91和第二限制块20采用一个绕线轮12驱使其移动。其中,第二限制块20远离第二拉绳25的端面为倾斜面;通过转动旋钮26将使得第二限制块20的端部缩入第二滑槽22内,以使得固定座19能够从滑移柱4上拆卸下来,从而便于对拦石格栅筛套52进行更换。Referring to Figures 2 and 3, in order to better disassemble and assemble the stone barrier screen cover 52, a second sliding hole 24 is provided in the sliding column 4, and the second sliding hole 24 is connected to the second chute 22. Through, a second pull cord 25 is slidably connected in the second sliding hole 24; one end of the second pull cord 25 is fixed on the second limiting block 20, and the other end of the second pull cord 25 is wound around the winding wheel 12. , that is, the first limiting block 91 and the second limiting block 20 on the same sliding column 4 use a reel 12 to drive them to move. The end surface of the second limiting block 20 away from the second pull cord 25 is an inclined surface; by rotating the knob 26, the end of the second limiting block 20 will be retracted into the second slide groove 22, so that the fixed base 19 can be moved from the slide. The moving column 4 can be disassembled to facilitate the replacement of the rock grating screen sleeve 52.

参照图1和图4,为了减小泥石流对坝本体1正面的冲击力,滑移柱4与滑移槽3的槽底之间设置有缓冲件6,其中,缓冲件6采用缓冲弹簧,缓冲弹簧的一端固定连接在滑移柱4的端部,缓冲弹簧的另一端固定连接在滑移槽3的槽底;通过缓冲弹簧能够减小滑移柱4和拦石机构5水平移动的幅度,从而减小泥石流对坝本体1正面的冲击力,有效延长拦挡结构的使用寿命。Referring to Figures 1 and 4, in order to reduce the impact of debris flow on the front of the dam body 1, a buffer 6 is provided between the sliding column 4 and the bottom of the sliding groove 3. The buffer 6 uses a buffer spring. One end of the spring is fixedly connected to the end of the sliding column 4, and the other end of the buffer spring is fixedly connected to the bottom of the sliding groove 3; the buffer spring can reduce the horizontal movement amplitude of the sliding column 4 and the stone blocking mechanism 5, Thereby, the impact force of the debris flow on the front of the dam body 1 is reduced, and the service life of the blocking structure is effectively extended.

参照图1和图4,为了减少泄流孔2被泥沙堵塞,泄流孔2内转动连接有清理环16,清理环16上周向设置有多个清洁杆17,多个清洁杆17分别与泄流孔2的孔壁相抵接;坝本体1内安装有用于将滑移柱4水平移动转换成清理环16旋转的联动组件18。泥石流对拦石机构5的冲击力将使得滑移柱4在滑移槽3内水平移动,以驱使清理环16旋转,清理环16的旋转将带动着清洁杆17旋转,从而对泄流孔2内堵塞的泥沙进行搅动,以便于泄流孔2更好的将泥石流中的水沙导引到坝本体1外侧坡地上,从而便于清理坝本体1内的泥沙。即将泥石流对拦石机构5的冲击力转换成对泄流孔2内泥沙清理的动力,能够有效延长拦挡结构的使用寿命。Referring to Figures 1 and 4, in order to reduce the drainage hole 2 from being blocked by sediment, a cleaning ring 16 is rotatably connected to the drainage hole 2. The cleaning ring 16 is provided with a plurality of cleaning rods 17 in the circumferential direction. The plurality of cleaning rods 17 are respectively It is in contact with the hole wall of the discharge hole 2; a linkage assembly 18 for converting the horizontal movement of the sliding column 4 into the rotation of the cleaning ring 16 is installed in the dam body 1. The impact of the debris flow on the rock-blocking mechanism 5 will cause the sliding column 4 to move horizontally in the sliding groove 3 to drive the cleaning ring 16 to rotate. The rotation of the cleaning ring 16 will drive the cleaning rod 17 to rotate, thereby affecting the discharge hole 2 The sediment blocked inside is stirred, so that the discharge hole 2 can better guide the water and sand in the debris flow to the slope outside the dam body 1, so as to facilitate the cleaning of the sediment inside the dam body 1. That is, the impact force of the debris flow on the rock blocking mechanism 5 is converted into the power for cleaning the sediment in the discharge hole 2, which can effectively extend the service life of the blocking structure.

参照图1和图4,为了对多个泄流孔2内的泥沙同时进行清理,联动组件18包括齿轮181、齿条182、蜗轮183和蜗杆184,坝本体1内转动连接有驱动杆185,驱动杆185与滑移柱4相互垂直;齿条182固定连接于滑移柱4上,且齿条182沿滑移柱4的长度方向设置;齿轮181固定连接于驱动杆185上,且齿轮181与齿条182相啮合;蜗轮183套设于清理环16的外壁上,蜗杆184固定连接于驱动杆185上,且蜗杆184与蜗轮183相啮合。其中,齿轮181和蜗杆184均采用键连接的方式固定在驱动杆185上,一个驱动杆185上固定有三个齿轮181和两个蜗杆184。Referring to Figures 1 and 4, in order to clean the sediment in multiple discharge holes 2 at the same time, the linkage assembly 18 includes a gear 181, a rack 182, a worm gear 183 and a worm 184, and a driving rod 185 is rotatably connected to the dam body 1 , the driving rod 185 and the sliding column 4 are perpendicular to each other; the rack 182 is fixedly connected to the sliding column 4, and the rack 182 is arranged along the length direction of the sliding column 4; the gear 181 is fixedly connected to the driving rod 185, and the gear 181 meshes with the rack 182; the worm gear 183 is sleeved on the outer wall of the cleaning ring 16, the worm 184 is fixedly connected to the driving rod 185, and the worm 184 meshes with the worm gear 183. Among them, the gear 181 and the worm 184 are both fixed on the driving rod 185 by key connection. Three gears 181 and two worms 184 are fixed on one driving rod 185 .

需要说明的是,通过滑移柱4在滑移槽3内水平移动,以驱使齿条182水平移动,从而驱使齿轮181进行旋转;齿轮181的旋转将转动着驱动杆185和蜗杆184一起转动,蜗杆184带动蜗轮183转动,蜗轮183将带动着清理环16和清洁杆17转动,从而对多个泄流孔2内的泥沙同时进行清理。It should be noted that the sliding column 4 moves horizontally in the sliding groove 3 to drive the rack 182 to move horizontally, thereby driving the gear 181 to rotate; the rotation of the gear 181 will rotate the driving rod 185 and the worm 184 together, The worm 184 drives the worm gear 183 to rotate, and the worm gear 183 drives the cleaning ring 16 and the cleaning rod 17 to rotate, thereby cleaning the sediment in the multiple leak holes 2 at the same time.

本申请实施例一种用于泥石流灾害治理的拦挡结构的实施原理为:泄流孔2能够将泥石流中的水导引到坝本体1外侧坡地上,以减小泥石流携带的能量对坝本体1造成的冲击;再经拦石机构5可以阻拦泥石流中的石块和巨砾,便于减缓泥石流的流速。滑移柱4与滑移槽3相配合,使得滑移柱4上的拦石机构5能够靠近或者远离坝本体1,便于泥石流中石块和巨砾对拦石机构5的冲击力转换成滑移柱4和拦石机构5移动的动力,再经缓冲件6能够减小滑移柱4和拦石机构5水平移动的幅度,从而减小泥石流对坝本体1正面的冲击力,有效延长拦挡结构的使用寿命。The implementation principle of a blocking structure for debris flow disaster control in the embodiment of the present application is: the discharge hole 2 can guide the water in the debris flow to the outer slope of the dam body 1 to reduce the impact of the energy carried by the debris flow on the dam body 1 The impact caused by the rock-blocking mechanism 5 can block the stones and boulders in the debris flow, so as to slow down the flow rate of the debris flow. The sliding column 4 cooperates with the sliding groove 3 so that the rock blocking mechanism 5 on the sliding column 4 can be close to or away from the dam body 1, which facilitates the conversion of the impact force of stones and boulders on the rock blocking mechanism 5 in the debris flow into sliding The moving power of the moving column 4 and the rock blocking mechanism 5 can be reduced by the buffer 6 to reduce the horizontal movement range of the sliding column 4 and the rock blocking mechanism 5, thereby reducing the impact of the debris flow on the front of the dam body 1 and effectively extending the blocking The service life of the structure.

以上均为本申请的较佳实施例,并非依此限制本申请的保护范围,本说明书(包括摘要和附图)中公开的任一特征,除非特别叙述,均可被其他等效或者具有类似目的的替代特征加以替换。故:凡依本申请的结构、形状、原理所做的等效变化,均应涵盖于本申请的保护范围之内。The above are all preferred embodiments of the present application, and are not intended to limit the scope of protection of the present application. Any feature disclosed in this specification (including the abstract and the drawings), unless specifically stated, can be replaced by other equivalent or similar features. Replace it with the alternative characteristics of the purpose. Therefore: all equivalent changes made based on the structure, shape, and principle of this application should be covered by the protection scope of this application.

Claims (8)

1. The utility model provides a block structure for mud-rock flow disaster management, includes dam body (1), be close to mud-rock flow on dam body (1) and come to one side and set up drain hole (2) that are arranged in the discharge mud-rock flow, its characterized in that, a plurality of sliding grooves (3) along horizontal evenly distributed are seted up to one side that dam body (1) is close to mud-rock flow come to, sliding connection has slip post (4) in sliding groove (3), the one end that is located outside sliding groove (3) on sliding post (4) is provided with block stone mechanism (5) that are used for intercepting the barren rock; a buffer piece (6) is arranged between the sliding column (4) and the bottom of the sliding groove (3); the cleaning device is characterized in that the drain hole (2) is rotationally connected with a cleaning ring (16), and a plurality of cleaning rods (17) which are abutted against the wall of the drain hole (2) are circumferentially arranged on the cleaning ring (16); a linkage assembly (18) for converting the horizontal movement of the sliding column (4) into the rotation of the cleaning ring (16) is arranged in the dam body (1).
2. The blocking structure for debris flow disaster management according to claim 1, wherein the stone blocking mechanism (5) comprises a stone blocking column (51), one end, far away from the buffer member (6), of the sliding column (4) is fixedly connected with a mounting block (7), a mounting groove (8) which is in plug-in fit with the mounting block (7) is formed in the side face of the stone blocking column (51), and a limiting assembly (9) for limiting the mounting block (7) in the mounting groove (8) is arranged on the sliding column (4).
3. The blocking structure for debris flow disaster management according to claim 2, wherein the limiting assembly (9) comprises a first limiting block (91) and a first limiting groove (92), a first sliding groove (93) for sliding the first limiting block (91) is formed in the side face of the mounting block (7), the first limiting groove (92) is formed in the groove wall of the mounting groove (8), and the first limiting groove (92) is in plug-in fit with the end part of the first limiting block (91); the sliding groove (3) is internally provided with a first clamping spring (94), one end of the first clamping spring (94) is fixed on the groove wall of the first sliding groove (93), and the other end of the first clamping spring (94) is fixed on the first limiting block (91).
4. The blocking structure for debris flow disaster management according to claim 3, wherein a first sliding hole (10) communicated with a first sliding groove (93) is formed in the sliding column (4), and a first pull rope (11) is slidably connected in the first sliding hole (10); the sliding column (4) is rotationally connected with a reel (12), one end of the first stay cord (11) is fixed on the first limiting block (91), and the other end of the first stay cord (11) is wound on the reel (12).
5. The blocking structure for debris flow disaster management according to claim 2, wherein said stone blocking mechanism (5) further comprises a stone blocking grid sleeve (52), said stone blocking grid sleeve (52) is fixedly connected to the sliding column (4), and said stone blocking grid sleeve (52) is located between the stone blocking column (51) and the dam body (1).
6. The blocking structure for debris flow disaster management according to claim 5, wherein a supporting rod (13) is fixedly connected between the stone blocking grid sleeve (52) and the stone blocking column (51), and the supporting rod (13) is located at one end of the stone blocking column (51) far away from the sliding column (4).
7. The blocking structure for debris flow disaster management according to claim 6, wherein two ends of the supporting rod (13) are fixedly connected with clamping blocks (14), and clamping frames (15) which are in plug-in fit with the clamping blocks (14) are fixedly connected to the stone blocking grid sleeve (52) and the stone blocking column (51).
8. The blocking structure for debris flow disaster management according to claim 1, wherein said linkage assembly (18) comprises a gear (181), a rack (182), a worm wheel (183) and a worm (184), said dam body (1) is rotatably connected with a driving rod (185), said driving rod (185) is mutually perpendicular to said sliding column (4); the rack (182) is fixedly connected to the sliding column (4), and the rack (182) is arranged along the length direction of the sliding column (4); the gear (181) is fixedly connected to the driving rod (185), and the gear (181) is meshed with the rack (182); the worm gear (183) is sleeved on the outer wall of the cleaning ring (16), the worm (184) is fixedly connected to the driving rod (185), and the worm (184) is meshed with the worm gear (183).
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Denomination of invention: Barrier structure for debris flow disaster control

Granted publication date: 20231114

Pledgee: Chengdu Bank Co.,Ltd. Shawan Branch

Pledgor: Sichuan Southwest Dadi Group Co.,Ltd.

Registration number: Y2024980051195