CN219671229U - Water conservancy slope protection structure - Google Patents
Water conservancy slope protection structure Download PDFInfo
- Publication number
- CN219671229U CN219671229U CN202320665336.4U CN202320665336U CN219671229U CN 219671229 U CN219671229 U CN 219671229U CN 202320665336 U CN202320665336 U CN 202320665336U CN 219671229 U CN219671229 U CN 219671229U
- Authority
- CN
- China
- Prior art keywords
- impact
- slope protection
- layer
- water conservancy
- protection structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 32
- 238000011010 flushing procedure Methods 0.000 claims abstract 3
- 230000008030 elimination Effects 0.000 abstract 1
- 238000003379 elimination reaction Methods 0.000 abstract 1
- 230000001681 protective effect Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000003139 buffering effect Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000013475 authorization Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
Description
技术领域Technical field
本实用新型涉及水利相关技术领域，具体为一种水利护坡结构。The utility model relates to the technical field related to water conservancy, and is specifically a water conservancy slope protection structure.
背景技术Background technique
水利工程是用于控制和调配自然界的地表水和地下水，达到除害兴利目的而修建的工程，也称为水工程，水利工程在施工的过程中，需要使用到护坡结构对水利工程进行防护，从而降低水流的冲击；Water conservancy projects are projects built to control and allocate surface water and groundwater in nature to eliminate harm and create benefits. They are also called water projects. During the construction process of water conservancy projects, slope protection structures need to be used to protect the water conservancy projects. , thereby reducing the impact of water flow;
中国专利授权公开号为CN213740873U的一种水利施工护坡结构，包括护坡支架、防护槽、配重组件、防护组件、支撑底座和定位组件，所述护坡支架前端的端面中央开设有防护槽，所述防护槽的端面插接安装有若干个配重组件，所述防护槽的外侧设置有防护组件，所述护坡支架的底部端面固定安装有支撑底座，所述护坡支架的背部端面固定安装有定位组件；所述安装背板通过焊接固定安装在护坡支架的背部端面，所述安装背板的端面两侧均通过焊接固定安装有若干对支撑顶板；该水利施工护坡结构，结构简单，整体结构牢固；在使用时，能够具有稳定的挡水护坡效果；同时，安装方便简单，能够提高整体结构的连接紧固性，使得护坡的防护效果大大提高；A slope protection structure for water conservancy construction with Chinese patent authorization publication number CN213740873U, including a slope protection bracket, a protective groove, a counterweight component, a protective component, a support base and a positioning component. A protective groove is provided in the center of the end face of the front end of the slope protection bracket. A number of counterweight assemblies are plugged and installed on the end face of the protective groove. A protective assembly is provided on the outside of the protective groove. A support base is fixedly installed on the bottom end face of the slope protection bracket. A positioning assembly is fixedly installed on the back end face of the slope protection bracket. ; The installation back plate is fixedly installed on the back end face of the slope protection bracket through welding, and several pairs of supporting top plates are fixed and installed on both sides of the end face of the installation back plate through welding; This water conservancy construction slope protection structure has a simple structure and a solid overall structure; When in use, it can have a stable water-retaining and slope-protecting effect; at the same time, it is easy and simple to install, which can improve the connection tightness of the overall structure, greatly improving the slope protection effect;
大部分现有技术方案仍存在以下缺陷：难以对浪涌具有的动能进行缓冲消除，容易对护坡造成较大冲击，影响护坡寿命，因此，本实用新型提供一种水利护坡结构，以解决上述提出的问题。Most of the existing technical solutions still have the following defects: it is difficult to buffer and eliminate the kinetic energy of the surge, and it is easy to cause a large impact on the slope protection, affecting the life of the slope protection. Therefore, the present utility model provides a water conservancy slope protection structure to solve the above problems. The problem.
实用新型内容Utility model content
本实用新型的目的在于提供一种水利护坡结构，以解决上述背景技术中提出的难以对浪涌具有的动能进行缓冲消除，容易对护坡造成较大冲击，影响护坡寿命的问题。The purpose of this utility model is to provide a water conservancy slope protection structure to solve the problems raised in the above background technology that it is difficult to buffer and eliminate the kinetic energy of surges, and it is easy to cause a large impact on the slope protection and affect the life of the slope protection.
为实现上述目的，本实用新型提供如下技术方案：一种水利护坡结构，包括：In order to achieve the above purpose, the utility model provides the following technical solution: a water conservancy slope protection structure, including:
护坡底层，其内侧安装有固定杆，且固定杆的外侧设置有衔接块，所述衔接块的右端固定有冲击层，且冲击层的内部开设有导水孔，所述冲击层的右侧安装有引导块，且引导块的下侧设置有位于冲击层内的冲击板，所述冲击层的右下侧安装有首冲板，所述冲击层的右内侧开设有反冲槽；The bottom layer of slope protection has a fixed rod installed on the inside, and a connecting block is installed on the outside of the fixed rod. An impact layer is fixed on the right end of the connecting block, and a water conduction hole is provided inside the impact layer. The right side of the impact layer is installed There is a guide block, and the lower side of the guide block is provided with an impact plate located in the impact layer, a first punch plate is installed on the lower right side of the impact layer, and a backlash groove is provided on the right inner side of the impact layer;
安装座，其安装于冲击板的左下侧，且冲击板的内侧开设有排水孔，所述冲击板的右端安装有缓冲块，且缓冲块的内侧开设有缓释孔，所述冲击板的左下侧安装有阻尼器；The mounting base is installed on the lower left side of the impact plate, and a drainage hole is provided on the inner side of the impact plate. A buffer block is installed on the right end of the impact plate, and a slow-release hole is provided on the inner side of the buffer block. The lower left side of the impact plate Dampers are installed on the side;
固定板，其设置于安装座的下侧并固定于冲击层上。The fixing plate is arranged on the lower side of the mounting base and fixed on the impact layer.
优选的，所述衔接块通过弹簧与护坡底层构成弹性连接，且固定杆在衔接块内呈等间距设置，并且衔接块在冲击层的左下侧呈等间距设置。Preferably, the connecting block is elastically connected to the bottom layer of the slope protection through springs, and the fixed rods are arranged at equal intervals in the connecting block, and the connecting blocks are arranged at equal intervals on the lower left side of the impact layer.
优选的，所述导水孔在冲击层的内侧呈等间距设置，且导水孔与衔接块呈对应设置。Preferably, the water-conducting holes are arranged at equal intervals inside the impact layer, and the water-conducting holes and the connecting blocks are arranged correspondingly.
优选的，所述固定板在反冲槽内呈等间距设置，且固定板从上到下为由大到小排列。Preferably, the fixed plates are arranged at equal intervals in the recoil groove, and the fixed plates are arranged from large to small from top to bottom.
优选的，所述缓冲块在冲击板右侧呈等间距设置，且缓冲块的纵截面呈梯形。Preferably, the buffer blocks are arranged at equal intervals on the right side of the impact plate, and the longitudinal section of the buffer blocks is trapezoidal.
优选的，所述排水孔呈倾斜设置，且排水孔与缓冲块呈一一对应设置。Preferably, the drainage holes are arranged at an angle, and the drainage holes and the buffer blocks are arranged in one-to-one correspondence.
优选的，所述缓冲块的内侧等间距开设有缓释孔，且缓释孔的上侧开口直径尺寸大于缓释孔的下侧开口直径尺寸。Preferably, slow-release holes are provided at equal intervals on the inside of the buffer block, and the diameter of the upper opening of the slow-release holes is larger than the diameter of the lower opening of the slow-release holes.
优选的，所述冲击板与安装座和阻尼器的上端均构成转动连接，且阻尼器与冲击层为滑动连接。Preferably, the impact plate is rotatably connected to the mounting base and the upper end of the damper, and the damper is slidingly connected to the impact layer.
优选的，所述反冲槽的上下两端均呈弧形设置。Preferably, the upper and lower ends of the recoil groove are arranged in an arc shape.
与现有技术相比，本实用新型的有益效果是：该水利护坡结构，能够对浪涌具有的动能进行缓冲消除，避免对护坡造成较大冲击，且能够利用浪涌自身动能进行反冲；Compared with the existing technology, the beneficial effects of the present utility model are: the water conservancy slope protection structure can buffer and eliminate the kinetic energy of the surge, avoid causing a large impact on the slope protection, and can use the kinetic energy of the surge itself for recoil;
1、通过衔接块利用弹簧与护坡底层构成弹性连接和固定杆在衔接块内呈等间距设置，以及衔接块在冲击层的左下侧呈等间距设置，使得浪涌在对冲击层进行冲击时，能够使冲击层先向上移动进行一定的缓冲，避免对护坡造成较大冲击；1. The connecting block uses springs to form an elastic connection with the bottom layer of the slope protection. The fixed rods are arranged at equal intervals in the connecting block, and the connecting blocks are arranged at equal intervals on the lower left side of the impact layer, so that when the surge impacts the impact layer, It can make the impact layer move upward first to provide a certain amount of buffering to avoid causing a large impact on the slope protection;
2、通过反冲槽的上下两端均呈弧形设置和引导块的配合，能够使浪涌进入反冲槽内后，进行反冲，同时通过排水孔呈倾斜设置，且排水孔与缓冲块呈一一对应设置以进一步消耗浪涌所具有的动能；2. Through the arc-shaped arrangement of the upper and lower ends of the recoil tank and the cooperation of the guide block, the surge can be recoiled after entering the recoil tank. At the same time, the drainage hole is arranged in an inclined manner, and the drainage hole is in contact with the buffer block. Set up in one-to-one correspondence to further consume the kinetic energy of the surge;
3、通过缓冲块的内侧等间距开设有缓释孔和缓释孔的上侧开口直径尺寸大于缓释孔的下侧开口直径尺寸，使得浪涌在冲击缓冲块时，能够将浪涌具有的冲击进行一定的缓释，且冲击板与安装座和阻尼器的上端均构成转动连接和阻尼器与冲击层为滑动连接，能够改变冲击板在受冲击时的角度，从而减少浪涌上岸的可能。3. There are slow-release holes at equal intervals on the inside of the buffer block and the diameter of the upper opening of the slow-release hole is larger than the diameter of the lower opening of the slow-release hole, so that when the surge hits the buffer block, the impact of the surge can be reduced. The impact is relieved to a certain extent, and the impact plate, the mounting base and the upper end of the damper all form a rotational connection, and the damper and the impact layer are slidingly connected, which can change the angle of the impact plate when it is impacted, thereby reducing the possibility of surges ashore. .
附图说明Description of drawings
图1为本实用新型正视剖面结构示意图；Figure 1 is a schematic diagram of the front cross-sectional structure of the utility model;
图2为本实用新型固定杆与衔接块连接俯视结构示意图；Figure 2 is a schematic structural diagram of the connection between the fixing rod and the connection block of the present utility model;
图3为本实用新型图1中A处放大结构示意图；Figure 3 is an enlarged structural schematic diagram of position A in Figure 1 of the present utility model;
图4为本实用新型图1中B处放大结构示意图。Figure 4 is an enlarged structural schematic diagram of B in Figure 1 of the present invention.
图中：1、护坡底层；2、固定杆；3、衔接块；4、冲击层；5、导水孔；6、反冲槽；7、引导块；8、冲击板；9、缓冲块；10、缓释孔；11、首冲板；12、固定板；13、安装座；14、排水孔；15、阻尼器。In the picture: 1. Bottom layer of slope protection; 2. Fixed rod; 3. Connecting block; 4. Impact layer; 5. Water guide hole; 6. Recoil groove; 7. Guide block; 8. Impact plate; 9. Buffer block; 10. Slow release hole; 11. First punch plate; 12. Fixing plate; 13. Mounting base; 14. Drainage hole; 15. Damper.
具体实施方式Detailed ways
下面将结合本实用新型实施例中的附图，对本实用新型实施例中的技术方案进行清楚、完整地描述，显然，所描述的实施例仅仅是本实用新型一部分实施例，而不是全部的实施例。基于本实用新型中的实施例，本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例，都属于本实用新型保护的范围。The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only part of the embodiments of the present utility model, not all implementations. example. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the scope of protection of the present utility model.
请参阅图1-4，本实用新型提供一种技术方案：一种水利护坡结构，包括护坡底层1内侧安装有固定杆2，且固定杆2的外侧设置有衔接块3，衔接块3的右端固定有冲击层4，且冲击层4的内部开设有导水孔5，冲击层4的右侧安装有引导块7，且引导块7的下侧设置有位于冲击层4内的冲击板8，冲击层4的右下侧安装有首冲板11，冲击层4的右内侧开设有反冲槽6，安装座13安装于冲击板8的左下侧，且冲击板8的内侧开设有排水孔14，冲击板8的右端安装有缓冲块9，且缓冲块9的内侧开设有缓释孔10，冲击板8的左下侧安装有阻尼器15，固定板12设置于安装座13的下侧并固定于冲击层4上；Please refer to Figures 1-4. The present utility model provides a technical solution: a water conservancy slope protection structure, including a fixed rod 2 installed on the inner side of the slope protection bottom layer 1, and a connecting block 3 installed on the outside of the fixed rod 2, and the right end of the connecting block 3 The impact layer 4 is fixed, and a water conduction hole 5 is provided inside the impact layer 4. A guide block 7 is installed on the right side of the impact layer 4, and an impact plate 8 located in the impact layer 4 is provided on the lower side of the guide block 7. A first punch plate 11 is installed on the lower right side of the impact layer 4, a recoil groove 6 is provided on the right inner side of the impact layer 4, the mounting base 13 is installed on the lower left side of the impact plate 8, and a drainage hole 14 is provided on the inner side of the impact plate 8. , a buffer block 9 is installed on the right end of the impact plate 8, and a slow-release hole 10 is provided on the inside of the buffer block 9. A damper 15 is installed on the lower left side of the impact plate 8, and a fixed plate 12 is provided on the lower side of the mounting base 13 and fixed. On the impact layer 4;
在使用该装置时，具体如图1和图2中，浪涌袭来时，先冲击首冲板11，通过衔接块3利用弹簧与护坡底层1构成弹性连接和固定杆2在衔接块3内呈等间距设置，以及衔接块3在冲击层4的左下侧呈等间距设置，使得冲击层4先向上移动进行缓冲，随后浪涌进入反冲槽6内，通过反冲槽6的上下两端均呈弧形设置和引导块7的配合，能够使浪涌进入反冲槽6内后，进行反冲，同时通过排水孔14呈倾斜设置，且排水孔14与缓冲块9呈一一对应设置以进一步消耗浪涌所具有的动能，同时如图3中，通过缓冲块9的内侧等间距开设有缓释孔10和缓释孔10的上侧开口直径尺寸大于缓释孔10的下侧开口直径尺寸，使得浪涌在冲击缓冲块9时，能够将浪涌具有的冲击进行一定的缓释，且如图4中，冲击板8与安装座13和阻尼器15的上端均构成转动连接和阻尼器15与冲击层4为滑动连接，能够改变冲击板8在受冲击时的角度，从而减少浪涌上岸的可能，且进入反冲槽6内的浪潮经过固定板12的进一步缓冲，减少对安装座13的冲击力。When using this device, as shown in Figures 1 and 2, when a surge strikes, it first impacts the first punch plate 11, and uses the spring to form an elastic connection with the slope protection bottom layer 1 through the connecting block 3 and the fixed rod 2 is in the connecting block 3 are arranged at equal intervals, and the connecting blocks 3 are arranged at equal intervals on the lower left side of the impact layer 4, so that the impact layer 4 first moves upward for buffering, and then the surge enters the recoil tank 6 and passes through the upper and lower ends of the recoil tank 6 Both are arranged in an arc shape and cooperate with the guide block 7, so that after the surge enters the recoil tank 6, it can be recoiled. At the same time, it is arranged obliquely through the drainage hole 14, and the drainage hole 14 and the buffer block 9 are arranged in a one-to-one correspondence. In order to further consume the kinetic energy of the surge, at the same time, as shown in Figure 3, slow-release holes 10 are equally spaced through the inner side of the buffer block 9 and the diameter of the upper opening of the slow-release hole 10 is larger than that of the lower opening of the slow-release hole 10. The diameter size enables the surge to cushion the impact of the surge to a certain extent when it impacts the buffer block 9. As shown in Figure 4, the impact plate 8, the mounting base 13 and the upper end of the damper 15 all form a rotational connection and The damper 15 is slidingly connected to the impact layer 4, which can change the angle of the impact plate 8 when it is impacted, thereby reducing the possibility of waves coming ashore, and the waves entering the recoil tank 6 are further buffered by the fixed plate 12, reducing the impact on the wave. The impact force of the mounting base 13.
本实用新型使用到的标准零件均可以从市场上购买，异形件根据说明书的和附图的记载均可以进行订制，各个零件的具体连接方式均采用现有技术中成熟的螺栓、铆钉、焊接等常规手段，机械、零件和设备均采用现有技术中，常规的型号，加上电路连接采用现有技术中常规的连接方式，在此不再详述，本说明书中未作详细描述的内容属于本领域专业技术人员公知的现有技术。The standard parts used in this utility model can be purchased from the market, and the special-shaped parts can be customized according to the instructions and drawings. The specific connection methods of each part are all mature bolts, rivets, and welding in the existing technology. The machinery, parts and equipment all adopt conventional models in the prior art, and the circuit connections adopt conventional connection methods in the prior art, which will not be described in detail here. Contents not described in detail in this manual It belongs to the prior art known to those skilled in the art.
尽管参照前述实施例对本实用新型进行了详细的说明，对于本领域的技术人员来说，其依然可以对前述各实施例所记载的技术方案进行修改，或者对其中部分技术特征进行等同替换，凡在本实用新型的精神和原则之内，所作的任何修改、等同替换、改进等，均应包含在本实用新型的保护范围之内。Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions recorded in the foregoing embodiments, or make equivalent substitutions for some of the technical features. Within the spirit and principles of the present utility model, any modifications, equivalent substitutions, improvements, etc. shall be included in the protection scope of the present utility model.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320665336.4U CN219671229U (en) | 2023-03-30 | 2023-03-30 | Water conservancy slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320665336.4U CN219671229U (en) | 2023-03-30 | 2023-03-30 | Water conservancy slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219671229U true CN219671229U (en) | 2023-09-12 |
Family
ID=87899676
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320665336.4U Expired - Fee Related CN219671229U (en) | 2023-03-30 | 2023-03-30 | Water conservancy slope protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219671229U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119913855A (en) * | 2025-02-28 | 2025-05-02 | 中国十七冶集团有限公司 | A river channel impact resistant dam protection structure and construction method |
-
2023
- 2023-03-30 CN CN202320665336.4U patent/CN219671229U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119913855A (en) * | 2025-02-28 | 2025-05-02 | 中国十七冶集团有限公司 | A river channel impact resistant dam protection structure and construction method |
| CN119913855B (en) * | 2025-02-28 | 2025-10-24 | 中国十七冶集团有限公司 | A river channel anti-impact dam protection structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN219671229U (en) | Water conservancy slope protection structure | |
| CN216973275U (en) | Flood bank for hydraulic engineering | |
| CN221525911U (en) | Noise reduction device for building drainage pipeline | |
| CN115014414A (en) | An environmental monitoring device and system | |
| CN209652866U (en) | A kind of waterproof dykes and dams improving anti-impact force | |
| CN109208555B (en) | A water flow energy dissipation device | |
| CN106400831A (en) | Prefabricated equipment foundation inertia block | |
| CN217841087U (en) | Safety protection type wire pole is used in town construction | |
| CN217954202U (en) | A water seepage test device for building exterior walls for building management | |
| CN212533702U (en) | Shock insulation bridge support | |
| CN210068894U (en) | Double-shaft gear linkage type speed reducer | |
| CN221568599U (en) | Tunnel drain pipe fixing device | |
| CN203706784U (en) | Shock absorption structure for transformer | |
| CN221723541U (en) | Water supply and drainage pipeline locating support | |
| CN221857408U (en) | An anti-vibration support for an electric fuel pump | |
| CN220249173U (en) | Hydraulic pipeline supporting device for hydraulic engineering | |
| CN219138028U (en) | Energy-saving anti-seismic building structure | |
| CN216618393U (en) | Power station control computer lab equipment shock attenuation mounting structure | |
| CN207419403U (en) | A kind of water conservancy flap gate | |
| CN223176684U (en) | Regulation formula buffering stop device | |
| CN221741809U (en) | Photovoltaic building waterproof engineering integrated device | |
| CN219457271U (en) | Protective device for transformer and oil-immersed transformer | |
| CN221057917U (en) | Switch board shock attenuation support | |
| CN221575201U (en) | Outer wall solar anti-disturbance mounting structure | |
| CN220550507U (en) | Dykes and dams maintenance device for water conservancy management |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20230912 |