CN217352321U - A kind of slope support structure for water conservancy engineering - Google Patents
A kind of slope support structure for water conservancy engineering Download PDFInfo
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- CN217352321U CN217352321U CN202220037551.5U CN202220037551U CN217352321U CN 217352321 U CN217352321 U CN 217352321U CN 202220037551 U CN202220037551 U CN 202220037551U CN 217352321 U CN217352321 U CN 217352321U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 34
- 239000002689 soil Substances 0.000 claims abstract description 81
- 239000000872 buffer Substances 0.000 claims abstract description 75
- 230000007246 mechanism Effects 0.000 claims abstract description 24
- 239000011435 rock Substances 0.000 claims abstract description 9
- 230000002787 reinforcement Effects 0.000 claims description 49
- 238000005260 corrosion Methods 0.000 claims description 14
- 238000000576 coating method Methods 0.000 claims description 9
- 239000011248 coating agent Substances 0.000 claims description 7
- 230000001681 protective effect Effects 0.000 claims description 7
- 230000007797 corrosion Effects 0.000 claims description 5
- 230000003647 oxidation Effects 0.000 claims description 4
- 238000007254 oxidation reaction Methods 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- 230000001737 promoting effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 241001464837 Viridiplantae Species 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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Abstract
Description
技术领域technical field
本实用新型涉及水利工程技术领域,具体的说,尤其涉及一种水利工程用坡体支撑结构。The utility model relates to the technical field of water conservancy projects, in particular to a slope body support structure for water conservancy projects.
背景技术Background technique
水利工程是指为了控制、调节和利用自然界的地面水和地下水,以达到除害兴利的目的而兴建的各种工程;护坡是为防止边坡受冲刷,在坡面上所做的各种铺砌和栽植,对坡体支撑时需要专门的坡体支撑结构进行支撑,支撑后对护坡进行保护。Water conservancy projects refer to various projects built for the purpose of controlling, regulating and utilizing the surface water and groundwater in nature to achieve the purpose of eliminating harm and benefiting; For paving and planting, a special slope support structure is required to support the slope body, and the slope protection is protected after support.
水利工程用护坡保护支撑结构采用的是为防止边坡受冲刷的按照全措施,防止由于长时间的水流冲刷而使河岸不断的坍塌,水利工程用护坡保护支撑结构对河岸具有一定的保护作用,但是目前市面上的水利工程用坡体支撑结构在雨水较大时不能对水流进行降速,水流打冲走土壤造成土壤缺失,土壤没有支撑点容易滑坡,因此,如何生产一种在雨水较大时减少水滑落的速度,对水进行缓冲,降低水冲击土壤,减少土壤流失,且又便于对土壤分层加固,对土壤进行支撑保护减少滑坡是目前水利工程技术领域中需要发展的一个重要方向。The slope protection support structure for water conservancy projects adopts all the measures to prevent the slope from being scoured, and prevents the river bank from collapsing continuously due to long-term water erosion. The slope protection support structure for water conservancy projects has a certain protective effect on the river bank. However, the current slope support structures for water conservancy projects on the market cannot slow down the water flow when the rain is heavy. The water flow washes away the soil and causes soil loss. The soil is prone to landslides without supporting points. At the same time, it can reduce the speed of water sliding, buffer the water, reduce the impact of water on the soil, reduce soil loss, and facilitate the layered reinforcement of the soil, support and protect the soil to reduce landslides. .
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工程用坡体支撑结构,以解决上述背景技术中提出的问题。The purpose of the present invention is to provide a slope body support structure for water conservancy projects to solve the problems raised in the above-mentioned background technology.
为实现上述目的,本实用新型提供如下技术方案:一种水利工程用坡体支撑结构,其中,包括岩石层、缓冲保护机构,所述岩石层上设置有坡体;所述坡体的后面设置有后支撑板;所述坡体的前面设置有第一土壤层;所述第一土壤层的前面设置有加固防护板;所述加固防护板上设置有加固支撑柱;所述加固支撑柱延伸贯穿第一土壤层与坡体固定在后支撑板内侧;所述加固防护板的面上开设有加固网孔;所述加固防护板的前面设置有第二土壤层;所述第二土壤层的前面设置有植被护板;所述缓冲保护机构贯穿植被护板延伸至第二土壤层内部;相邻两个所述缓冲保护机构的中间设置有植被层。In order to achieve the above purpose, the present utility model provides the following technical solutions: a slope body support structure for water conservancy projects, which includes a rock layer and a buffer protection mechanism, and a slope body is arranged on the rock layer; the back of the slope body is arranged There is a rear support plate; a first soil layer is arranged in front of the slope body; a reinforcement protection plate is arranged in front of the first soil layer; a reinforcement support column is arranged on the reinforcement protection plate; the reinforcement support column extends The first soil layer and the slope body are fixed on the inner side of the rear support plate; the surface of the reinforcement protection plate is provided with reinforcement mesh holes; the front of the reinforcement protection plate is provided with a second soil layer; A vegetation protection board is arranged in front; the buffer protection mechanism extends through the vegetation protection board to the inside of the second soil layer; a vegetation layer is arranged in the middle of two adjacent buffer protection mechanisms.
优选的,所述缓冲保护机构包括缓冲板、缓冲孔,所述缓冲板上设置有圆管;所述缓冲板的两侧均开设有多个缓冲孔;所述缓冲板底部设置有支撑管且所述支撑管为中空方管;所述支撑管的外侧设置有多个抓泥杆;所述缓冲保护机构设置有多排;所述缓冲保护机构的表面均喷涂有防腐涂层。Preferably, the buffer protection mechanism includes a buffer plate and a buffer hole, the buffer plate is provided with a circular tube; both sides of the buffer plate are provided with a plurality of buffer holes; the bottom of the buffer plate is provided with a support tube and The support pipe is a hollow square pipe; the outer side of the support pipe is provided with a plurality of mud grabbing rods; the buffer protection mechanism is provided with multiple rows; the surface of the buffer protection mechanism is sprayed with an anti-corrosion coating.
优选的,所述加固防护板为阶梯状;所述加固防护板上开设有多个大小均匀的加固网孔;所述第一土壤层与第二土壤层通过穿过加固网孔接触连在一起;所述加固防护板的表面均匀的喷涂有防腐涂层。Preferably, the reinforcement protection plate is stepped; the reinforcement protection plate is provided with a plurality of reinforcement mesh holes of uniform size; the first soil layer and the second soil layer are connected together by passing through the reinforcement mesh holes ; The surface of the reinforced protective plate is uniformly sprayed with an anti-corrosion coating.
优选的,所述加固支撑柱的表面均喷涂有防腐涂层;所述加固防护板的下方设置有多根加固支撑柱;所述加固支撑柱向下倾斜45度贯穿坡体与支撑板连接加固。Preferably, the surface of the reinforced support column is sprayed with an anti-corrosion coating; a plurality of reinforced support columns are arranged below the reinforced protective plate; the reinforced support column is inclined downward by 45 degrees through the slope body and the support plate to be connected and strengthened .
优选的,所述缓冲板的两侧为内凹弧形;所述缓冲板顶端为内凹弧形;所述缓冲板设置在植被护板上面;所述支撑管嵌入在植被护板与第二土壤层的内部;所述缓冲板为光滑的耐腐蚀耐氧化板。Preferably, both sides of the buffer plate are concave arcs; the top of the buffer plate is concave arcs; the buffer plates are arranged on the vegetation cover; the support pipe is embedded in the vegetation cover and the second The interior of the soil layer; the buffer board is a smooth corrosion-resistant and oxidation-resistant board.
有益效果:与现有技术相比,本实用新型的有益效果是:通过缓冲保护机构,有效的保证了缓冲板与缓冲孔在雨水较大时减少水滑落的速度,对水进行缓冲,降低水冲击土壤,减少土壤流失;通过在加固防护板上开设有多个大小均匀的加固网孔,加固防护板为阶梯状,便于将第一土壤层与第二土壤层分层加固,防止土壤层太厚又处于斜坡处支撑不住造成土壤滑落,起到稳定性,对坡体土壤进行支撑保护。Beneficial effect: Compared with the prior art, the beneficial effect of the present utility model is: through the buffer protection mechanism, the buffer plate and the buffer hole are effectively guaranteed to reduce the speed of water sliding when the rainwater is large, buffer the water, reduce the water Impact the soil to reduce soil loss; by opening a plurality of reinforcement mesh holes of uniform size on the reinforcement protection plate, the reinforcement protection plate is stepped, which is convenient for the layered reinforcement of the first soil layer and the second soil layer to prevent the soil layer from becoming too large. It is thick and cannot be supported at the slope, causing the soil to slide down, providing stability and supporting and protecting the slope soil.
附图说明Description of drawings
图1为本实用新型提出的一种水利工程用坡体支撑结构的整体结构示意图。Figure 1 is a schematic diagram of the overall structure of a slope body support structure for a water conservancy project proposed by the utility model.
图2为本实用新型提出的一种水利工程用坡体支撑结构的侧面结构示意图。Fig. 2 is a side structural schematic diagram of a slope body support structure for a water conservancy project proposed by the utility model.
图3为本实用新型提出的一种水利工程用坡体支撑结构的加固防护板结构示意图。Fig. 3 is a schematic diagram of the structure of the reinforcement guard plate of a slope body support structure for a water conservancy project proposed by the utility model.
图4为本实用新型提出的一种水利工程用坡体支撑结构的缓冲保护机构结构示意图。FIG. 4 is a schematic structural diagram of a buffer protection mechanism of a slope body support structure for a water conservancy project proposed by the utility model.
附图中:1-岩石层、2-坡体、3-后支撑板、4-第一土壤层、5-加固防护板、6-加固网孔、7-加固支撑柱、8-第二土壤层、9-缓冲保护机构、91-缓冲板、92-圆管、93-缓冲孔、94-支撑管、95-抓泥杆、10-植被护板、11-植被层In the attached drawings: 1-rock layer, 2-slope, 3-back support plate, 4-first soil layer, 5-reinforced protective plate, 6-reinforced mesh, 7-reinforced support column, 8-second soil Layer, 9-buffer protection mechanism, 91-buffer plate, 92-round pipe, 93-buffer hole, 94-support pipe, 95-grabber, 10-vegetation guard plate, 11-vegetation layer
具体实施方式Detailed ways
为了能够更清楚地理解本实用新型的上述目的、特征和优点,下面结合附图和实施例对本实用新型做进一步说明。需要说明的是,在不冲突的情况下,本申请的实施例及实施例中的特征可以相互组合。In order to be able to understand the above-mentioned objects, features and advantages of the present invention more clearly, the present invention will be further described below with reference to the accompanying drawings and embodiments. It should be noted that the embodiments of the present application and the features in the embodiments may be combined with each other in the case of no conflict.
在下面的描述中阐述了很多具体细节以便于充分理解本实用新型,但是,本实用新型还可以采用不同于在此描述的其他方式来实施,因此,本实用新型并不限于下面公开说明书的具体实施例的限制。In the following description, many specific details are set forth in order to fully understand the present invention. However, the present invention can also be implemented in other ways different from those described herein. Therefore, the present invention is not limited to the specific details of the following disclosure. Example limitations.
实施例Example
请参阅说明书附图,本实用新型实施例中,一种水利工程用坡体支撑结构,包括岩石层1、缓冲保护机构9,所述岩石层1上设置有坡体2;所述坡体2的后面设置有后支撑板3;所述坡体2的前面设置有第一土壤层4;所述第一土壤层4的前面设置有加固防护板5;所述加固防护板5上设置有加固支撑柱7;所述加固支撑柱7延伸贯穿第一土壤层4与坡体2固定在后支撑板3 内侧;所述加固防护板5的面上开设有加固网孔6;所述加固防护板5的前面设置有第二土壤层8;所述第二土壤层8的前面设置有植被护板10;所述缓冲保护机构9贯穿植被护板10延伸至第二土壤层8内部;相邻两个所述缓冲保护机构9的中间设置有植被层11。Please refer to the accompanying drawings in the description. In an embodiment of the present invention, a slope body support structure for hydraulic engineering includes a
进一步的说,所述缓冲保护机构9包括缓冲板91、缓冲孔93,所述缓冲板91上设置有圆管92;所述缓冲板91的两侧均开设有多个缓冲孔93;所述缓冲板91底部设置有支撑管94且所述支撑管为中空方管;所述支撑管94的外侧设置有多个抓泥杆95;所述缓冲保护机构9设置有多排;所述缓冲保护机构9的表面均喷涂有防腐涂层。Further, the
进一步的说,所述加固防护板5为阶梯状;所述加固防护板5上开设有多个大小均匀的加固网孔6;所述第一土壤层4与第二土壤层8通过穿过加固网孔6接触连在一起;所述加固防护板5的表面均匀的喷涂有防腐涂层。Further, the
进一步的说,所述加固支撑柱7的表面均喷涂有防腐涂层;所述加固防护板5的下方设置有多根加固支撑柱7;所述加固支撑柱7向下倾斜45度贯穿坡体2与支撑板3连接加固。Further, the surface of the reinforced
进一步的说,所述缓冲板91的两侧为内凹弧形;所述缓冲板91顶端为内凹弧形;所述缓冲板91设置在植被护板10上面;所述支撑管94嵌入在植被护板10与第二土壤层8的内部;所述缓冲板91为光滑的耐腐蚀耐氧化板。Further, both sides of the
使用过程:Use process:
使用时,植被层11处种植有绿植,植被护板10的内部填充有土壤,通过后支撑板3与加固支撑柱7增强坡体2内部的稳定性,起到加固作用,通过加固防护板5为阶梯状且设置有加固网孔6,能够对第一土壤层4与第二土壤层8加固,加固防护板5在第一土壤层4与第二土壤层8的中间形成支撑点进行支撑,使第一土壤层4与第二土壤层8通过加固网孔6连接加固,有利于使第一土壤层4与第二土壤层8穿过加固网孔6的孔互相依靠,防止大块土壤脱落滑落,支撑管94嵌入在植被护板10与第二土壤层8的内部进行固定,多个抓泥杆95伸入第二土壤层8内部进行加固,防止支撑管94受到力后晃动,提高固定效果;当坡上的土壤滑落时,缓冲板91能接住掉落的部分土壤,且土壤滑落在缓冲板侧面的内凹弧形面上,减少土壤流失,部分土壤通过缓冲孔93滑落至下一个缓冲板91处进行阻挡,能够减少土壤滑落的速度,圆管92与缓冲孔93不相通,缓冲孔93与支撑管94不相通,圆管92 与支撑管94相通,可根据情况通过防腐蚀钉进行加固,在下雨时,坡上的水流向下流动经过缓冲板91,缓冲板91对水流进行阻挡缓冲,水流进入缓冲孔 93后降速,能够降低水的流速,减少水在流动时带走土壤,在使用中,泥土有可能会堵塞缓冲孔93,这时无需清理,这样也能减少土壤的流失,且缓冲板91为光滑的耐腐蚀耐氧化板,土壤经过一定时间会自行掉落,即使不掉落等下雨时雨水滑落时可以冲下来。When in use, the
上述过程中,通过缓冲保护机构,有效的保证了缓冲板与缓冲孔在雨水较大时减少水滑落的速度,对水进行缓冲,降低水冲击土壤,减少土壤流失;通过在加固防护板上开设有多个大小均匀的加固网孔,加固防护板为阶梯状,便于将第一土壤层与第二土壤层分层加固,防止土壤层太厚又处于斜坡处支撑不住造成土壤滑落,起到稳定性,对坡体土壤进行支撑保护;本申请结构简单,实用性强,且操作简单值得推广。In the above process, the buffer protection mechanism effectively ensures that the buffer plate and the buffer hole reduce the speed of water sliding when the rain is heavy, buffer the water, reduce the impact of the water on the soil, and reduce soil loss; There are multiple reinforcement mesh holes of uniform size, and the reinforcement protection plate is stepped, which is convenient for layering reinforcement of the first soil layer and the second soil layer, preventing the soil layer from being too thick and unable to support the soil from sliding down on the slope. stability, supporting and protecting the slope soil; the application is simple in structure, strong in practicability, and simple in operation, which is worthy of popularization.
以上的仅是本实用新型的优选实施方式,应当指出,对于本领域的技术人员来说,在不脱离本实用新型构思的前提下,还可以作出若干变形和改进,这些也应该视为本实用新型的保护范围,这些都不会影响本实用新型实施的效果和专利的实用性。The above are only the preferred embodiments of the present utility model. It should be pointed out that for those skilled in the art, some modifications and improvements can be made without departing from the concept of the present utility model. These should also be regarded as the present utility model. The scope of protection of the new model will not affect the effect of the implementation of the present utility model and the practicability of the patent.
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