CN102071696A - Steep slope protective soft frame and construction method thereof - Google Patents
Steep slope protective soft frame and construction method thereof Download PDFInfo
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Abstract
一种陡坡防护的柔性格框,在陡坡底部铺筑第一层柔性格框,第一层柔性格框上方20~40cm处铺筑第二层柔性格框直至坡顶。第一层柔性格框为相互联接的柔性格框固定在陡坡上构成,该柔性格框为:面板的背面设置有边框,面板的底部用联接件固定在陡坡上,面板的左右两侧外端设置有将一块面板与相邻一块面板搭接的搭接件,面板背面上下边框的两侧制作内设置有隔板的安装槽,隔板的上端设置有轴套,设置在轴套内的锚杆固定在陡坡上,面板的背部填充有植土并种植植被。施工方法包括整理坡面、铺筑柔性格框步骤。本发明具有使用寿命长、维修费用、优化了道路两侧陡坡的环境等优点,可用于铁路、公路、矿山、水电等工程两侧陡坡防护。
A flexible lattice frame for steep slope protection. The first layer of flexible lattice frame is paved at the bottom of the steep slope, and the second layer of flexible lattice frame is paved 20-40 cm above the first layer of flexible lattice frame until the top of the slope. The first layer of flexible grid frame is composed of interconnected flexible grid frames fixed on the steep slope. The flexible grid frame is as follows: the back of the panel is provided with a frame, the bottom of the panel is fixed on the steep slope with connectors, and the outer ends of the left and right sides of the panel are fixed on the steep slope. There are lap joints for overlapping one panel with an adjacent panel, installation grooves for partitions are made in the two sides of the upper and lower frames on the back of the panel, the upper end of the partition is provided with a shaft sleeve, and the anchor set in the shaft sleeve The poles are fixed on the steep slope, and the back of the panel is filled with planting soil and planted with vegetation. The construction method includes the steps of tidying up the slope and laying a flexible lattice frame. The invention has the advantages of long service life, maintenance cost, optimized environment of steep slopes on both sides of the road, etc., and can be used for protection of steep slopes on both sides of railways, highways, mines, hydropower and other projects.
Description
技术领域technical field
本发明属于土木工程中生态防护治理技术领域,具体涉及到植被陡坡生态治理。The invention belongs to the technical field of ecological protection and management in civil engineering, and in particular relates to the ecological management of steep vegetation slopes.
背景技术Background technique
在铁路、公路、水电等工程建设中,经常要开挖大量边坡,开挖的边坡受到风雨的侵蚀破坏,产生失稳、坍塌等病害,而且边坡的开挖破坏了原有的植被覆盖层,导致出现大量的次生裸地以及严重的水土流失现象,影响生态平衡。随着人类对于环境保护意识的加强,进行生态防护已成为发展趋势。目前边坡绿化常用的方法有钢筋水泥框格法、植生卷铺盖法、客土植生带法、纤维绿化法、生态多孔混凝土绿化法、厚层基材喷射绿化法等。但客土植生带法、纤维绿化法和厚层基材喷射绿化法共同的缺点是强度很低不能起到边坡防护作用,并且客土植生带法只能用于缓边坡,纤维绿化法和厚层基材喷射绿化法则存在保水性能差、不耐旱等缺点,生态多孔混凝土绿化法强度比较高防护作用好,但也存在为植物提供养分能力差且成本过高的技术问题。In the construction of railways, highways, hydropower and other projects, it is often necessary to excavate a large number of slopes. The excavated slopes are eroded and damaged by wind and rain, resulting in instability, collapse and other diseases, and the excavation of the slopes destroys the original vegetation. Overburden, resulting in a large number of secondary bare land and serious soil erosion, affecting the ecological balance. With the strengthening of human awareness of environmental protection, ecological protection has become a development trend. At present, the commonly used methods of slope greening include reinforced concrete frame method, vegetation roll bedding method, alien soil vegetation belt method, fiber greening method, ecological porous concrete greening method, thick-layer substrate spray greening method, etc. However, the common disadvantage of the alien soil vegetation belt method, fiber greening method and thick-layer substrate spray greening method is that the strength is very low and cannot play the role of slope protection, and the alien soil vegetation belt method can only be used for gentle slopes, while the fiber greening method The thick-layer substrate spray greening method has disadvantages such as poor water retention performance and drought tolerance. The ecological porous concrete greening method has relatively high strength and good protection effect, but there are also technical problems such as poor nutrient supply for plants and high cost.
边坡绿化的另一种方法采用柔性防护带固定在边坡上,防护带内填充有植土,在植土内种植植被,美化环境。由于柔性防护带很长,在柔性防护带后填充的土较重,用不了多长时间柔性防护带将被压坏,使用寿命很短,增大了道路的维修费用,而且对于60°以上的陡坡,由于柔性防护带的强度低,柔性防护带的长度长,柔性防护带背部填充土的重量重,这种柔性防护带不适宜在陡坡上使用。Another method of slope greening adopts a flexible protective belt fixed on the slope, and the protective belt is filled with planting soil, and vegetation is planted in the planting soil to beautify the environment. Because the flexible protection belt is very long, the soil filled behind the flexible protection belt is relatively heavy, and the flexible protection belt will be crushed in a short time, and the service life is very short, which increases the maintenance cost of the road, and for roads above 60° For steep slopes, because the strength of the flexible protective belt is low, the length of the flexible protective belt is long, and the weight of the filling soil on the back of the flexible protective belt is heavy, this flexible protective belt is not suitable for use on steep slopes.
我国内陆大部分地区基本上属于干旱气候,研究开发一种适合我国国情,对边坡既有一定强度和抗雨水冲刷能力达到防护作用,又长期适应植物生长达到绿化目的的新技术是工程技术人员当前需要解决的技术问题。Most of the inland areas in my country basically belong to arid climate. Research and development of a new technology suitable for my country's national conditions, which not only has a certain strength and anti-rain erosion ability to protect the slope, but also adapts to plant growth for a long time to achieve the purpose of greening is engineering technology. The current technical problem that the person needs to solve.
发明内容Contents of the invention
本发明所要解决的技术问题在于克服上述边坡挡墙和柔性防护带的缺点,提供一种能防止水土流失、构建绿色边坡、提高植物成活率和覆盖率、道路维修费用低的陡坡防护的柔性格框。The technical problem to be solved by the present invention is to overcome the shortcomings of the above-mentioned slope retaining wall and flexible protective belt, and provide a steep slope protection device that can prevent soil erosion, build a green slope, improve plant survival rate and coverage, and have low road maintenance costs. Flexible grid.
解决上述问题所采用技术方案是:在陡坡底部铺筑第一层柔性格框,第一层柔性格框上方20~40cm处铺筑第二层柔性格框直至坡顶,顶层柔性格框固定在坡顶平台上。上述的第一层柔性格框为相互联接的柔性格框固定在陡坡上构成,该柔性格框为:面板的背面设置有边框,面板的底部用联接件固定在陡坡上,面板的左右两侧外端设置有将一块面板与相邻一块面板搭接的搭接件,面板背面上下边框的两侧制作内设置有隔板的安装槽,隔板的上端设置有轴套,设置在轴套内的锚杆固定在陡坡上,面板的背部填充有植土并种植植被。The technical solution adopted to solve the above problems is: pave the first layer of flexible grid frame at the bottom of the steep slope, pave the second layer of flexible grid frame at 20-40 cm above the first layer of flexible grid frame to the top of the slope, and fix the top layer of flexible grid frame on the on the sloped platform. The above-mentioned first layer of flexible grid frame is composed of interconnected flexible grid frames fixed on the steep slope. The flexible grid frame is as follows: the back of the panel is provided with a frame, the bottom of the panel is fixed on the steep slope with connectors, and the left and right sides of the panel are The outer end is provided with a lap joint that overlaps one panel with an adjacent panel, and the two sides of the upper and lower frames on the back of the panel are provided with installation grooves for partitions. The anchor rod is fixed on the steep slope, and the back of the panel is filled with planting soil and planted with vegetation.
本发明的隔板的高度与面板的高度相同,隔板的形状为三角隔板和直角隔板,三角隔板设置在最外两块面板背面外端的安装槽内,直角隔板设置在其余面板背面的安装槽内以及最外两块面板背面内端的安装槽内。The height of the partitions of the present invention is the same as that of the panels, and the shapes of the partitions are triangular partitions and right-angle partitions. The triangular partitions are arranged in the installation grooves at the outer ends of the backs of the outermost two panels, and the right-angle partitions are arranged on the remaining panels. In the installation groove on the back and in the installation groove at the inner end of the back of the outermost two panels.
本发明的安装槽为工字形槽或燕尾形槽。The mounting groove of the present invention is an I-shaped groove or a dovetail groove.
本发明的隔板外侧的上下两端设置有与安装槽形状相同的工字形凸块或燕尾形凸块。The upper and lower ends of the outer side of the separator of the present invention are provided with I-shaped bumps or dovetail-shaped bumps that have the same shape as the installation groove.
本发明的直角隔板由两条相互垂直的直边框连为一体构成。The right-angle dividing plate of the present invention is composed of two mutually perpendicular straight frames connected as a whole.
上述陡坡防护的柔性格框的施工方法如下:The construction method of the flexible lattice frame for the above-mentioned steep slope protection is as follows:
1、整理坡面1. Finish the slope
平整坡面,清除坡面表层松散的土体、浮石、危石。Level the slope and remove loose soil, pumice and dangerous stones on the surface of the slope.
2、铺筑柔性格框2. Pave the flexible grid frame
从坡脚开始,沿水平方向铺设第一层柔性格框,用纤钉穿入面板下部的安装孔内将面板的下部固定联接在斜坡的底部,将直角隔板的外端装入面板背面上下边框上的安装槽内,锚杆穿入隔板上端的轴套内钉入斜坡上将面板和隔板固定在斜坡上,用销轴穿入相邻面板两端的联接耳内将一块面板与相邻一块面板联接,最外两块面板的外端安装三角隔板用锚杆固定在斜坡上,铺筑成第一层柔性格框,第一层柔性格框的背部填充有植土并种植植被。第一层柔性格框的上表面20~40cm铺筑第二层柔性格框,第二层柔性格框的施工方法与铺筑第一层柔性格框的施工方法完全相同,在第二层柔性格框背部填充土并种植植被。第二层柔性格框上表面20~40cm铺筑第三层柔性格框直至坡顶,将顶层植被板固定在坡顶平台,构成梯状平台结构,在每一层柔性格框背部填充植土并种植植被。Starting from the foot of the slope, lay the first layer of flexible grid frame along the horizontal direction, use fiber nails to penetrate into the installation holes in the lower part of the panel, fix the lower part of the panel to the bottom of the slope, and install the outer end of the right-angle partition into the back of the panel up and down In the installation groove on the frame, the anchor rod penetrates into the sleeve at the top of the partition and nails it into the slope to fix the panel and the partition on the slope. The adjacent panels are connected, and the outer ends of the two outermost panels are installed with triangular partitions and fixed on the slope with anchor rods, paving the first layer of flexible lattice frames, and the back of the first layer of flexible lattice frames is filled with planting soil and planted with vegetation . The second layer of flexible grid is paved on the upper surface of the first layer of flexible grid at 20-40 cm. The construction method of the second layer of flexible grid is exactly the same as that of the first layer of flexible grid. The back of the character frame is filled with soil and planted with vegetation. The upper surface of the second layer of flexible grid frame is 20-40cm, and the third layer of flexible grid frame is paved to the top of the slope. The top layer of vegetation board is fixed on the slope top platform to form a ladder-like platform structure, and the back of each layer of flexible grid frame is filled with planting soil. and plant vegetation.
3、植物保护3. Plant protection
对陡坡上铺筑的柔性格框内种植的植物定期喷水以及农药对植物进行保护。The plants planted in the flexible grid paved on the steep slope are regularly sprayed with water and pesticides to protect the plants.
本发明采用相互联接的柔性格框结构,柔性格框的面板后设置边框和隔板,将每一个柔性格框固定在陡坡上,大大增加了柔性格框的强度,将柔性格框固定在陡坡上背部填充土,不会将柔性格框压坏,大大提高了柔性格框的使用寿命,降低了道路的维修费用,优化了道路两侧陡坡的环境,克服了钢筋水泥框格、柔性防护带的不足之处,使被防护陡坡的植物生长区域达90%以上,可用于铁路、公路、矿山、水电等工程两侧陡坡的防护。The present invention adopts interconnected flexible grid structure, and the panel of the flexible grid is provided with a frame and a partition, and each flexible grid is fixed on the steep slope, which greatly increases the strength of the flexible grid and fixes the flexible grid on the steep slope. The upper back is filled with soil, which will not crush the flexible grid, which greatly improves the service life of the flexible grid, reduces the maintenance cost of the road, optimizes the environment of steep slopes on both sides of the road, and overcomes the problems of reinforced concrete grids and flexible protective belts. Due to the shortcomings, the plant growth area of the protected steep slope reaches more than 90%, which can be used for the protection of steep slopes on both sides of railways, highways, mines, hydropower and other projects.
附图说明Description of drawings
图1是本发明实施例1的结构示意图。Fig. 1 is a schematic structural diagram of Embodiment 1 of the present invention.
图2是图1中第一层柔性格框2的结构示意图。FIG. 2 is a schematic structural diagram of the first layer of
图3是图2的俯视图。FIG. 3 is a top view of FIG. 2 .
图4是图2中直角形隔板2-5的结构示意图。FIG. 4 is a schematic structural view of the right-angled partition 2-5 in FIG. 2 .
图5是图2中三角形隔板2-5的结构示意图。Fig. 5 is a schematic structural diagram of the triangular partition 2-5 in Fig. 2 .
具体实施方式Detailed ways
下面结合附图和实施例对本发明进一步详细说明,但本发明不限于这些实施例。The present invention will be described in further detail below in conjunction with the accompanying drawings and embodiments, but the present invention is not limited to these embodiments.
实施例1Example 1
在图1~5、中,本实施例的陡坡防护的柔性格框由固定在陡坡3上的第一层柔性格框2、固定在陡坡3上第一层柔性格框2上方的第二层柔性格框直至坡顶平台的顶层柔性格框1固定在坡顶平台上,构成阶梯形结构。In Figures 1 to 5, the flexible grid frame for steep slope protection in this embodiment consists of the first layer of
第一层柔性格框2由相互联接相同的柔性格框构成。柔性格框由面板2-1、轴套2-2、联接耳2-3、锚杆2-4、隔板2-5联接构成。本实施例的面板2-1由聚氯乙烯一次模压成形制成,面板2-1的背面四边铸造成形有边框,边框起加强作用,提高了本发明的使用寿命,面板2-1的底部一次浇注形成有联接孔a,将面板2-1固定在陡坡3的地面上时,采用钎钉穿入联接孔a将面板2-1的底部固定在斜坡3上,面板2-1的两侧外端上下一次模压成形有与面板2-1连为一体的联接耳2-3,联接耳2-3用于一块面板2-1与相邻一块面板2-1用销轴联接,面板2-1的背面上下两侧边框上两外端一次浇注成形有与面板2-1连为一体的安装槽b,本实施例的安装槽b为燕尾槽,安装槽b也可制作成工字槽。在面板2-1的背面上下两侧边框上的安装槽内安装有隔板2-5,隔板2-5用聚氯乙烯一次浇注成形制成,隔板2-5的高度与面板2-1的高度相同,隔板2-5有两种,一种是直角隔板2-5、另一种是三角隔板2-5,直角隔板2-5由两条相互垂直的直边框连为一体构成直角形,三角隔板2-5为直角三角形,隔板2-5外端上下两端的形状与面板2-1背面安装槽b的形状完全相同工字形凸块或燕尾形凸块,凸块用于将隔板2-5安装在面板2-1的背部左右两端,面板2-1背面安装隔板2-5,增加了面板2-1的强度和稳定性,隔板2-5的上端用聚氯乙烯一次浇注成形有与隔板2-5连为一体的轴套2-2,锚杆2-4穿入轴套2-2内并固定在陡坡3上,最外两块面板2-1的外端安装三角隔板2-5用锚杆2-4固定在斜坡3上,其余面板2-1两端安装直角隔板2-5用锚杆2-4固定在陡坡3上构成第一层柔性格框。面板2-1的背部填充有植土,可种花植草,起到防护、绿化坡面,美化环境的作用。由于本发明采用相互联接的柔性格框结构,柔性格框的面板2-1后设置边框和隔板2-5,将每一个柔性格框固定在陡坡3上,大大增加了柔性格框的强度,将柔性格框固定在陡坡3上背部填充土,不会将柔性格框压坏,大大提高了柔性格框的使用寿命,降低了道路的维修费用,优化了道路陡坡两侧的环境。The
第一层柔性格框2的上方铺筑第二层柔性格框,第二层柔性格框的下表面距第一层柔性格框上表面的距离为20~40cm,第二层柔性格框的下表面距第一层柔性格框2上表面的具体距离应按照陡坡3的坡度以及陡坡3的高度来具体确定。铺筑第二层柔性格框的零部件以及零部件的连接关系与第一层柔性格框式完全相同,第二层柔性格框面板2-1的背部填充有植土并种植植被。第二层柔性格框的上方铺筑第三层柔性格框式直至坡顶,将顶层柔性格框1固定在坡顶平台上,构成梯状平台结构,在每一层柔性格框的面板2-1背部填充有植土并种植植被。The second layer of flexible grid is paved above the first layer of
上述的陡坡防护的柔性格框的施工方法如下:The construction method of the above-mentioned flexible lattice frame for steep slope protection is as follows:
1、整理坡面1. Finish the slope
平整坡面,清除坡面表层松散的土体、浮石、危石。Level the slope and remove loose soil, pumice and dangerous stones on the surface of the slope.
2、铺筑柔性格框2. Pave the flexible grid frame
从坡脚开始,沿水平方向铺设第一层柔性格框2,用纤钉穿入面板2-1下部的安装孔a内将面板2-1的下部固定联接在斜坡3的底部,将直角隔板2-5的外端装入面板2-1背面上下边框上的安装槽b内,锚杆2-4穿入隔板2-5上端的轴套2-2内钉入斜坡3上将面板2-1和隔板2-5固定在斜坡3上,用销轴穿入相邻面板2-1两端的联接耳2-3内将一块面板2-1与相邻一块面板2-1联接,最外两块面板2-1的外端安装三角隔板2-5用锚杆2-4固定在斜坡3上,铺筑成第一层柔性格框2,第一层柔性格框2的背部填充有植土并种植植被。第一层柔性格框2的上表面20~40cm铺筑第二层柔性格框,第二层柔性格框的施工方法与铺筑第一层柔性格框2的施工方法完全相同,在第二层柔性格框背部填充土并种植植被。第二层柔性格框上表面20~40cm铺筑第三层柔性格框直至坡顶,将顶层柔性格框1固定在坡顶平台上,构成梯状平台结构,在每一层柔性格框背部填充植土并种植植被。Starting from the foot of the slope, lay the first layer of
3、植物保护3. Plant protection
对陡坡上铺筑的柔性格框内种植的植物定期喷水以及农药对植物进行保护。The plants planted in the flexible grid paved on the steep slope are regularly sprayed with water and pesticides to protect the plants.
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108934581A (en) * | 2018-04-03 | 2018-12-07 | 上海绿地环境科技股份有限公司 | A kind of structure and method of modular slope greening |
CN109137937A (en) * | 2018-07-24 | 2019-01-04 | 温州市兴业市政建设有限公司 | City side slope environmental protection greening and reinforcing engineering construction and its construction technology |
CN109588300A (en) * | 2018-12-25 | 2019-04-09 | 深圳华熙环境建设有限公司 | A kind of greening structure on highway mountain forest ground |
CN110761247A (en) * | 2019-11-28 | 2020-02-07 | 合肥工业大学 | Modular polygonal side slope protection device |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09279583A (en) * | 1996-04-10 | 1997-10-28 | Nisshoku Corp | Vegetative bag body and plant cultivating construction method of slope face using it |
JP3004596B2 (en) * | 1996-10-18 | 2000-01-31 | 城間 健一 | Vegetation plate |
CN1512012A (en) * | 2002-12-30 | 2004-07-14 | 中国石化北京燕化石油化工股份有限公 | A plastic geotechnical composite retaining wall |
CN2753127Y (en) * | 2004-10-10 | 2006-01-25 | 中国石化北京燕化石油化工股份有限公司 | Vegetation protective zone |
CN2825747Y (en) * | 2005-08-24 | 2006-10-11 | 中国水电顾问集团华东勘测设计研究院 | Vegetation planting trough for slope ecology management |
CN201915413U (en) * | 2010-12-30 | 2011-08-03 | 长安大学 | Flexible grid for steep slope protection |
-
2010
- 2010-12-30 CN CN2010106171068A patent/CN102071696B/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09279583A (en) * | 1996-04-10 | 1997-10-28 | Nisshoku Corp | Vegetative bag body and plant cultivating construction method of slope face using it |
JP3004596B2 (en) * | 1996-10-18 | 2000-01-31 | 城間 健一 | Vegetation plate |
CN1512012A (en) * | 2002-12-30 | 2004-07-14 | 中国石化北京燕化石油化工股份有限公 | A plastic geotechnical composite retaining wall |
CN2753127Y (en) * | 2004-10-10 | 2006-01-25 | 中国石化北京燕化石油化工股份有限公司 | Vegetation protective zone |
CN2825747Y (en) * | 2005-08-24 | 2006-10-11 | 中国水电顾问集团华东勘测设计研究院 | Vegetation planting trough for slope ecology management |
CN201915413U (en) * | 2010-12-30 | 2011-08-03 | 长安大学 | Flexible grid for steep slope protection |
Non-Patent Citations (1)
Title |
---|
《西部探矿工程》 19990815 胡时友 框格护坡技术的新进展 第11卷, 第04期 2 * |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108934581A (en) * | 2018-04-03 | 2018-12-07 | 上海绿地环境科技股份有限公司 | A kind of structure and method of modular slope greening |
CN109137937A (en) * | 2018-07-24 | 2019-01-04 | 温州市兴业市政建设有限公司 | City side slope environmental protection greening and reinforcing engineering construction and its construction technology |
CN109137937B (en) * | 2018-07-24 | 2021-01-26 | 浙江兴业市政工程有限公司 | Urban side slope environment-friendly greening and reinforcing engineering structure and construction process thereof |
CN109588300A (en) * | 2018-12-25 | 2019-04-09 | 深圳华熙环境建设有限公司 | A kind of greening structure on highway mountain forest ground |
CN110761247A (en) * | 2019-11-28 | 2020-02-07 | 合肥工业大学 | Modular polygonal side slope protection device |
CN110761247B (en) * | 2019-11-28 | 2024-04-16 | 合肥工业大学 | Modularized polygonal side slope protection device |
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