CN203113354U - Slope protection structure - Google Patents
Slope protection structure Download PDFInfo
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- CN203113354U CN203113354U CN 201220750570 CN201220750570U CN203113354U CN 203113354 U CN203113354 U CN 203113354U CN 201220750570 CN201220750570 CN 201220750570 CN 201220750570 U CN201220750570 U CN 201220750570U CN 203113354 U CN203113354 U CN 203113354U
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Abstract
本实用新型公开了一种边坡防护结构,在边坡的坡顶设有截水沟(4)、坡顶设有植生袋(3)压顶,坡面(2)采用钢筋铁丝网锚固,坡底设有叠石挡土墙(1),在坡脚设有排水沟(5)。本实用新型的技术方案既可以起到挡土墙的作用,又可在叠石间栽植花草树木,营造园林叠石景观效果。
The utility model discloses a side slope protection structure. A water intercepting ditch (4) is arranged on the slope top of the slope, a planting bag (3) is arranged on the top of the slope to press the top, the slope surface (2) is anchored by steel barbed wire, and A stacked stone retaining wall (1) is provided, and a drainage ditch (5) is provided at the foot of the slope. The technical scheme of the utility model can not only play the role of a retaining wall, but also plant flowers and trees between stacked stones to create a landscape effect of stacked stones in a garden.
Description
技术领域technical field
本实用新型属于生态防护技术领域,涉及一种边坡防护结构。The utility model belongs to the technical field of ecological protection and relates to a slope protection structure.
背景技术Background technique
在交通、水利和城建等工程建设中需要对开挖边坡采取防护工程措施,以防止边坡失稳而发生的次生灾害。目前我国边坡防护处理中,已经有三大类防护措施。这三大类分别是:(1)传统工程防护措施,如框格防护、砌石防护、封面防护、浆砌片石防护等,其特点是坡体稳定性好,但其质地坚硬、色调单一、景观质量差、不利于环境保护和生态恢复,形成永久地貌创伤;(2)植被防护措施,如藤本植物护坡、客土喷播技术等,其特点是造价低、坡体稳定性差、景观效果较好、利于环境保护和生态恢复;(3)工程措施结合植被防护,如喷混植生技术、混凝土框架植草技术、植被混凝土绿化技术等,其特点是坡体稳定性较好,景观质量好,生态环境效益好。In the construction of transportation, water conservancy and urban construction projects, it is necessary to take protective engineering measures for excavated slopes to prevent secondary disasters caused by slope instability. At present, there are three types of protective measures in the slope protection treatment in our country. These three categories are: (1) Traditional engineering protection measures, such as frame protection, stone masonry protection, cover protection, mortar rubble protection, etc., are characterized by good slope stability, but their texture is hard, the color is single, Poor landscape quality is not conducive to environmental protection and ecological restoration, resulting in permanent landform trauma; (2) Vegetation protection measures, such as vine slope protection, alien soil spraying technology, etc., are characterized by low cost, poor slope stability, and poor landscape effects. (3) Engineering measures combined with vegetation protection, such as spray-mixed vegetation technology, concrete frame grass planting technology, vegetation concrete greening technology, etc., are characterized by good slope stability, good landscape quality, and ecological Good environmental benefits.
未来工程防护的发展方向必定会向着工程措施和植被防护结合、多种防护技术结合的综合防护模式发展。The development direction of engineering protection in the future will definitely develop towards a comprehensive protection model that combines engineering measures with vegetation protection and a combination of multiple protection technologies.
实用新型内容Utility model content
本实用新型的目的在于克服上述技术存在的缺陷,提供一种边坡防护结构,根据开挖山体的岩质特性、景观要求、坡度情况等因素,按照坡顶、坡面、坡底三部分综合使用钢筋笼框坡面栽植技术、藤本植物防护技术、植生袋绿化技术、植被混凝土绿化技术、岩壁毛石种植槽绿化技术、叠石挡土墙绿化技术等几种生态恢复技术,使恢复后的山体持续发挥水土保持、环境保护、景观美化的综合功能。The purpose of this utility model is to overcome the defects of the above-mentioned technology and provide a slope protection structure. According to the rock characteristics of the excavated mountain, landscape requirements, slope conditions and other factors, it is integrated according to the three parts of the slope top, slope surface and slope bottom. Using several ecological restoration technologies such as reinforced cage frame slope planting technology, vine plant protection technology, vegetation bag greening technology, vegetation concrete greening technology, rock wall rubble planting groove greening technology, stacked stone retaining wall greening technology, etc., the restored The mountains continue to play the comprehensive functions of soil and water conservation, environmental protection, and landscaping.
其具体技术方案为:Its specific technical plan is:
一种边坡防护结构,在边坡的坡顶设有截水沟、坡顶设有植生袋压顶,A side slope protection structure, the top of the slope is provided with intercepting ditches, and the top of the slope is provided with vegetation bags for pressing the top,
坡面采用钢筋铁丝网锚固,坡底设有叠石挡土墙,在坡脚设有排水沟。The slope surface is anchored with steel barbed wire, the bottom of the slope is provided with stacked stone retaining walls, and a drainage ditch is provided at the foot of the slope.
与现有技术相比,本实用新型的有益效果为:本实用新型的技术方案中有特殊景观的坡面,使坡面不仅可以达到较高的植物覆盖率,还可以利用种植槽栽植开花乔灌木和草花等达到较高的景观度,植物的利用不仅提高了景观,更增强了环境保护的功能,具有一举多得应用效果;普通坡面可以在坡面上栽植大型灌木和乔木,使整个坡面的植物达到乔灌藤草结合的多层次、多种类的配置模式。本实用新型的技术方案既可以起到挡土墙的作用,又可在叠石间栽植花草树木,营造园林叠石景观效果。Compared with the prior art, the beneficial effect of the utility model is: the technical scheme of the utility model has a slope with a special landscape, so that the slope can not only achieve a higher plant coverage rate, but also use the planting grooves to plant flowering trees. Shrubs and grass flowers achieve a high degree of landscape. The use of plants not only improves the landscape, but also enhances the function of environmental protection. The plants on the slope achieve a multi-level and multi-type configuration mode combining trees, shrubs, vines and grass. The technical solution of the utility model can not only play the role of retaining wall, but also plant flowers and trees between stacked stones to create a garden landscape effect of stacked stones.
附图说明Description of drawings
图1为本实用新型边坡防护结构的示意图;Fig. 1 is the schematic diagram of the utility model slope protection structure;
图2为本实用新型有特殊景观要求的边坡恢复模式图。Fig. 2 is the slope restoration model diagram of the utility model with special landscape requirements.
具体实施方式Detailed ways
下面结合附图和具体实施方式对本实用新型的技术方案作进一步详细地说明。The technical solution of the present utility model will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.
参照图1,一种边坡防护结构,在边坡的坡顶设有截水沟4、坡顶设有植生袋3压顶,坡面2采用钢筋铁丝网锚固,坡底设有叠石挡土墙1,在坡脚设有排水沟5。Referring to Fig. 1 , a slope protection structure is provided with a water intercepting ditch 4 at the top of the slope, a
本实用新型边坡防护结构的防护方法,包括以下步骤:The protection method of the utility model slope protection structure comprises the following steps:
采用叠石挡土墙1稳定边坡底部,叠石挡土墙1与坡面相接部分通过钢筋与铁丝网锚固于叠石挡土墙1埋土之下,坡面2则采用铁丝网钢筋锚固,并将铁丝网覆盖一部分坡顶,用钢筋将坡顶铁丝网锚固,喷播覆土后将植生袋3以砖砌方式堆叠其上,在坡顶修筑截水沟4,以截留山体上部的水流,在坡脚修筑排水沟5。The stacked
参照图2,坡面2处理过程中,有特殊景观的坡面的处理包括:坡脚处理技术、坡面处理技术和坡顶处理技术。其处理采用岩壁砌筑毛石种植槽绿化技术结合藤本植物绿化技术,采用叠石挡土墙1稳定边坡底部,叠石挡土墙1与坡面2相接部分通过钢筋与铁丝网锚固于叠石挡土墙1埋土之下,坡面2则采用铁丝网钢筋6锚固,并将铁丝网覆盖一部分坡顶,用钢筋将坡顶铁丝网锚固,喷播覆土后将植生袋3以砖砌方式堆叠其上,坡面2以及坡脚的道路上种植乔灌木7,在坡顶修筑截水沟4,以截留山体上部的水流,在坡脚修筑排水沟5。Referring to Figure 2, in the process of
普通坡面,其处理采用钢筋笼框和植生袋坡面栽植技术结合植被混凝土绿化技术,使用植被混凝土绿化技术的坡面上大多无法生长乔木和大型灌木,采用钢筋笼框和植生袋坡面栽植技术,坡底处理采用叠石挡土墙绿化技术,在断崖面坡角处将形态各异的石材以水泥砂浆胶结,使其成为水泥砌石墙体,墙体高高度为6~10m,厚度根据石材取1m。Ordinary slopes are treated with steel cage frames and planting bag slope planting technology combined with vegetation concrete greening technology. Most trees and large shrubs cannot grow on slopes using vegetation concrete greening technology, and steel cage frames and planting bags are used for slope planting. Technology, the slope bottom treatment adopts the greening technology of stacked stone retaining wall, and cements the stones of various shapes with cement mortar at the slope angle of the cliff face to make it a cement masonry wall. The height of the wall is 6-10m, and the thickness Take 1m according to the stone material.
以上所述,仅为本实用新型较佳的具体实施方式,本实用新型的保护范围不限于此,任何熟悉本技术领域的技术人员在本实用新型披露的技术范围内,可显而易见地得到的技术方案的简单变化或等效替换均落入本实用新型的保护范围内。The above is only a preferred embodiment of the utility model, and the scope of protection of the utility model is not limited thereto. Anyone familiar with the technical field can obviously obtain the technology within the technical scope disclosed in the utility model. Simple changes or equivalent replacements of the schemes all fall within the protection scope of the present utility model.
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Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220750570 CN203113354U (en) | 2012-12-21 | 2012-12-21 | Slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220750570 CN203113354U (en) | 2012-12-21 | 2012-12-21 | Slope protection structure |
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| CN203113354U true CN203113354U (en) | 2013-08-07 |
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| CN 201220750570 Expired - Fee Related CN203113354U (en) | 2012-12-21 | 2012-12-21 | Slope protection structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103122640A (en) * | 2012-12-21 | 2013-05-29 | 陕西红叶园林绿化设计工程集团有限公司 | Slope protective structure and protective method |
| CN105544564A (en) * | 2016-01-14 | 2016-05-04 | 广西大学 | Side slope supporting structure capable of preventing rainstorm scouring |
| CN111593750A (en) * | 2020-06-12 | 2020-08-28 | 中国建筑材料工业地质勘查中心湖南总队 | A kind of open-pit mine steep slope ecological restoration structure and restoration method |
-
2012
- 2012-12-21 CN CN 201220750570 patent/CN203113354U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103122640A (en) * | 2012-12-21 | 2013-05-29 | 陕西红叶园林绿化设计工程集团有限公司 | Slope protective structure and protective method |
| CN105544564A (en) * | 2016-01-14 | 2016-05-04 | 广西大学 | Side slope supporting structure capable of preventing rainstorm scouring |
| CN111593750A (en) * | 2020-06-12 | 2020-08-28 | 中国建筑材料工业地质勘查中心湖南总队 | A kind of open-pit mine steep slope ecological restoration structure and restoration method |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130807 Termination date: 20131221 |
