CN110593281A - Ecological Protection System and Construction Method for High and Steep Rock Slope - Google Patents
Ecological Protection System and Construction Method for High and Steep Rock Slope Download PDFInfo
- Publication number
- CN110593281A CN110593281A CN201910892651.9A CN201910892651A CN110593281A CN 110593281 A CN110593281 A CN 110593281A CN 201910892651 A CN201910892651 A CN 201910892651A CN 110593281 A CN110593281 A CN 110593281A
- Authority
- CN
- China
- Prior art keywords
- bag
- plant
- plant growth
- metal flexible
- protection system
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 239000002184 metal Substances 0.000 claims abstract description 44
- 239000002689 soil Substances 0.000 claims abstract description 27
- 239000011159 matrix material Substances 0.000 claims abstract description 21
- 230000008635 plant growth Effects 0.000 claims abstract description 20
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 16
- 241000196324 Embryophyta Species 0.000 claims description 27
- 230000001681 protective effect Effects 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 9
- 239000011435 rock Substances 0.000 claims description 9
- 239000004745 nonwoven fabric Substances 0.000 claims description 6
- 238000004873 anchoring Methods 0.000 claims description 5
- -1 seeds Substances 0.000 claims description 4
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 239000003337 fertilizer Substances 0.000 claims description 3
- 239000005416 organic matter Substances 0.000 claims description 3
- 239000003381 stabilizer Substances 0.000 claims description 3
- 240000002024 Gossypium herbaceum Species 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 description 24
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 238000007667 floating Methods 0.000 description 2
- 230000012010 growth Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000178 monomer Substances 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 230000035508 accumulation Effects 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 239000008262 pumice Substances 0.000 description 1
- 230000005855 radiation Effects 0.000 description 1
- 238000009958 sewing Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Classifications
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/202—Securing of slopes or inclines with flexible securing means
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental Sciences (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Cultivation Of Plants (AREA)
Abstract
Description
技术领域technical field
本发明涉及生态防护技术领域,尤其涉及一种边坡生态防护系统及其施工方法。The invention relates to the technical field of ecological protection, in particular to a slope ecological protection system and a construction method thereof.
背景技术Background technique
边坡柔性生态防护主要是在边坡上种植植物或植物与柔性结构相结合的方式,利用植物根系或柔性防护系统固结边坡土壤以有效稳定边坡,从而达到保护边坡的目的。生态防护还在改善环境质量、美化净化环境、维持生态平衡以及协调周围景观等方面起着不可替代的生态功能,是一种绿色环保的防护方法。Slope flexible ecological protection is mainly to plant plants on the slope or combine plants with flexible structures, and use plant roots or flexible protection systems to consolidate the slope soil to effectively stabilize the slope, so as to achieve the purpose of protecting the slope. Ecological protection also plays an irreplaceable ecological function in terms of improving environmental quality, beautifying and purifying the environment, maintaining ecological balance, and coordinating the surrounding landscape. It is a green and environmentally friendly protection method.
目前岩质边坡常用的生态防护技术有喷播植生技术、植生袋(条、盆)、飘台种植槽、挂笼砖、挂金属栽植笼、栽植穴植苗、混凝土框格梁法等。申请号为201811270047.4的中国专利公开了一种高速铁路岩质路堑边坡生态防护结构,包括N级生态防护坡,N为正整数;每级生态防护坡包括边坡主体、多根主锚杆、多个生态袋和钢绳格栅网,所述多根主锚杆插设于边坡主体中,主锚杆与边坡主体的表面相交处设有锚墩,所述锚墩外侧设有锚头封闭;所述多个生态袋均匀地铺设于边坡主体上,所述多个生态袋外侧铺设有钢绳格栅网,所述钢绳格栅网通过钢绳锚杆固定;当N大于1时,相邻的生态防护坡之间设有边坡平台,所述边坡平台上设有平台截水沟。该专利主要依靠堆码的生态袋进行边坡防护,并采用钢绳格栅网避免生态袋脱落。At present, the commonly used ecological protection technologies for rocky slopes include spray planting technology, planting bags (strips, pots), floating table planting grooves, hanging cage bricks, hanging metal planting cages, planting hole planting, concrete frame beam method, etc. The Chinese patent with the application number 201811270047.4 discloses an ecological protection structure for rocky cutting slopes of high-speed railways, including N-level ecological protection slopes, where N is a positive integer; each level of ecological protection slopes includes the main body of the slope, multiple main anchors, A plurality of ecological bags and steel rope grid nets, the plurality of main anchor rods are inserted in the main body of the slope, anchor piers are arranged at the intersection of the main anchor rods and the surface of the slope main body, and anchor piers are arranged outside the anchor piers The head is closed; the plurality of ecological bags are evenly laid on the main body of the slope, and the outer sides of the plurality of ecological bags are laid with steel rope grids, and the steel rope grids are fixed by steel rope anchors; when N is greater than At 1 o'clock, a slope platform is provided between adjacent ecological protection slopes, and a platform intercepting ditch is provided on the slope platform. This patent mainly relies on stacked ecological bags for slope protection, and uses steel rope grids to prevent the ecological bags from falling off.
矿山开采、采石场、水利水电等工程等项目的开挖会形成高度和坡度都很大的高陡岩质边坡,这对边坡生态防护系统提出了更高的要求。常规边坡生态防护系统应用于高陡岩质边坡时,容易出现客土基质很难附着,再加上植被自身的下坠力,容易出现整体脱落;由于雨水冲刷、风、紫外线等自然作用,客土基质流逐步流失;在客土基质、生长植被及地质灾害的作用下,高陡边坡自身稳定性降低,容易垮塌,需要加固稳定等问题。而上述引证专利技术应用于高陡岩质边坡时,生态袋在堆码过程中容易垮塌,堆码过程较为困难,造成施工难度较大。The excavation of mining, quarry, water conservancy and hydropower projects and other projects will form high and steep rock slopes with large height and slope, which puts forward higher requirements for the slope ecological protection system. When the conventional slope ecological protection system is applied to high and steep rocky slopes, it is easy to find that the foreign soil matrix is difficult to attach, coupled with the falling force of the vegetation itself, it is easy to fall off as a whole; due to natural effects such as rain erosion, wind, and ultraviolet rays, The flow of foreign soil matrix is gradually lost; under the action of foreign soil matrix, growing vegetation and geological disasters, the stability of high and steep slopes is reduced, and they are easy to collapse, requiring reinforcement and stability. However, when the above-mentioned patented technology is applied to high and steep rocky slopes, the ecological bag is easy to collapse during the stacking process, and the stacking process is relatively difficult, resulting in relatively difficult construction.
发明内容Contents of the invention
本发明解决的一个技术问题是:提供一种适用于高陡岩质边坡,施工简便的生态防护系统。A technical problem solved by the present invention is to provide an ecological protection system suitable for high and steep rock slopes and easy to construct.
为解决上述问题采用的技术方案是:边坡生态防护系统包括多个防护体,防护体包括植生袋、加固绳、金属柔性网和至少三个锚杆,锚杆锚固在边坡上,各锚杆之间形成植生袋空间,加固绳与锚杆连接并围绕植生袋空间,金属柔性网展开设置并与加固绳连接,植生袋位于植生袋空间内并位于边坡与金属柔性网之间,植生袋上设置有装填口,植生袋内装填有客土基质,植生袋与锚杆连接,金属柔性网压紧植生袋;各防护体紧密排布形成覆盖边坡的生态防护系统。The technical solution adopted to solve the above problems is: the slope ecological protection system includes a plurality of protection bodies, the protection body includes planting bags, reinforcement ropes, metal flexible nets and at least three anchor rods, the anchor rods are anchored on the slope, each anchor A vegetation bag space is formed between the poles, the reinforcement rope is connected with the anchor rod and surrounds the vegetation bag space, the metal flexible net is deployed and connected with the reinforcement rope, the vegetation bag is located in the vegetation bag space and between the side slope and the metal flexible net, and the vegetation The bag is provided with a filling port, the vegetation bag is filled with guest soil matrix, the vegetation bag is connected with the anchor rod, and the metal flexible net compresses the vegetation bag; the protective bodies are closely arranged to form an ecological protection system covering the slope.
进一步的是:防护体包括四个锚杆,四个锚杆之间形成矩形的植生袋空间,植生袋的形状为矩形。Further, the protective body includes four anchor rods, a rectangular vegetation bag space is formed between the four anchor rods, and the shape of the vegetation bag is rectangular.
进一步的是:植生袋由无纺布制成。Further: the plant bag is made of non-woven fabric.
进一步的是:植生袋上具有横向连接部和纵向连接部,横向连接部和纵向连接部将植生袋分隔为多个植生袋单体。Further, the planting bag has a horizontal connection part and a vertical connection part, and the horizontal connection part and the vertical connection part separate the planting bag into multiple planting bag monomers.
进一步的是:相邻防护体共享锚杆,多个相邻防护体的金属柔性网制成一体。Further, adjacent protective bodies share anchor rods, and the metal flexible nets of a plurality of adjacent protective bodies are integrated.
进一步的是:锚杆端部设置有拉环,加固绳穿过拉环,植生袋边缘通过连接环与拉环连接。Further, the end of the anchor rod is provided with a pull ring, the reinforcement rope passes through the pull ring, and the edge of the planting bag is connected to the pull ring through a connecting ring.
进一步的是:客土基质包括土壤、种子、肥料、保水剂、有机物和稳定剂。Further, the guest soil matrix includes soil, seeds, fertilizers, water-retaining agents, organic matter and stabilizers.
本发明解决的另一个技术问题是:提供一种上述生态防护系统的施工方法。Another technical problem solved by the present invention is to provide a construction method of the above-mentioned ecological protection system.
为解决上述问题采用的技术方案是:边坡生态防护系统施工方法包括以下步骤:The technical solution adopted to solve the above problems is: the construction method of the slope ecological protection system includes the following steps:
A、在边坡上锚入锚杆,至少三个锚杆形成一组锚杆,一组锚杆之间形成植生袋空间;A. Anchor the anchor rods on the slope, at least three anchor rods form a group of anchor rods, and a vegetation bag space is formed between a group of anchor rods;
B、在锚杆上连接加固绳,加固绳与植生袋空间一一对应并围绕对应的植生袋空间;B. Connect the reinforcement rope on the anchor rod, and the reinforcement rope corresponds to the vegetation bag space one by one and surrounds the corresponding vegetation bag space;
C、沿边坡自上而下铺设植生袋,一个植生袋空间内设置一个植生袋,植生袋与锚杆连接,植生袋上设置有装填口;C. Planting bags are laid from top to bottom along the slope, and a planting bag is arranged in a space of a planting bag, and the planting bag is connected with the anchor rod, and a filling port is arranged on the planting bag;
D、沿边坡自上而下铺设金属柔性网,金属柔性网覆盖植生袋,金属柔性网与加固绳连接;D. Lay metal flexible mesh from top to bottom along the slope, the metal flexible mesh covers the planting bag, and the metal flexible mesh is connected with the reinforcement rope;
E、通过金属柔性网的网孔和装填口向植生袋内装填客土基质。E. Fill the guest soil matrix into the planting bag through the mesh and filling port of the metal flexible net.
本发明的有益效果是:1、防护体覆盖边坡,对存在潜在坡面地质灾害的高陡岩质边坡具有加固作用。植生袋能够长出植物,能对高陡岩质边坡进行生态修复,复绿,同时金属柔性网对附着在岩壁上的生长植被也有稳定作用。可见本申请边坡加固与生态修复有机结合,能够对边坡起到很好的生态防护作用。The beneficial effects of the present invention are as follows: 1. The protection body covers the slope, and has the effect of reinforcing the high and steep rocky slope with potential geological hazards on the slope surface. Vegetation bags can grow plants, and can carry out ecological restoration and regreening of high and steep rocky slopes. At the same time, the metal flexible mesh also has a stabilizing effect on the growing vegetation attached to the rock wall. It can be seen that the organic combination of slope reinforcement and ecological restoration in this application can play a very good role in ecological protection of the slope.
2、本申请先铺设并固定好植生袋和金属柔性网,再进行客土基质装填,相对背景技术的引证专利施工更加简单,经济。由于不存在植生袋堆码,不存在植生袋垮塌问题,施工和使用中更加可靠,更加适应高陡岩质边坡这一地形。2. This application first lays and fixes the planting bags and metal flexible nets, and then fills them with foreign soil matrix. Compared with the cited patent construction of the background technology, the construction is simpler and more economical. Since there is no stacking of vegetation bags and no collapse of vegetation bags, it is more reliable in construction and use, and is more suitable for the terrain of high and steep rocky slopes.
附图说明:Description of drawings:
图1是高陡岩质边坡生态防护系统侧视图;Fig. 1 is a side view of the high and steep rock slope ecological protection system;
图2是单个防护体侧视图;Fig. 2 is a side view of a single protective body;
图3是高陡岩质边坡生态防护系统正视图;Fig. 3 is the front view of the high and steep rocky slope ecological protection system;
图4是高陡岩质边坡生态防护系统去掉金属柔性网状态的正视图;Fig. 4 is the front view of the high and steep rock slope ecological protection system removing the state of the metal flexible net;
图中标记为:防护体1、锚杆11、金属柔性网12、植生袋13、植生袋单体131、横向连接部132、纵向连接部133、装填口134、加固绳14、拉环15、连接环16、客土基质17、边坡3、植生袋空间4。The marks in the figure are: protective body 1, anchor rod 11, metal flexible net 12, plant bag 13, plant bag unit 131, transverse connection part 132, longitudinal connection part 133, filling port 134, reinforcement rope 14, pull ring 15, Connecting ring 16, guest soil matrix 17, side slope 3, vegetation bag space 4.
具体实施方式Detailed ways
下面结合附图和具体实施方式对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.
如图1至图4所示:边坡生态防护系统包括多个防护体1,防护体1包括植生袋13、加固绳14、金属柔性网12和至少三个锚杆11,锚杆11锚固在边坡3上,各锚杆11之间形成植生袋空间4,加固绳14与锚杆11连接并围绕植生袋空间4,金属柔性网12展开设置并与加固绳14连接,植生袋13位于植生袋空间4内并位于边坡3与金属柔性网12之间,植生袋13上设置有装填口134,植生袋13内装填有客土基质17,植生袋13与锚杆11连接,金属柔性网12压紧植生袋13;各防护体1紧密排布形成覆盖边坡3的生态防护系统。As shown in Figures 1 to 4: the slope ecological protection system includes a plurality of protective bodies 1, and the protective body 1 includes a vegetation bag 13, a reinforcement rope 14, a metal flexible net 12 and at least three anchor rods 11, and the anchor rods 11 are anchored on On the slope 3, a vegetation bag space 4 is formed between each anchor rod 11, the reinforcement rope 14 is connected with the anchor rod 11 and surrounds the vegetation bag space 4, the metal flexible net 12 is deployed and connected with the reinforcement rope 14, and the vegetation bag 13 is located in the vegetation bag space 4. The bag space 4 is located between the side slope 3 and the metal flexible net 12, the planting bag 13 is provided with a filling port 134, and the planting bag 13 is filled with guest soil matrix 17, and the planting bag 13 is connected with the anchor rod 11, and the metal flexible net 12 Compress the planting bag 13; each protective body 1 is closely arranged to form an ecological protection system covering the slope 3.
本发明防护体1覆盖边坡,对存在潜在坡面地质灾害的高陡岩质边3坡具有加固作用。植生袋13能够长出植物,能对高陡岩质边坡3进行生态修复,复绿,同时金属柔性网12对附着在岩壁上的生长植被也有稳定作用。可见本申请边坡3的加固与生态修复有机结合,能够对边坡3起到很好的生态防护作用。The protection body 1 of the present invention covers the side slope, and has the effect of reinforcing the high and steep rocky side slope with potential geological hazards on the slope surface. The vegetation bag 13 can grow plants, and can carry out ecological restoration and regreening of the high and steep rocky slope 3. Meanwhile, the metal flexible net 12 also has a stabilizing effect on the growing vegetation attached to the rock wall. It can be seen that the reinforcement of the slope 3 of the present application is organically combined with ecological restoration, which can play a very good role in ecological protection of the slope 3 .
为了简化锚杆11的排布,便于施工,防护体1包括四个锚杆11,四个锚杆11之间形成矩形的植生袋空间4,植生袋13的形状为矩形。锚杆11的横向间距优选为3~4米,纵向间距优选为1~2米,锚杆11为现有锚杆,可以是刚性锚杆,优选为柔性锚杆。植生袋13四边与加固绳14的间距优选为0.2~0.3米,从而预留植被冠径生长辐射区。In order to simplify the arrangement of the anchor rods 11 and facilitate construction, the protection body 1 includes four anchor rods 11, and a rectangular vegetation bag space 4 is formed between the four anchor rods 11, and the shape of the vegetation bag 13 is rectangular. The transverse spacing of the anchor rods 11 is preferably 3-4 meters, and the longitudinal spacing is preferably 1-2 meters. The anchor rods 11 are existing anchor rods, which may be rigid anchor rods, preferably flexible anchor rods. The distance between the four sides of the planting bag 13 and the reinforcement rope 14 is preferably 0.2-0.3 meters, so as to reserve the vegetation crown growth radiation area.
植生袋13优选由无纺布制成。无纺布是一种非织造布,它直接利用聚丙烯或者聚酯纤维等高聚物切片、短纤维或长丝通过各种纤网成形方法和固结技术形成的具有柔软、透气和平面结构的新型纤维制品。植生袋13由无纺布制成具有可以透水保土,抗紫外线老化,材料强度柔韧性好等优点。The planting bag 13 is preferably made of non-woven fabric. Non-woven fabric is a kind of non-woven fabric, which directly uses high polymer chips such as polypropylene or polyester fibers, short fibers or filaments to form soft, breathable and planar structures through various web forming methods and consolidation techniques. new fiber products. The plant growth bag 13 is made of non-woven fabric and has the advantages of being able to permeate water and retain soil, anti-ultraviolet aging, and good material strength and flexibility.
若植生袋13只有一个客土基质17的容纳空间,则该空间较大,客土基质易集中到植生袋13下部。为了使客土基质17在植生袋13内均匀分布,植生袋13上具有横向连接部132和纵向连接部133,横向连接部132和纵向连接部133将植生袋13分隔为多个植生袋单体131。为了能够向植生袋单体131内装填客土基质17,每个植生袋单体131上应设置有装填口134。If the vegetation bag 13 has only one accommodation space for the guest soil matrix 17, then the space is relatively large, and the guest soil matrix is easy to concentrate in the plant bag 13 bottom. In order to make the alien soil matrix 17 evenly distributed in the planting bag 13, the planting bag 13 has a transverse connecting portion 132 and a longitudinal connecting portion 133, and the transverse connecting portion 132 and the longitudinal connecting portion 133 separate the planting bag 13 into a plurality of planting bag monomers 131. In order to be able to fill the guest soil matrix 17 into the planting bag unit 131 , each planting bag unit 131 should be provided with a filling port 134 .
相邻防护体1可共享锚杆11。多个相邻防护体1的金属柔性网12制成一体,即多个防护体1可共用一片较大的金属柔性网12。Adjacent protective bodies 1 can share anchor rods 11 . The metal flexible nets 12 of a plurality of adjacent protective bodies 1 are integrated, that is, a plurality of protective bodies 1 can share a large metal flexible net 12 .
锚杆11与加固绳14和植生袋13连接的具体方式优选如下:锚杆11端部设置有拉环15,加固绳14穿过拉环15,植生袋13边缘通过连接环16与拉环15连接。加固绳14可以只有一根,也可以分几段,例如加固绳14包括横向加固绳和纵向加固绳。金属柔性网12可采用缝合绳与加固绳14连接。加固绳14可以是钢丝绳。The concrete mode that the anchor rod 11 is connected with the reinforcing rope 14 and the planting bag 13 is preferably as follows: the anchor rod 11 end is provided with a draw ring 15, the reinforcing rope 14 passes through the draw ring 15, and the edge of the plant growing bag 13 passes through the connecting ring 16 and the draw ring 15 connect. The reinforcement rope 14 can be only one, and can also be divided into several sections, for example, the reinforcement rope 14 includes a transverse reinforcement rope and a longitudinal reinforcement rope. The metal flexible mesh 12 can be connected with the reinforcement rope 14 by using sewing ropes. The reinforcement rope 14 may be a steel wire rope.
客土基质17可以包括土壤、种子、肥料、保水剂、有机物和稳定剂,各组分应均匀混合。种子应选用适合当地生长的植物种子。The guest soil matrix 17 may include soil, seeds, fertilizers, water-retaining agents, organic matter and stabilizers, and the components should be evenly mixed. Seeds should be selected from plant seeds suitable for local growth.
边坡生态防护系统施工方法包括以下步骤:A、在边坡3上锚入锚杆11,至少三个锚杆11形成一组锚杆11,一组锚杆之间形成植生袋空间4;B、在锚杆11上连接加固绳14,加固绳14与植生袋空间4一一对应并围绕对应的植生袋空间4;C、沿边坡3自上而下铺设植生袋13,一个植生袋空间4内设置一个植生袋13,植生袋13与锚杆11连接,植生袋13上设置有装填口134;D、沿边坡3自上而下铺设金属柔性网12,金属柔性网12覆盖植生袋13,金属柔性网12与加固绳14连接;E、通过金属柔性网12的网孔和装填口134向植生袋13内装填客土基质17。The construction method of the slope ecological protection system includes the following steps: A. Anchoring anchor rods 11 on the slope 3, at least three anchor rods 11 form a group of anchor rods 11, and a vegetation bag space 4 is formed between a group of anchor rods; B. 1. Connect the reinforcement rope 14 on the anchor rod 11, the reinforcement rope 14 corresponds to the vegetation bag space 4 one by one and surrounds the corresponding vegetation bag space 4; C, lay the vegetation bag 13 from top to bottom along the side slope 3, and a vegetation bag space 4 A planting bag 13 is arranged inside, and the planting bag 13 is connected with the anchor rod 11, and a filling port 134 is arranged on the planting bag 13; D, a metal flexible net 12 is laid from top to bottom along the side slope 3, and the metal flexible net 12 covers the planting bag 13, The metal flexible net 12 is connected with the reinforcing rope 14; E, filling the guest soil matrix 17 in the planting bag 13 through the mesh of the metal flexible net 12 and the filling port 134.
本申请先铺设并固定好植生袋13和金属柔性网12,再进行客土基质17装填,相对背景技术的引证专利施工更加简单,经济。由于不存在植生袋堆码,不存在植生袋垮塌问题,施工和使用中更加可靠,更加适应高陡岩质边坡这一地形。In the present application, the planting bag 13 and the metal flexible net 12 are laid and fixed first, and then the foreign soil matrix 17 is filled. Compared with the cited patent construction of the background technology, the construction is simpler and more economical. Since there is no stacking of vegetation bags and no collapse of vegetation bags, it is more reliable in construction and use, and is more suitable for the terrain of high and steep rocky slopes.
步骤A进行前应清除坡面防护区域内威胁施工安全的浮土及浮石,对不利于施工安装和影响系统安装后正常功能发挥的局部地形(局部堆积体和凸起体等)进行适当修整。步骤A中,可通过放线测量确定锚杆孔位,根据地形条件,孔间距可有0.3m的调整量,在孔间距允许的调整量范围内,尽可能将锚杆孔位选定在天然低凹处。按设计深度钻凿锚杆孔并清孔,孔径不应小于在确保锚杆11与水平面的夹角不小于15°的前提下应尽可能垂直于边坡3。锚杆孔打好后,浆并插入锚杆11。应采用强度等级不低于M20的水泥砂浆或水泥浆,确保浆液饱满,在进行下一道工序前注浆体养护不少于三天。Before step A, the floating soil and pumice that threaten the construction safety in the slope protection area should be removed, and the local terrain (local accumulations and protrusions, etc.) that are not conducive to construction and installation and affect the normal function of the system after installation should be properly trimmed. In step A, the position of the bolt hole can be determined by setting out the line. According to the terrain conditions, the hole spacing can be adjusted by 0.3m. Within the allowable adjustment range of the hole spacing, the bolt hole position should be selected as natural Dimples. Drill the bolt hole according to the design depth and clean the hole, the hole diameter should not be less than Under the premise of ensuring that the angle between the anchor rod 11 and the horizontal plane is not less than 15°, it should be as perpendicular to the side slope 3 as possible. After the bolt holes are drilled, slurry and insert the bolt 11. Cement mortar or cement slurry with a strength grade not lower than M20 should be used to ensure that the slurry is full, and the grouting body should be cured for no less than three days before the next process.
步骤B中,可采用现有绳卡参与固定加固绳14。步骤C中,必要时,还可增设临时短锚杆固定植生袋13。步骤E中,客土基质17装填时,可拉起金属柔性网12,避免金属柔性网12压住植生袋13影响装填,并可利用漏斗进行装填。装填后,金属柔性网12回弹可起到压紧植生袋13的作用。In step B, existing rope clips can be used to fix the reinforcement rope 14 . In step C, if necessary, a temporary short anchor rod can also be added to fix the planting bag 13 . In step E, when filling the guest soil matrix 17, the metal flexible mesh 12 can be pulled up to prevent the metal flexible mesh 12 from pressing the planting bag 13 to affect the filling, and a funnel can be used for filling. After filling, the metal flexible net 12 rebounds and can play the role of compressing the planting bag 13 .
Claims (8)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910892651.9A CN110593281B (en) | 2019-09-20 | 2019-09-20 | High and steep rock slope ecological protection system and its construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910892651.9A CN110593281B (en) | 2019-09-20 | 2019-09-20 | High and steep rock slope ecological protection system and its construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
CN110593281A true CN110593281A (en) | 2019-12-20 |
CN110593281B CN110593281B (en) | 2025-01-21 |
Family
ID=68861946
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910892651.9A Active CN110593281B (en) | 2019-09-20 | 2019-09-20 | High and steep rock slope ecological protection system and its construction method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110593281B (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112663628A (en) * | 2020-11-04 | 2021-04-16 | 北京林业大学 | Anchor rod-ecological rod combined structure system for ecological restoration of steep rock slope |
CN112663629A (en) * | 2020-11-04 | 2021-04-16 | 北京林业大学 | Anchor rod-ecological long bag combined structure system for ecological restoration of steep rock slope |
CN113186950A (en) * | 2021-04-27 | 2021-07-30 | 福建永宏建设工程有限公司 | Ecological protection construction method for high fill slope |
CN114642134A (en) * | 2022-02-15 | 2022-06-21 | 东南大学 | A sustainable flexible slope protection method and system for planting and greening of high and steep slopes of pi sandstone |
CN115324080A (en) * | 2022-08-17 | 2022-11-11 | 国网安徽省电力有限公司建设分公司 | A multifunctional intelligent open-air rock slope repair system |
CN117306553A (en) * | 2023-09-28 | 2023-12-29 | 重庆地质矿产研究院 | Slope environment-friendly ecological protection method |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20130097927A1 (en) * | 2007-08-14 | 2013-04-25 | Yushun Chang | Reinforced slope planting structure |
CN205475263U (en) * | 2015-12-31 | 2016-08-17 | 马钢(集团)控股有限公司 | High steep slope planting structure of open -air metallic ore |
CN205636764U (en) * | 2016-05-27 | 2016-10-12 | 中国电建集团铁路建设有限公司 | High cliff matter slope planting protective structure |
CN109853593A (en) * | 2019-03-22 | 2019-06-07 | 浙江交工集团股份有限公司 | A kind of protection of greening high precipitous rock slope and construction method |
CN211849496U (en) * | 2019-09-20 | 2020-11-03 | 布鲁克(成都)工程有限公司 | High steep rock slope ecological protection system |
-
2019
- 2019-09-20 CN CN201910892651.9A patent/CN110593281B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20130097927A1 (en) * | 2007-08-14 | 2013-04-25 | Yushun Chang | Reinforced slope planting structure |
CN205475263U (en) * | 2015-12-31 | 2016-08-17 | 马钢(集团)控股有限公司 | High steep slope planting structure of open -air metallic ore |
CN205636764U (en) * | 2016-05-27 | 2016-10-12 | 中国电建集团铁路建设有限公司 | High cliff matter slope planting protective structure |
CN109853593A (en) * | 2019-03-22 | 2019-06-07 | 浙江交工集团股份有限公司 | A kind of protection of greening high precipitous rock slope and construction method |
CN211849496U (en) * | 2019-09-20 | 2020-11-03 | 布鲁克(成都)工程有限公司 | High steep rock slope ecological protection system |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112663628A (en) * | 2020-11-04 | 2021-04-16 | 北京林业大学 | Anchor rod-ecological rod combined structure system for ecological restoration of steep rock slope |
CN112663629A (en) * | 2020-11-04 | 2021-04-16 | 北京林业大学 | Anchor rod-ecological long bag combined structure system for ecological restoration of steep rock slope |
CN113186950A (en) * | 2021-04-27 | 2021-07-30 | 福建永宏建设工程有限公司 | Ecological protection construction method for high fill slope |
CN113186950B (en) * | 2021-04-27 | 2022-06-14 | 福建永宏建设工程有限公司 | Ecological protection construction method for high fill slope |
CN114642134A (en) * | 2022-02-15 | 2022-06-21 | 东南大学 | A sustainable flexible slope protection method and system for planting and greening of high and steep slopes of pi sandstone |
CN115324080A (en) * | 2022-08-17 | 2022-11-11 | 国网安徽省电力有限公司建设分公司 | A multifunctional intelligent open-air rock slope repair system |
CN117306553A (en) * | 2023-09-28 | 2023-12-29 | 重庆地质矿产研究院 | Slope environment-friendly ecological protection method |
Also Published As
Publication number | Publication date |
---|---|
CN110593281B (en) | 2025-01-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110593281B (en) | High and steep rock slope ecological protection system and its construction method | |
CN106900342B (en) | Integrated semi-lithologic high slope vegetation reconstruction protection method | |
CN105484275B (en) | Reinforced anchoring ecological restoration system for high and steep slag-discarding side slope of wind power plant in mountainous area | |
CN107893422B (en) | A kind of reinforcement type ecological slope protection structure and its construction method | |
CN109723068B (en) | Steep concrete frame beam slope protection system and construction method conducive to the growth of slope vegetation | |
CN101818499A (en) | Revegetation system on steep rocky slopes and implementing method thereof | |
CN206736931U (en) | Highway Lithological Slope liana ecological safeguard structure | |
CN207295737U (en) | Suitable for the ecological revetment system in plateau mountainous region | |
CN110106894B (en) | Slope protection device | |
CN211849496U (en) | High steep rock slope ecological protection system | |
CN109594567A (en) | A kind of shotcrete protection rock slope ecological safeguard structure arrangement and its method | |
CN210031857U (en) | Ecological embankment side slope structure | |
CN103362135B (en) | Fang Beng hilllock, protect water and soil net grass bank protection | |
CN112144552A (en) | Damaged mountain ecological vegetation restoration structure, implementation method and application thereof | |
CN207348021U (en) | A kind of earth working material complex ecological bank protection structure | |
CN211531989U (en) | A plant living bag and restore domatic system for ecological bank protection | |
CN211621621U (en) | Plant biological bag protection device for high and steep rocky slope | |
CN103828633A (en) | Vegetation bag slope protection vegetation restoration method and structure | |
CN114032927A (en) | Construction Method of Vegetation Restoration for Water-holding and Soil-fixing on Slope Wounds | |
CN204023588U (en) | A kind of pervious ecological protective slope structure | |
CN207392142U (en) | A kind of flexible cladding Soil-nailed slope protection system | |
CN212477763U (en) | Slope structure for greening | |
CN206189418U (en) | Short silk adds muscle ecological grass and irritates blanket bank protection | |
CN111501667B (en) | Ecological slope protection structure for hydraulic engineering | |
CN114991176A (en) | Highway, railway or massif bank protection structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
CB02 | Change of applicant information |
Address after: 530029 No. 2 Xinxing Road, Qingxiu District, Nanning City, Guangxi Zhuang Autonomous Region Applicant after: Guangxi geological disaster prevention engineering exploration and Design Institute Applicant after: Geobrugg (Chengdu) Co.,Ltd. Applicant after: Chengdu tielishi Engineering Technology Co.,Ltd. Address before: 611731 Brook (Chengdu) Engineering Co., Ltd., West District of Chengdu High-tech Industrial Development, Sichuan Province Applicant before: Geobrugg (Chengdu) Co.,Ltd. Applicant before: Guangxi geological disaster prevention engineering exploration and Design Institute Applicant before: Chengdu tielishi Engineering Technology Co.,Ltd. |
|
CB02 | Change of applicant information | ||
CB03 | Change of inventor or designer information |
Inventor after: Zhu Zhen Inventor after: Liu Zhenyu Inventor after: Wang Xiaohua Inventor after: Kang Bo Inventor after: Wu Zhiguo Inventor after: Xu Min Inventor before: Kang Bo Inventor before: Zhu Zhen Inventor before: Liu Zhenyu Inventor before: Wang Xiaohua Inventor before: Wu Zhiguo Inventor before: Xu Min |
|
CB03 | Change of inventor or designer information | ||
TA01 | Transfer of patent application right |
Effective date of registration: 20220208 Address after: 530029 No.2 Zhongxin Road, Qingxiu District, Nanning City, Guangxi Zhuang Autonomous Region Applicant after: Guangxi geological disaster prevention engineering exploration and Design Institute Applicant after: Brooke Engineering (Suzhou) Co.,Ltd. Applicant after: Chengdu tielishi Engineering Technology Co.,Ltd. Address before: 530029 No.2 Zhongxin Road, Qingxiu District, Nanning City, Guangxi Zhuang Autonomous Region Applicant before: Guangxi geological disaster prevention engineering exploration and Design Institute Applicant before: Geobrugg (Chengdu) Co.,Ltd. Applicant before: Chengdu tielishi Engineering Technology Co.,Ltd. |
|
TA01 | Transfer of patent application right | ||
GR01 | Patent grant | ||
GR01 | Patent grant |