CN116856437A - A mountain ecological restoration and management method - Google Patents

A mountain ecological restoration and management method Download PDF

Info

Publication number
CN116856437A
CN116856437A CN202310916775.2A CN202310916775A CN116856437A CN 116856437 A CN116856437 A CN 116856437A CN 202310916775 A CN202310916775 A CN 202310916775A CN 116856437 A CN116856437 A CN 116856437A
Authority
CN
China
Prior art keywords
slope
mountain
top platform
lattice beams
ecological
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.)
Pending
Application number
CN202310916775.2A
Other languages
Chinese (zh)
Inventor
王松
蒋旭辉
柯胜金
张喜
王瑞琼
刘宏涛
宋利平
薛潇
罗樟
周尧
邹鹏
何家骏
周梦雪
赵月
朱元浩
谢开骥
黄昱
李勇志
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chongqing Institute of Green and Intelligent Technology of CAS
Wuhan Botanical Garden of CAS
PowerChina Chongqing Engineering Corp Ltd
Original Assignee
Chongqing Institute of Green and Intelligent Technology of CAS
Wuhan Botanical Garden of CAS
PowerChina Chongqing Engineering Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Chongqing Institute of Green and Intelligent Technology of CAS, Wuhan Botanical Garden of CAS, PowerChina Chongqing Engineering Corp Ltd filed Critical Chongqing Institute of Green and Intelligent Technology of CAS
Priority to CN202310916775.2A priority Critical patent/CN116856437A/en
Publication of CN116856437A publication Critical patent/CN116856437A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/02Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/76Anchorings for bulkheads or sections thereof in as much as specially adapted therefor

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)
  • Cultivation Of Plants (AREA)

Abstract

The invention discloses a mountain ecological restoration treatment method, which comprises the steps of dividing a mountain to be restored according to height and gradient, wherein the mountain at least comprises a top platform, a slope and/or a slope toe; the gradient of the top platform is adjusted and the top platform is repaired; pouring lattice beams and carrying out vegetation planting on the processed slope based on the lattice beams; constructing a toe and communicating the lattice beams. Compared with the prior art, the invention has the dual functions of stabilizing the side slope and ecologically coordinating, so that the landslide and the water and soil loss risk are lower, and the plants do not need to be frequently fertilized and watered manually, thereby effectively saving the labor cost.

Description

一种山体生态修复治理方法A mountain ecological restoration and management method

技术领域Technical field

本发明涉及生态修复治理技术领域,特别是涉及一种山体生态修复治理方法。The present invention relates to the technical field of ecological restoration and management, and in particular to a mountain ecological restoration and management method.

背景技术Background technique

随着我国城镇化进程的推进,在一些山地区域,城镇建设、公路修建、采矿采石等工程难以避免在施工过程中会对山体进行破坏,使得一些山体出现塌线、裂隙等,如此,原本坡度较缓的山体成为陡峭山壁,山体上的原有植被被严重破坏,使得在雨季极易发生山体崩塌、滑坡等地质灾害,不仅造成交通堵塞、矿厂停工,严重的甚至造成人员伤亡。With the advancement of urbanization in our country, in some mountainous areas, urban construction, highway construction, mining and quarrying and other projects will inevitably damage the mountains during the construction process, causing collapses, cracks, etc. in some mountains. In this way, originally The gentle slope of the mountain has turned into a steep mountain wall, and the original vegetation on the mountain has been severely damaged, making it easy for geological disasters such as mountain collapse and landslides to occur during the rainy season. This not only causes traffic jams, shutdown of mining plants, but also serious casualties.

现有对被破坏的山体进行修复的方法,一类方法主要有挂网喷播技术、植生袋技术。但这两种技术虽然能够在短时间内具有较好的复绿山体效果,但是采用该些技术大多的大多植物都生长在面层,其根系不能深入山体内缝隙内,需要长时间人工维护,否则几年内即恢复至修复之前,无法达到真正意义上的山体生态修复治理,费时费力且不能够达到良好的长期效果。另一类方法主要有采用石灰岩在边坡进行洒水压实后开挖种植穴,并在种植穴内进行植被种植,但由于坡面环境各异,不存在一个统一的生态环境,植物存活率不高,同时,土壤无法很好的固定,仍存在进一步流失的风险,生态系统较脆弱,并且挖穴的工程量巨大,费时费力。There are existing methods for repairing damaged mountains. The first type of methods mainly includes hanging net spraying technology and planting bag technology. Although these two technologies can have a good effect of regreening the mountain in a short time, most of the plants using these technologies grow on the surface layer, and their root systems cannot penetrate deep into the gaps in the mountain body, requiring long-term manual maintenance. Otherwise, it will be restored to the state before restoration within a few years, and it will be impossible to achieve true ecological restoration and management of the mountain, which is time-consuming and labor-intensive and cannot achieve good long-term results. Another type of method mainly uses limestone to sprinkle water and compact it on the slope, then dig planting holes, and plant vegetation in the planting holes. However, due to the different slope environments, there is no unified ecological environment, and the plant survival rate is not high. , at the same time, the soil cannot be fixed well, there is still a risk of further loss, the ecosystem is fragile, and the digging project is huge, time-consuming and labor-intensive.

发明内容Contents of the invention

有鉴于此,本发明的目的在于提供一种山体生态修复治理方法,以解决现有技术中植物生长在表层其根系无法深入山体缝隙导致多年后恢复至修复前以及生态环境不稳定导致的植物存活率不高、土壤流失的问题。In view of this, the purpose of the present invention is to provide a mountain ecological restoration and management method to solve the problem in the prior art that plants grow on the surface and their roots cannot penetrate deep into the gaps in the mountain, resulting in the restoration to pre-repair levels after many years and the instability of the ecological environment. The rate is low and soil erosion is a problem.

为达到上述目的,本发明的一技术方案提供一种山体生态修复治理方法,包括以下步骤:In order to achieve the above object, a technical solution of the present invention provides a mountain ecological restoration and management method, which includes the following steps:

对待修复的山体按照高度及坡度进行划分,其中,所述山体至少包括顶部平台、斜坡和/或坡脚;The mountain to be repaired is divided according to height and slope, where the mountain at least includes a top platform, slopes and/or slope toes;

调整顶部平台的坡度并对顶部平台进行修复;Adjust the slope of the top platform and make repairs to the top platform;

浇筑格构梁并基于所述格构梁在处理后的斜坡上进行植被建植;Pouring lattice beams and planting vegetation on the treated slope based on the lattice beams;

修筑坡脚并连通所述格构梁。Build the foot of the slope and connect the lattice beams.

进一步的,在所述对待修复的山体按照高度及坡度进行划分的步骤之后,还包括以下步骤:Further, after the step of dividing the mountain to be repaired according to height and slope, the following steps are also included:

施工准备并确定顶部平台、斜坡及坡脚的开挖边界,基于所述开挖边界平整坡面。The construction prepares and determines the excavation boundaries of the top platform, slope and slope foot, and smoothes the slope based on the excavation boundaries.

进一步的,在所述调整顶部平台的坡度并对顶部平台进行修复的步骤中,修复顶部平台的具体方法为:Further, in the steps of adjusting the slope of the top platform and repairing the top platform, the specific method of repairing the top platform is:

对山体的顶部平台的堆体进行平整,调整顶部平台的坡度;并在调整后的顶部平台上按照设计位置开挖排水沟和导流渠,并将各排水沟引流至导流渠内后汇流至指定区域。Level the pile on the top platform of the mountain and adjust the slope of the top platform; excavate drainage ditches and diversion canals on the adjusted top platform according to the designed position, and guide the drainage ditches into the diversion canal before converging. to the designated area.

进一步的,在所述浇筑格构梁并基于所述格构梁在处理后的斜坡上进行植被建植的步骤中,包括以下子步骤:Further, in the step of pouring lattice beams and planting vegetation on the treated slope based on the lattice beams, the following sub-steps are included:

在斜坡的边坡上设计并浇筑格构梁以及安装支撑锚杆板并进行养护;Design and pour lattice beams on the slope sides and install and maintain supporting anchor plates;

基于浇筑的格构梁确定回填区域,待格构梁养护完成后,在所述回填区域内回填营养土后夯实;Determine the backfill area based on the poured lattice beams. After the maintenance of the lattice beams is completed, backfill the nutrient soil in the backfill area and compact it;

基于回填区域在所述营养土上浇筑生态混凝土并进行养护;Pour ecological concrete on the nutrient soil based on the backfill area and maintain it;

待生态混凝土养护完成后,在所述生态混凝土上进行植被建植。After the ecological concrete curing is completed, vegetation is planted on the ecological concrete.

进一步的,在所述在斜坡的边坡上设计并浇筑格构梁以及安装支撑锚杆板并进行养护的步骤中,所述格构梁包括若干交错设置的梁体,各梁体间间隔设置形成有若干露出山体的方格区域,所述方格区域为三角形、矩形、多边形中的一种或多种,所述锚杆板安装在各梁体交叉位置处。Further, in the steps of designing and pouring lattice beams on the slope of the slope and installing and maintaining support anchor plates, the lattice beams include a number of staggered beam bodies, each beam body is spaced apart A number of square grid areas are formed that expose the mountain. The grid areas are one or more of triangles, rectangles, and polygons. The anchor plates are installed at the intersections of each beam body.

进一步的,在基于浇筑的格构梁确定回填区域,待格构梁养护完成后,在所述回填区域内回填营养土后夯实的步骤中,所述营养土采用以下方法制备得到:Further, in the step of determining the backfill area based on the poured lattice beams, and after the maintenance of the lattice beams is completed, backfilling the backfill area with nutrient soil and then compacting it, the nutrient soil is prepared using the following method:

将饼肥和家禽粪便按照第一预设份数比进行混合并发酵后得到发酵原料,再将所述发酵原料与待修复区域的原土或泥炭土按照第二预设份数比进行混合后得到所述营养土。The cake fertilizer and poultry manure are mixed and fermented according to a first preset ratio to obtain fermentation raw materials, and then the fermentation raw materials are mixed with the original soil or peat soil of the area to be repaired according to a second preset ratio to obtain The nutrient soil.

进一步的,在基于浇筑的格构梁确定回填区域,待格构梁养护完成后,在所述回填区域内回填营养土后夯实的步骤中,所述营养土的回填厚度为30cm~50cm,所述营养土的夯实系数为0.9~0.95。Further, in the step of determining the backfill area based on the poured lattice beams, after the maintenance of the lattice beams is completed, backfilling the nutrient soil in the backfill area and then compacting it, the backfill thickness of the nutrient soil is 30cm to 50cm, so The compaction coefficient of the nutrient soil is 0.9 to 0.95.

进一步的,在基于回填区域在所述营养土上浇筑生态混凝土并进行养护的步骤中,所述生态混凝土采用粒径为20cm~40cm的集料浇筑得到,所述生态混凝土的浇筑厚度为10cm~15cm。Further, in the step of pouring ecological concrete on the nutrient soil based on the backfill area and maintaining it, the ecological concrete is poured using aggregates with a particle size of 20cm to 40cm, and the pouring thickness of the ecological concrete is 10cm to 40cm. 15cm.

进一步的,在待生态混凝土养护完成后,在所述生态混凝土上进行植被建植的步骤中,采用铺种草坪的方式和/或按克重10g/平方米~20g/平方米播撒种子的方式进行植被建植,并在建植完成后对植物进行喷洒养护。Further, after the ecological concrete curing is completed, in the step of planting vegetation on the ecological concrete, the method of spreading lawns and/or sowing seeds with a weight of 10g/square meter to 20g/square meter is used. Carry out vegetation establishment and spray and maintain the plants after the establishment is completed.

进一步的,在待生态混凝土养护完成后,在所述生态混凝土上进行植被建植的步骤中,所述植被选用的植物为草本、藤本或小灌木中的一种或多种。Further, in the step of planting vegetation on the ecological concrete after the ecological concrete curing is completed, the plants selected for the vegetation are one or more of herbs, vines or small shrubs.

本发明通过对山体类型进行划分,根据不同的山体类型进行对应的修复,能够使山体在修复后更加稳定,以降低山体滑坡、水土流失的风险;并且,通过在斜坡上浇筑格构梁并在格构梁内进行植被的铺种、移栽或播撒,格构梁能够配合锚杆板对山体进一步加固,而植被铺种、移栽或播撒在格构梁限定的方格区域内,兼具稳固边坡和生态协调双重作用,使得山体滑坡、水土流失的风险更低。By dividing the mountain types and performing corresponding repairs according to different mountain types, the present invention can make the mountain more stable after repair to reduce the risk of landslides and soil erosion; and by pouring lattice beams on the slopes and placing them on Vegetation is seeded, transplanted or sown in the lattice beams. The lattice beams can be used with anchor plates to further strengthen the mountain. The vegetation is seeded, transplanted or sown in the square area limited by the lattice beams. It has both The dual functions of stabilizing slopes and ecological coordination reduce the risk of landslides and soil erosion.

附图说明Description of the drawings

图1为本发明的一种山体生态修复治理方法的流程图。Figure 1 is a flow chart of a mountain ecological restoration and management method according to the present invention.

图2为步骤S4的流程图。Figure 2 is a flow chart of step S4.

具体实施方式Detailed ways

下面通过具体实施方式进一步详细说明:The following is further detailed through specific implementation methods:

请参考图1,为本发明的一种山体生态修复治理方法的流程图。本发明的一种山体生态修复治理方法具体包括以下步骤:Please refer to Figure 1, which is a flow chart of a mountain ecological restoration and management method according to the present invention. A mountain ecological restoration and management method of the present invention specifically includes the following steps:

S1:确定待修复山体并对山体进行划分。S1: Determine the mountain to be repaired and divide the mountain.

具体的,确定待修复的山体类型,所述待修复的山体区域按照其类型可分为岩质型山体和土质型山体,再根据对应山体的高度及坡度,将待修复的山体区域划分为不同的高度和坡度类型的区域,以针对不同区域的特点对山体进行对应的修复。在本实施例中,所述山体按照不同区域划分至少包括顶部平台、斜坡和/或坡脚,所述顶部平台、斜坡和坡脚按照从高到低依次分布。Specifically, the type of mountain to be repaired is determined. The mountain area to be repaired can be divided into rock type mountain and soil type mountain according to its type, and then the mountain area to be repaired is divided into different types according to the height and slope of the corresponding mountain. Areas with different height and slope types to carry out corresponding restoration of the mountain according to the characteristics of different areas. In this embodiment, the mountain is divided into different areas and includes at least a top platform, a slope and/or a slope foot, and the top platform, slopes and slope feet are distributed in order from high to low.

S2:山体修复施工前的准备。S2: Preparation before mountain restoration construction.

在进行山体修复前,首先,对待修复的山体区域进行测量放线,并根据设计的开挖深度及边坡坡度确定顶部平台、斜坡以及坡脚开挖边界;在本实施例中,所述开挖深度和边坡坡度根据对应山体的施工图纸确定。然后,基于确定的开挖边界对所述顶部平台、斜坡以及坡脚进行坡面平整,在平整坡面的过程中,为方便土方或石方的清理及运输,可根据从高到低、从上到下和/或从内到外的方式进行平整。Before carrying out mountain repair, first, measure and lay out the mountain area to be repaired, and determine the top platform, slope and slope toe excavation boundaries according to the designed excavation depth and slope slope; in this embodiment, the excavation The excavation depth and side slope slope are determined according to the construction drawings of the corresponding mountain. Then, the top platform, slope and slope foot are leveled based on the determined excavation boundary. In the process of leveling the slope, in order to facilitate the cleaning and transportation of earthwork or stone, the top platform, slope and slope foot can be leveled according to the order from high to low and from high to low. Level from top to bottom and/or from the inside out.

S3:对山体的顶部平台进行修复。S3: Repair the top platform of the mountain.

通过对山体的顶部平台进行修复以调整顶部平台的坡度,进而在雨季或发生地震等自然灾害时,能够及时将雨水引流以降低山体整体的负荷以及避免顶部平台上的泥土或石块在发生灾害时掉落至坡脚以阻断交通等。By repairing the top platform of the mountain to adjust the slope of the top platform, rainwater can be diverted in time during the rainy season or natural disasters such as earthquakes to reduce the overall load on the mountain and avoid disasters caused by mud or stones on the top platform. Sometimes it falls to the foot of the slope to block traffic, etc.

具体的,首先,对山体的顶部平台的堆体削减加固,以调整顶部平台的坡度;在本实施例中,对顶部平台进行平整时,对于一些坡度较缓或者体积较小的堆体,可对其进行整体削除,并将削除后的土块或石块就近填埋于低洼区域内,减少土块或石块向外运输,而对于一些坡度较陡或体积较大的堆体,可对其进行局部削除后根据堆体高度将其堆砌成多层平台后利用防护网或者混凝土加固,以降低施工难度以及减少废弃土块或石块的产生。然后,根据设计的排水沟和导流渠位置在平整后的顶部平台上开挖排水沟和导流渠,并将各排水沟引流至导流渠内后汇流至指定区域,以便于顶部平台上的积水及时引流至指定区域,避免山体积水下渗以及积水过多增加山体的整体负荷;在本实施例中,积水引流至导流渠后可就近汇流至附近的河流中或者排至附近水处理工厂内进行处理等。Specifically, first, the piles on the top platform of the mountain are reduced and reinforced to adjust the slope of the top platform; in this embodiment, when the top platform is leveled, some piles with a gentle slope or a small volume can be Cut it off as a whole, and bury the removed soil or stones in a nearby low-lying area to reduce the outward transportation of soil or stones. For some piles with steeper slopes or larger volumes, they can be After partial removal, the piles are piled into a multi-layer platform according to the height of the pile and then reinforced with protective nets or concrete to reduce the difficulty of construction and the generation of waste soil or stones. Then, according to the designed positions of the drainage ditches and diversion ditches, excavate drainage ditches and diversion ditches on the flattened top platform, and guide the drainage ditches into the diversion ditches and then merge them into the designated areas to facilitate the installation on the top platform. The accumulated water in the mountain can be diverted to designated areas in a timely manner to avoid seepage of mountain water and excessive accumulation of water that increases the overall load of the mountain. In this embodiment, after the accumulated water is diverted to the diversion channel, it can be merged into a nearby river or discharged. Go to a nearby water treatment plant for treatment, etc.

S4:基于格构梁对山体的斜坡进行修复。S4: Repair the mountain slope based on lattice beams.

在平整后的斜坡上浇筑格构梁,以对斜坡进行支撑和加固,再基于所述格构梁限定的方格区域对斜坡的土体进行处理后,进行植被建植,以修复受损山体的生态环境。Lattice beams are poured on the leveled slope to support and reinforce the slope, and then the soil of the slope is processed based on the square area defined by the lattice beams, and vegetation is planted to repair the damaged mountain. ecological environment.

请参考图2,所述步骤S4包括以下步骤:Please refer to Figure 2, the step S4 includes the following steps:

S41:浇筑格构梁并养护。S41: Pour the lattice beams and maintain them.

首先,根据斜坡边坡的高度、宽度及倾斜程度设计格构梁的形状和位置,并根据设计的格构梁进行支模后利用混凝土浇筑成型,待养护后脱模;在本实施例中,所述格构梁包括若干交错设置的梁体,各梁体间间隔设置形成有若干露出山体的方格区域,所述方格区域为三角形、矩形、多边形中的一种或多种,以通过各梁体对边坡进行支撑和加固,避免山体滑落。然后,在斜坡的边坡上设计并浇筑格构梁以及安装支撑锚杆板并进行养护,具体的,所述锚杆板安装在各梁体交叉位置处。在本实施例中,所述格构梁采用强度为C25或C30混凝土浇筑而成,其浇筑深度为40cm~50cm,采用覆膜养护7天~10天。First, the shape and position of the lattice beams are designed according to the height, width and inclination of the slope, and the designed lattice beams are formed according to the formwork and then poured with concrete, and then demoulded after curing; in this embodiment, The lattice beams include a number of staggered beam bodies, and a number of grid areas are formed at intervals between the beam bodies to expose the mountain. The grid areas are one or more of triangles, rectangles, and polygons to pass through. Each beam supports and reinforces the slope to prevent the mountain from sliding down. Then, the lattice beams are designed and poured on the side slope of the slope and the supporting anchor plates are installed and maintained. Specifically, the anchor plates are installed at the intersections of each beam body. In this embodiment, the lattice beam is cast with C25 or C30 concrete, with a pouring depth of 40cm to 50cm, and is cured with film covering for 7 to 10 days.

S42:在格构梁方格内回填种植营养土并夯实。S42: Backfill the lattice beam squares with nutrient soil and compact them.

具体的,根据浇筑的格构梁之梁体限定的方格区域确定回填区域,所述回填营养土厚度高于或等于格构梁的深度,待格构梁养护完成后,在所述回填区域内回填营养土后夯实,以为植株的生产提供养分,加速生态修复进程。Specifically, the backfill area is determined based on the grid area defined by the beam body of the poured lattice beam. The thickness of the backfill nutrient soil is higher than or equal to the depth of the lattice beam. After the maintenance of the lattice beam is completed, the backfill area is The interior is backfilled with nutrient soil and then compacted to provide nutrients for plant production and accelerate the ecological restoration process.

在本实施例中,所述营养土采用饼肥和家禽粪便按照第一预设份数比进行混合并发酵后得到发酵原料,再将所述发酵原料与待修复区域的原土或泥炭土按照第二预设份数比进行混合后得到所述营养土。具体实现时,所述饼肥和家禽粪便的第一预设份数比为9:1,所述发酵原料与原土或泥炭土的第二预设份数比为1:50;在进行营养土回填及夯实的过程中,所述营养土的回填厚度为30cm~50cm,所述营养土的夯实系数为0.9~0.95。In this embodiment, the nutrient soil is mixed with cake fertilizer and poultry manure according to a first preset ratio and fermented to obtain fermentation raw materials, and then the fermentation raw materials are mixed with the original soil or peat soil of the area to be repaired according to the first preset ratio. The nutrient soil is obtained after mixing two preset parts ratio. When implemented specifically, the first preset ratio of the cake fertilizer to poultry manure is 9:1, and the second preset ratio of the fermentation raw material to the original soil or peat soil is 1:50; during the nutrient soil During the backfilling and compaction process, the backfill thickness of the nutrient soil is 30 cm to 50 cm, and the compaction coefficient of the nutrient soil is 0.9 to 0.95.

S43:在营养土上浇筑生态混凝土并养护。S43: Pour ecological concrete on nutrient soil and maintain it.

当营养土回填夯实完成后,在所述回填区域的营养土上浇筑生态混凝土并进行养护,以为植株提供稳定的生长环境,并且生态混凝土覆盖在营养土上,使得营养土不易流失,能够长时间为植株的生长提供养分,无需人工频繁或长时间的养护。在本实施例中,所述生态混凝土采用粒径为20cm~40cm的集料浇筑得到,所述生态混凝土的浇筑厚度为10cm~15cm,生态混凝土的养护时间为7天~10天。本实施例采用粒径较大的生态混凝土作为面层,其具有较高的孔隙率且孔隙间相互连通,透水性和透气性良好,有利于植株根系的生长,且其与植株直接接触,使得植株根系能够直接穿过生态混凝土的孔隙而深入营养土甚至山体缝隙内,以增加植株的存活率以及对于山体的附着能力,进而提高生态修复效果。After the nutrient soil is backfilled and compacted, ecological concrete is poured on the nutrient soil in the backfill area and maintained to provide a stable growth environment for the plants. The ecological concrete covers the nutrient soil so that the nutrient soil is not easily lost and can be maintained for a long time. Provides nutrients for plant growth, eliminating the need for frequent or long-term artificial maintenance. In this embodiment, the ecological concrete is poured using aggregates with a particle size of 20 cm to 40 cm, the pouring thickness of the ecological concrete is 10 cm to 15 cm, and the curing time of the ecological concrete is 7 to 10 days. In this embodiment, ecological concrete with a larger particle size is used as the surface layer. It has high porosity and interconnected pores. It has good water and air permeability, which is conducive to the growth of plant roots, and it is in direct contact with the plant, so that Plant roots can directly pass through the pores of ecological concrete and penetrate deep into the nutrient soil and even into the gaps in the mountain to increase the plant's survival rate and adhesion to the mountain, thereby improving the ecological restoration effect.

S44:在生态混凝土上进行植被建植。S44: Plant vegetation on ecological concrete.

当生态混凝土养护完成后,在所述生态混凝土上进行植被建植。在本实施例中,所述植被选用的植物为草本、藤本或小灌木中的一种或多种,并在建植时,采用铺种草坪的方式和/或按克重10g/平方米~20g/平方米播撒种子的方式进行植被建植,并在建植完成后对植物进行喷洒养护,以促进植株根系深入生态混凝土及营养土中。After the ecological concrete curing is completed, vegetation is planted on the ecological concrete. In this embodiment, the plants selected for the vegetation are one or more types of herbs, vines or small shrubs, and during planting, the method of planting lawns and/or the weight of 10g/square meter to Plant the vegetation by sowing seeds at 20g/square meter, and spray and maintain the plants after the planting is completed to promote the root system of the plants to penetrate deep into the ecological concrete and nutrient soil.

S5:对坡脚进行构建。S5: Construct the foot of the slope.

具体的,采用混凝土对坡脚进行砌筑,并将坡脚与所述格构梁连通,使得坡脚与格构梁形成为一个整体,进而增加坡脚及格构梁的强度。在本实施例中,所述坡脚采用强度为C25或C30的混凝土砌筑而成。Specifically, concrete is used to build the slope foot, and the slope foot is connected to the lattice beam, so that the slope foot and the lattice beam form a whole, thereby increasing the strength of the slope foot and the lattice beam. In this embodiment, the slope foot is made of concrete with a strength of C25 or C30.

本实施例的山体生态修复治理方法,施工简单易行,即能够确保山体的稳固,还能够对山体的生态环境进行修复,使得修复后的生态系统能够维持较长时间,且无需人工频繁养护,能够有效节约人力成本;并且根据不同的山体类型进行对应的修复,能够使山体在修复后更加稳定,以降低山体滑坡、水土流失的风险;同时,通过在斜坡上浇筑格构梁并在格构梁内进行植被的铺种、移栽或播撒,格构梁能够配合锚杆板对山体进一步加固,而植被铺种、移栽或播撒在格构梁限定的方格区域内,兼具稳固边坡和生态协调双重作用,使得山体滑坡、水土流失的风险更低。The ecological restoration and management method of the mountain in this embodiment is simple and easy to construct, which can ensure the stability of the mountain and repair the ecological environment of the mountain, so that the repaired ecosystem can be maintained for a long time without frequent manual maintenance. It can effectively save labor costs; and perform corresponding repairs according to different mountain types, which can make the mountain more stable after repair to reduce the risk of landslides and water and soil erosion; at the same time, by pouring lattice beams on the slopes and lattice structures Vegetation is sown, transplanted or sown within the beams. The lattice beams can be used with anchor plates to further strengthen the mountain. The vegetation is sown, transplanted or sown within the square area limited by the lattice beams, which also has stable edges. The dual role of slope and ecological coordination reduces the risk of landslides and soil erosion.

另,本实施例在进行植被铺种、移栽或播撒之前,对于外露于格构梁限定的方格区域的山体进行种植前的营养土回填、生态混凝土浇筑并养护,能够对植被的种植环境进行调节,以使得种植植被的区域具有一个统一的生态环境,进而提高种子、植株的存活率以及促进种子、植株的生长;同时,采用大粒径的集料作为生态混凝土浇筑在营养土之上,生态混凝土的孔隙率高,有利于种子、植株根系的生长,并有利于其根系穿过面层深入山体间隙内,以进一步提高植物的存活率。In addition, in this embodiment, before planting, transplanting or sowing vegetation, the mountain exposed in the grid area defined by the lattice beams is backfilled with nutrient soil before planting, and ecological concrete is poured and maintained, which can improve the planting environment of the vegetation. Adjust so that the area where vegetation is planted has a unified ecological environment, thereby improving the survival rate of seeds and plants and promoting the growth of seeds and plants; at the same time, large-size aggregates are used as ecological concrete to be poured on the nutrient soil , Ecological concrete has high porosity, which is conducive to the growth of seeds and plant roots, and helps its roots penetrate the surface layer and penetrate deep into the gaps in the mountain to further improve the survival rate of plants.

下面通过在实际修复时的具体的实施例进一步对本发明进行说明。The present invention will be further described below through specific examples during actual repair.

实施例1Example 1

S101:山体划分。S101: Mountain division.

确定待修复的山体类型,再根据对应山体的高度及坡度,将待修复的山体区域划分为不同的高度和坡度类型的区域。Determine the type of mountain to be repaired, and then divide the mountain area to be repaired into areas of different height and slope types based on the height and slope of the corresponding mountain.

S102:施工准备。对待修复的山体区域进行测量放线,并根据设计的开挖深度及边坡坡度确定顶部平台、斜坡以及坡脚开挖边界,在开挖边界内进行坡面平整。S102: Construction preparation. The mountain area to be repaired is measured and laid out, and the top platform, slope and slope foot excavation boundaries are determined based on the designed excavation depth and slope slope, and the slope is leveled within the excavation boundaries.

S103:顶部平台修复。对山体的顶部平台的堆体削减加固,调整顶部平台的坡度,再根据设计的排水沟和导流渠位置在平整后的顶部平台上开挖排水沟和导流渠。S103: Top platform repair. The piles on the top platform of the mountain are reduced and reinforced, the slope of the top platform is adjusted, and drainage ditches and diversion channels are excavated on the flattened top platform according to the designed positions of the drainage ditches and diversion channels.

S104:斜坡修复。S104: Slope repair.

S1041:浇筑格构梁。沿边坡坡面浇筑格构梁并设计安装支持锚杆板,格构梁的强度为C30,深度50cm,浇筑后覆膜养护7天。S1041: Pouring lattice beams. The lattice beams are poured along the slope and the supporting anchor plates are designed and installed. The strength of the lattice beams is C30, the depth is 50cm, and they are covered with film and cured for 7 days after pouring.

S1042:回填种植营养土。将饼肥和家禽粪便按照9:1的份数比混合后发酵形成发酵原料,再将所述发酵原料与原土按照1:50的份数比进行混合后得到营养土,利用营养土进行回填,回填厚度为45cm,回填后夯实,夯实系数为0.92。S1042: Backfill with planting nutrient soil. Cake fertilizer and poultry manure are mixed according to the ratio of 9:1 and then fermented to form fermentation raw materials. The fermentation raw materials and the original soil are then mixed according to the ratio of 1:50 to obtain nutrient soil. The nutrient soil is used for backfilling. The backfill thickness is 45cm, and it is compacted after backfilling. The compaction coefficient is 0.92.

S1043:浇筑生态混凝土。选用粒径为20cm~40cm的集料混合形成生态混凝土,再将生态混凝土浇筑在营养土之上,浇筑厚度为10cm,浇筑后养护7天。S1043: Pouring ecological concrete. Select aggregates with a particle size of 20cm to 40cm to mix to form ecological concrete, and then pour the ecological concrete on the nutrient soil to a thickness of 10cm, and maintain it for 7 days after pouring.

S1044:植被建植。待生态混凝土养护完成后,在生态混凝土上铺种狗牙根草坪并洒水养护。S1044: Vegetation establishment. After the ecological concrete maintenance is completed, bermudagrass lawn is planted on the ecological concrete and sprinkled with water for maintenance.

S105:坡脚构建。采用强度为C30的混凝土砌筑坡脚并与坡面格构梁连通。S105: Construction of slope foot. Concrete with a strength of C30 is used to build the slope foot and is connected to the slope lattice beam.

实施例2Example 2

S201:山体划分。确定待修复的山体类型,再根据对应山体的高度及坡度,将待修复的山体区域划分为不同的高度和坡度类型的区域。S201: Mountain division. Determine the type of mountain to be repaired, and then divide the mountain area to be repaired into areas of different height and slope types based on the height and slope of the corresponding mountain.

S202:施工准备。对待修复的山体区域进行测量放线,并根据设计的开挖深度及边坡坡度确定顶部平台、斜坡以及坡脚开挖边界,在开挖边界内进行坡面平整。S202: Construction preparation. The mountain area to be repaired is measured and laid out, and the top platform, slope and slope foot excavation boundaries are determined based on the designed excavation depth and slope slope, and the slope is leveled within the excavation boundaries.

S203:顶部平台修复。对山体的顶部平台的堆体削减加固,调整顶部平台的坡度,再根据设计的排水沟和导流渠位置在平整后的顶部平台上开挖排水沟和导流渠。S203: Top platform repair. The piles on the top platform of the mountain are reduced and reinforced, the slope of the top platform is adjusted, and drainage ditches and diversion channels are excavated on the flattened top platform according to the designed positions of the drainage ditches and diversion channels.

S204:斜坡修复。S204: Slope repair.

S2041:浇筑格构梁。沿边坡坡面浇筑格构梁并设计安装支持锚杆板,格构梁的强度为C25,深度45cm,浇筑后覆膜养护7天。S2041: Pouring lattice beams. The lattice beams are poured along the slope surface and the supporting anchor plates are designed and installed. The strength of the lattice beams is C25, the depth is 45cm, and they are covered with film and cured for 7 days after pouring.

S2042:回填种植营养土。将饼肥和家禽粪便按照9:1的份数比混合后发酵形成发酵原料,再将所述发酵原料与原土按照1:50的份数比进行混合后得到营养土,利用营养土进行回填,回填厚度为40cm,回填后夯实,夯实系数为0.92。S2042: Backfill with planting nutrient soil. Cake fertilizer and poultry manure are mixed according to the ratio of 9:1 and then fermented to form fermentation raw materials. The fermentation raw materials and the original soil are then mixed according to the ratio of 1:50 to obtain nutrient soil. The nutrient soil is used for backfilling. The backfill thickness is 40cm, and it is compacted after backfilling. The compaction coefficient is 0.92.

S2043:浇筑生态混凝土。选用粒径为20cm~40cm的集料混合形成生态混凝土,再将生态混凝土浇筑在营养土之上,浇筑厚度为10cm,浇筑后养护7天。S2043: Pouring ecological concrete. Select aggregates with a particle size of 20cm to 40cm to mix to form ecological concrete, and then pour the ecological concrete on the nutrient soil to a thickness of 10cm, and maintain it for 7 days after pouring.

S2044:植被建植。待生态混凝土养护完成后,在生态混凝土上按照克重15g/平方米撒播生黑麦草草籽或狗尾草草籽,并覆盖无纺布洒水养护。S2044: Vegetation establishment. After the ecological concrete curing is completed, sow raw ryegrass seeds or setaria seeds on the ecological concrete with a weight of 15g/square meter, and cover it with non-woven fabric and sprinkle water for curing.

S205:坡脚构建。采用强度为C25的混凝土砌筑坡脚并与坡面格构梁连通。S205: Construction of slope foot. Concrete with a strength of C25 is used to build the slope foot and is connected to the slope lattice beam.

实施例3Example 3

S301:山体划分。确定待修复的山体类型,再根据对应山体的高度及坡度,将待修复的山体区域划分为不同的高度和坡度类型的区域。S301: Mountain division. Determine the type of mountain to be repaired, and then divide the mountain area to be repaired into areas of different height and slope types based on the height and slope of the corresponding mountain.

S302:施工准备。对待修复的山体区域进行测量放线,并根据设计的开挖深度及边坡坡度确定顶部平台、斜坡以及坡脚开挖边界,在开挖边界内进行坡面平整。S302: Construction preparation. The mountain area to be repaired is measured and laid out, and the top platform, slope and slope foot excavation boundaries are determined based on the designed excavation depth and slope slope, and the slope is leveled within the excavation boundaries.

S303:顶部平台修复。对山体的顶部平台的堆体削减加固,调整顶部平台的坡度,再根据设计的排水沟和导流渠位置在平整后的顶部平台上开挖排水沟和导流渠。S303: Top platform repair. The piles on the top platform of the mountain are reduced and reinforced, the slope of the top platform is adjusted, and drainage ditches and diversion channels are excavated on the flattened top platform according to the designed positions of the drainage ditches and diversion channels.

S304:斜坡修复。S304: Slope repair.

S3041:浇筑格构梁。沿边坡坡面浇筑格构梁并设计安装支持锚杆板,格构梁的强度为C30,深度40cm,浇筑后覆膜养护7天。S3041: Pouring lattice beams. The lattice beams are poured along the slope and the supporting anchor plates are designed and installed. The strength of the lattice beams is C30, the depth is 40cm, and they are covered with film and cured for 7 days after pouring.

S3042:回填种植营养土。将饼肥和家禽粪便按照9:1的份数比混合后发酵形成发酵原料,再将所述发酵原料与原土按照1:50的份数比进行混合后得到营养土,利用营养土进行回填,回填厚度为32cm,回填后夯实,夯实系数为0.92。S3042: Backfill with planting nutrient soil. Cake fertilizer and poultry manure are mixed according to the ratio of 9:1 and then fermented to form fermentation raw materials. The fermentation raw materials and the original soil are then mixed according to the ratio of 1:50 to obtain nutrient soil. The nutrient soil is used for backfilling. The backfill thickness is 32cm, and it is compacted after backfilling. The compaction coefficient is 0.92.

S3043:浇筑生态混凝土。选用粒径为20cm~40cm的集料混合形成生态混凝土,再将生态混凝土浇筑在营养土之上,浇筑厚度为10cm,浇筑后养护7天。S3043: Pouring ecological concrete. Select aggregates with a particle size of 20cm to 40cm to mix to form ecological concrete, and then pour the ecological concrete on the nutrient soil to a thickness of 10cm, and maintain it for 7 days after pouring.

S3044:植被建植。待生态混凝土养护完成后,按照行距1米的间距在坡脚种植爬山虎,同时在坡面的生态混凝土上按照克重10g/平方米撒播狗尾草草籽,并覆盖无纺布洒水养护。S3044: Vegetation establishment. After the ecological concrete maintenance is completed, plant ivy at the foot of the slope with a row spacing of 1 meter. At the same time, sow Setaria grass seeds with a weight of 10g/square meter on the ecological concrete on the slope, and cover it with non-woven fabric to sprinkle water for maintenance.

S305:坡脚构建。采用强度为C30的混凝土砌筑坡脚并与坡面格构梁连通。S305: Construction of slope foot. Concrete with a strength of C30 is used to build the slope foot and is connected to the slope lattice beam.

Claims (10)

1.一种山体生态修复治理方法,其特征在于,包括以下步骤:1. A mountain ecological restoration and management method, which is characterized by including the following steps: 对待修复的山体按照高度及坡度进行划分,其中,所述山体至少包括顶部平台、斜坡和/或坡脚;The mountain to be repaired is divided according to height and slope, where the mountain at least includes a top platform, slopes and/or slope toes; 调整顶部平台的坡度并对顶部平台进行修复;Adjust the slope of the top platform and make repairs to the top platform; 浇筑格构梁并基于所述格构梁在处理后的斜坡上进行植被建植;Pouring lattice beams and planting vegetation on the treated slope based on the lattice beams; 修筑坡脚并连通所述格构梁。Build the foot of the slope and connect the lattice beams. 2.根据权利要求1所述的一种山体生态修复治理方法,其特征在于,在所述对待修复的山体按照高度及坡度进行划分的步骤之后,还包括以下步骤:2. A mountain ecological restoration and management method according to claim 1, characterized in that, after the step of dividing the mountain to be restored according to height and slope, it also includes the following steps: 施工准备并确定顶部平台、斜坡及坡脚的开挖边界,基于所述开挖边界平整坡面。The construction prepares and determines the excavation boundaries of the top platform, slope and slope foot, and smoothes the slope based on the excavation boundaries. 3.根据权利要求1所述的一种山体生态修复治理方法,其特征在于,在所述调整顶部平台的坡度并对顶部平台进行修复的步骤中,修复顶部平台的具体方法为:3. A mountain ecological restoration and management method according to claim 1, characterized in that, in the step of adjusting the slope of the top platform and repairing the top platform, the specific method of repairing the top platform is: 对山体的顶部平台的堆体进行平整,调整顶部平台的坡度;并在调整后的顶部平台上按照设计位置开挖排水沟和导流渠,并将各排水沟引流至导流渠内后汇流至指定区域。Level the pile on the top platform of the mountain and adjust the slope of the top platform; excavate drainage ditches and diversion canals on the adjusted top platform according to the designed position, and guide the drainage ditches into the diversion canal before converging. to the designated area. 4.根据权利要求1所述的一种山体生态修复治理方法,其特征在于,在所述浇筑格构梁并基于所述格构梁在处理后的斜坡上进行植被建植的步骤中,包括以下子步骤:4. A mountain ecological restoration and management method according to claim 1, characterized in that, in the step of pouring lattice beams and performing vegetation construction on the treated slope based on the lattice beams, the method includes: The following sub-steps: 在斜坡的边坡上设计并浇筑格构梁以及安装支撑锚杆板并进行养护;Design and pour lattice beams on the slope sides and install and maintain supporting anchor plates; 基于浇筑的格构梁确定回填区域,待格构梁养护完成后,在所述回填区域内回填营养土后夯实;Determine the backfill area based on the poured lattice beams. After the maintenance of the lattice beams is completed, backfill the nutrient soil in the backfill area and compact it; 基于回填区域在所述营养土上浇筑生态混凝土并进行养护;Pour ecological concrete on the nutrient soil based on the backfill area and maintain it; 待生态混凝土养护完成后,在所述生态混凝土上进行植被建植。After the ecological concrete curing is completed, vegetation is planted on the ecological concrete. 5.根据权利要求4所述的一种山体生态修复治理方法,其特征在于,在所述在斜坡的边坡上设计并浇筑格构梁以及安装支撑锚杆板并进行养护的步骤中,所述格构梁包括若干交错设置的梁体,各梁体间间隔设置形成有若干露出山体的方格区域,所述方格区域为三角形、矩形、多边形中的一种或多种,所述锚杆板安装在各梁体交叉位置处。5. A mountain ecological restoration and management method according to claim 4, characterized in that in the steps of designing and pouring lattice beams on the slope of the slope and installing and maintaining supporting anchor plates, The lattice beam includes a number of staggered beam bodies, and a number of square grid areas are formed at intervals between the beam bodies to expose the mountain. The square grid areas are one or more of triangles, rectangles, and polygons. The anchors The pole plate is installed at the intersection position of each beam body. 6.根据权利要求4所述的一种山体生态修复治理方法,其特征在于,在基于浇筑的格构梁确定回填区域,待格构梁养护完成后,在所述回填区域内回填营养土后夯实的步骤中,所述营养土采用以下方法制备得到:6. A mountain ecological restoration and management method according to claim 4, characterized in that the backfill area is determined based on the poured lattice beams, and after the maintenance of the lattice beams is completed, the nutrient soil is backfilled in the backfill area. In the compacting step, the nutrient soil is prepared by the following method: 将饼肥和家禽粪便按照第一预设份数比进行混合并发酵后得到发酵原料,再将所述发酵原料与待修复区域的原土或泥炭土按照第二预设份数比进行混合后得到所述营养土。The cake fertilizer and poultry manure are mixed and fermented according to a first preset ratio to obtain fermentation raw materials, and then the fermentation raw materials are mixed with the original soil or peat soil of the area to be repaired according to a second preset ratio to obtain The nutrient soil. 7.根据权利要求4所述的一种山体生态修复治理方法,其特征在于,在基于浇筑的格构梁确定回填区域,待格构梁养护完成后,在所述回填区域内回填营养土后夯实的步骤中,所述营养土的回填厚度为30cm~50cm,所述营养土的夯实系数为0.9~0.95。7. A mountain ecological restoration and management method according to claim 4, characterized in that the backfill area is determined based on the poured lattice beams, and after the maintenance of the lattice beams is completed, the nutrient soil is backfilled in the backfill area. In the tamping step, the backfill thickness of the nutrient soil is 30 cm to 50 cm, and the tamping coefficient of the nutrient soil is 0.9 to 0.95. 8.根据权利要求4所述的一种山体生态修复治理方法,其特征在于,在基于回填区域在所述营养土上浇筑生态混凝土并进行养护的步骤中,所述生态混凝土采用粒径为20cm~40cm的集料浇筑得到,所述生态混凝土的浇筑厚度为10cm~15cm。8. A mountain ecological restoration and management method according to claim 4, characterized in that, in the step of pouring ecological concrete on the nutrient soil based on the backfill area and performing maintenance, the ecological concrete adopts a particle size of 20 cm It is obtained by pouring ~40cm of aggregate, and the pouring thickness of the ecological concrete is 10cm~15cm. 9.根据权利要求4所述的一种山体生态修复治理方法,其特征在于,在待生态混凝土养护完成后,在所述生态混凝土上进行植被建植的步骤中,采用铺种草坪的方式和/或按克重10g/平方米~20g/平方米播撒种子的方式进行植被建植,并在建植完成后对植物进行喷洒养护。9. A mountain ecological restoration and management method according to claim 4, characterized in that, after the ecological concrete maintenance is completed, in the step of planting vegetation on the ecological concrete, the method of planting lawn and / Or plant the vegetation by sowing seeds with a weight of 10g/square meter to 20g/square meter, and spray and maintain the plants after the planting is completed. 10.根据权利要求4所述的一种山体生态修复治理方法,其特征在于,在待生态混凝土养护完成后,在所述生态混凝土上进行植被建植的步骤中,所述植被选用的植物为草本、藤本或小灌木中的一种或多种。10. A mountain ecological restoration and management method according to claim 4, characterized in that, after the ecological concrete maintenance is completed, in the step of planting vegetation on the ecological concrete, the plants selected for the vegetation are One or more types of herbs, vines or small shrubs.
CN202310916775.2A 2023-07-25 2023-07-25 A mountain ecological restoration and management method Pending CN116856437A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202310916775.2A CN116856437A (en) 2023-07-25 2023-07-25 A mountain ecological restoration and management method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202310916775.2A CN116856437A (en) 2023-07-25 2023-07-25 A mountain ecological restoration and management method

Publications (1)

Publication Number Publication Date
CN116856437A true CN116856437A (en) 2023-10-10

Family

ID=88232120

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202310916775.2A Pending CN116856437A (en) 2023-07-25 2023-07-25 A mountain ecological restoration and management method

Country Status (1)

Country Link
CN (1) CN116856437A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN119151086A (en) * 2024-11-18 2024-12-17 湖南净源环境工程有限公司 Multi-plant ecological restoration method and system for water body

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102071697A (en) * 2011-02-12 2011-05-25 河海大学 Hard reinforced concrete revetment slope biological repairing method
CN108018828A (en) * 2017-11-15 2018-05-11 深圳市华茂建设工程有限公司 A kind of protective slope structure
CN110552356A (en) * 2019-09-25 2019-12-10 长江勘测规划设计研究有限责任公司 comprehensive treatment system for slope slag adhering under plateau area road and construction method thereof
CN111894013A (en) * 2020-07-27 2020-11-06 宁波市天莱园林建设工程有限公司 Ecological restoration method for side slope of damaged mountain
CN214614118U (en) * 2020-10-16 2021-11-05 中国电建集团华东勘测设计研究院有限公司 Green ecological slope protection structure in hydro-fluctuation area
CN115110550A (en) * 2022-07-01 2022-09-27 徐州市九州生态园林股份有限公司 Method for ecological restoration and treatment of mountain

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102071697A (en) * 2011-02-12 2011-05-25 河海大学 Hard reinforced concrete revetment slope biological repairing method
CN108018828A (en) * 2017-11-15 2018-05-11 深圳市华茂建设工程有限公司 A kind of protective slope structure
CN110552356A (en) * 2019-09-25 2019-12-10 长江勘测规划设计研究有限责任公司 comprehensive treatment system for slope slag adhering under plateau area road and construction method thereof
CN111894013A (en) * 2020-07-27 2020-11-06 宁波市天莱园林建设工程有限公司 Ecological restoration method for side slope of damaged mountain
CN214614118U (en) * 2020-10-16 2021-11-05 中国电建集团华东勘测设计研究院有限公司 Green ecological slope protection structure in hydro-fluctuation area
CN115110550A (en) * 2022-07-01 2022-09-27 徐州市九州生态园林股份有限公司 Method for ecological restoration and treatment of mountain

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN119151086A (en) * 2024-11-18 2024-12-17 湖南净源环境工程有限公司 Multi-plant ecological restoration method and system for water body
CN119151086B (en) * 2024-11-18 2025-02-11 湖南净源环境工程有限公司 Multi-plant ecological restoration method and system for water body

Similar Documents

Publication Publication Date Title
CN110984189A (en) Slope ecological restoration system and method
CN102444134A (en) A slope protection method based on a slope whose upper part is a soil layer and the lower part is a rock layer
CN109723068B (en) Steep concrete frame beam slope protection system and construction method conducive to the growth of slope vegetation
CN110552356B (en) Comprehensive treatment system for hanging slag on lower side slope of road in plateau area and construction method thereof
CN107023022A (en) It is a kind of based on the stone pit waste side slope massif shaping methods for harvesting alignment sequence
CN101622931B (en) Greening sloping surface for rock side slope facing wall and construction method thereof
CN103603316A (en) Ecological cement and geocell combination slope protection technology
CN107989051A (en) The ecological revetment system that screen work bank protection seeps water with sand drain and water guide slope surface is combined
CN108049423B (en) Ecological landscape retaining wall
CN110565577A (en) Ecological restoration method for channel renovation project
CN111962459A (en) Urban debris flow channel type comprehensive treatment system for abandoned slag yard and construction method thereof
CN110424421A (en) Abandoned mine raised fields goes along with sb. to guard him ecological restoring method
CN107630436A (en) A kind of ecological wetland type bank slope structure and its construction method for administering mining collapse area
CN106717963B (en) Construction method of lawn water-saving structure
CN116856437A (en) A mountain ecological restoration and management method
CN106717413A (en) A kind of sponge urban afforestation irrigation system and its construction method
CN113914265A (en) Waste ditch ecological restoration and treatment method based on coal gangue filling technology
CN218112215U (en) Man-made landscape mountains used in seaside flushing and filling areas
CN112064756A (en) Detachable three-dimensional ecological drainage ditch structure and construction method
CN103590301B (en) The construction method of Cushion-layer-free permeable ecological grassing terrace
CN206380334U (en) A kind of lawn water-saving structure
CN105386449B (en) Gully ecological slope protection structure and construction method thereof
CN109487901A (en) A kind of the Demonstration for Ecological Sanitation trench system and construction method in sponge city
CN112931075B (en) Construction process of mining area foreign soil hanging net spray-seeding greening structure
CN211037008U (en) Comprehensive treatment system for slope slag-adhering under plateau area road

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