CN207597404U - Big height difference green edge slope supporting construction - Google Patents

Big height difference green edge slope supporting construction Download PDF

Info

Publication number
CN207597404U
CN207597404U CN201721169200.5U CN201721169200U CN207597404U CN 207597404 U CN207597404 U CN 207597404U CN 201721169200 U CN201721169200 U CN 201721169200U CN 207597404 U CN207597404 U CN 207597404U
Authority
CN
China
Prior art keywords
slope
layer
slope surface
height difference
side slope
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.)
Expired - Fee Related
Application number
CN201721169200.5U
Other languages
Chinese (zh)
Inventor
张延年
庚佳
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.)
Nuclear Industry East China 268 Basic Engineering Co
Original Assignee
Shenyang Jianzhu University
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 Shenyang Jianzhu University filed Critical Shenyang Jianzhu University
Priority to CN201721169200.5U priority Critical patent/CN207597404U/en
Application granted granted Critical
Publication of CN207597404U publication Critical patent/CN207597404U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)

Abstract

大高差绿色边坡支护结构,包括边坡土体,连续防渗墙,边坡坡面,混凝土护墩,排水沟,所述边坡土体与边坡坡面之间设有连续防渗墙,连续防渗墙用于将边坡土体与边坡坡面内部的水隔离,相邻两级边坡坡面之间设置混凝土护墩,混凝土护墩内部设置有排水沟,边坡坡面上均设有若干桩孔,桩孔内部插入钢筋混凝土短桩,用于固定边坡坡面,边坡坡面土层上方依次铺设养料层、喷播层、十字交叉防护层。本实用新型的有益效果为:可及时排水,连续防渗墙防水效果好,地层变形适应性强,预制的十字交叉防护单体施工质量好、整体性强;十字交叉防护层内的方孔可提高坡面的植被利用率。

The green slope support structure with large height difference includes slope soil, continuous anti-seepage wall, slope surface, concrete pier, and drainage ditch. The seepage wall and the continuous anti-seepage wall are used to isolate the slope soil from the water inside the slope surface. Concrete revetments are set between the slopes of adjacent two levels of slopes, and drainage ditches are arranged inside the concrete revetments. There are a number of pile holes on the slope surface, and reinforced concrete short piles are inserted inside the pile holes to fix the slope surface, and the nutrient layer, spraying layer, and cross protection layer are laid in sequence above the soil layer of the slope surface. The beneficial effects of the utility model are: timely drainage, good waterproof effect of the continuous anti-seepage wall, strong adaptability to ground deformation, good construction quality and strong integrity of the prefabricated cross protection unit; the square hole in the cross protection layer can Improve the utilization rate of vegetation on the slope.

Description

大高差绿色边坡支护结构Large height difference green slope support structure

技术领域technical field

本实用新型属于边坡支护领域,特别是涉及一种大高差绿色边坡支护结构。The utility model belongs to the field of side slope support, in particular to a green side slope support structure with large height difference.

背景技术Background technique

边坡指的是为保证路基稳定,在路基两侧做成的具有一定坡度的坡面。边坡通常会采用坡面植被生物防护,从而使得边坡对于抵御自然因素的破坏和改善公路环境都具有明显的优越性。但现有的边坡不利于植被的生长,植被对其坡面的利用程度较低;而对于开挖深度较大的大高差边坡,现有边坡占地较大,稳定性难以保证。The side slope refers to the slope with a certain slope made on both sides of the roadbed to ensure the stability of the roadbed. Slopes usually adopt slope vegetation biological protection, which makes the slope have obvious advantages in resisting the damage of natural factors and improving the road environment. However, the existing slope is not conducive to the growth of vegetation, and the utilization degree of vegetation on its slope surface is low; and for the slope with large height difference with large excavation depth, the existing slope occupies a large area, and the stability is difficult to guarantee .

实用新型内容Utility model content

为了解决上述存在的技术问题,本实用新型提供一种大高差绿色边坡支护结构,主要为了开发一种边坡整体性好,地层变形适应性强,可及时排水的边坡支护结构,能够有效的解决大高差边坡排水难,稳定性难以保证的问题。In order to solve the above existing technical problems, the utility model provides a green slope support structure with large height difference, mainly for the purpose of developing a slope support structure with good integrity, strong adaptability to stratum deformation, and timely drainage , can effectively solve the problem of difficult drainage and stability of slopes with large height differences.

本实用新型采用的技术方案如下:The technical scheme that the utility model adopts is as follows:

大高差绿色边坡支护结构,包括边坡土体(1),连续防渗墙(2),边坡坡面(3),混凝土护墩(4),排水沟(5),钢筋混凝土短桩(6),桩孔(7),养料层(8),喷播层(9),十字交叉防护层(10),所述边坡土体(1)与边坡坡面(3)之间设有连续防渗墙(2),连续防渗墙(2)用于将边坡土体(1)与边坡坡面(3)内部的水隔离,相邻两级边坡坡面(3)之间设置混凝土护墩(4),混凝土护墩(4)内部设置有排水沟(5),边坡坡面(3)上均设有若干桩孔(7),桩孔(7)内部插入钢筋混凝土短桩(6),用于固定边坡坡面(3),边坡坡面(3)土层上方依次铺设养料层(8)、喷播层(9)、十字交叉防护层(10)。Large height difference green slope support structure, including slope soil (1), continuous cut-off wall (2), slope surface (3), concrete revetments (4), drainage ditches (5), reinforced concrete Short piles (6), pile holes (7), nutrient layer (8), seeding layer (9), cross protective layer (10), the slope soil (1) and slope surface (3) There is a continuous anti-seepage wall (2) between them, and the continuous anti-seepage wall (2) is used to isolate the slope soil (1) from the water inside the slope surface (3). Concrete revetment piers (4) are set between (3), and drainage ditches (5) are arranged inside the concrete revetment piers (4), and several pile holes (7) are arranged on the slope surface (3), and the pile holes (7 ) to insert short reinforced concrete piles (6) inside to fix the slope surface (3), and above the soil layer of the slope surface (3), lay the nutrient layer (8), the seeding layer (9), and the cross protection layer (10).

其中,所述十字交叉防护层(10)由若干个十字交叉防护单体(11)连接而成,十字交叉防护单体(11)的端部分别设置上凹槽(11-1)和下凹槽(11-2),上凹槽(11-1)表面设置橡胶层(11-3),十字交叉防护单体(11)的中心设置桩孔(7),桩孔(7)内部设置钢筋混凝土短桩(6),钢筋混凝土短桩(6)通过桩孔(7)将养料层(8)和喷播层(9)固定于边坡坡面(3)土层中。Wherein, the cross protective layer (10) is formed by connecting several cross protective monomers (11), and the ends of the cross protective monomers (11) are respectively provided with an upper groove (11-1) and a lower concave The groove (11-2), the rubber layer (11-3) is set on the surface of the upper groove (11-1), the pile hole (7) is set in the center of the cross protection unit (11), and the steel bar is set inside the pile hole (7) Concrete short piles (6) and reinforced concrete short piles (6) fix the nutrient layer (8) and the seeding layer (9) in the soil layer of the slope surface (3) through the pile holes (7).

其中,所述上凹槽(11-1)与相邻十字交叉防护单体(11)的下凹槽(11-2)搭接,下凹槽(11-2)与相邻十字交叉防护单体(11)的上凹槽(11-1)搭接。Wherein, the upper groove (11-1) overlaps with the lower groove (11-2) of the adjacent cross protection unit (11), and the lower groove (11-2) overlaps with the adjacent cross protection single The upper groove (11-1) of the body (11) overlaps.

其中,所述边坡坡面(3)分为一级边坡坡面(3-1),二级边坡坡面(3-2)和三级边坡坡面(3-3),边坡坡面(3)采用多级放坡方式,倾斜角度从上至下依次递减。Wherein, the side slope surface (3) is divided into a first-level side slope surface (3-1), a second-level side slope surface (3-2) and a third-level side slope surface (3-3). The slope surface (3) adopts a multi-level grading method, and the inclination angle decreases successively from top to bottom.

其中,所述同一级边坡坡面(3)的十字交叉防护单体(11)上的桩孔(7)和钢筋混凝土短桩(6)间隔错列布置,每两级边坡坡面(3)上的桩孔(7)和钢筋混凝土短桩(6)竖向位置错开布置。Among them, the pile holes (7) and reinforced concrete short piles (6) on the cross protection monomer (11) of the same level of slope surface (3) are arranged in a staggered interval, and every two levels of slope surface ( 3) The vertical positions of the pile holes (7) and the reinforced concrete short piles (6) are staggered.

其中,所述每级边坡坡面(3)的坡度均控制在1:2-1:5之间,数值按边坡土层分类等级确定。Wherein, the slope of the slope surface (3) of each level is controlled between 1:2-1:5, and the value is determined according to the classification level of the slope soil layer.

其中,所述混凝土护墩(4)上表面设置有高差,混凝土护墩(4)远离防渗墙(2)一侧高于靠近防渗墙(2)一侧,所述连续防渗墙(2)采用塑混凝土制作。Wherein, the upper surface of the concrete revetment (4) is provided with a height difference, the side of the concrete revetment (4) away from the anti-seepage wall (2) is higher than the side close to the anti-seepage wall (2), and the continuous anti-seepage wall (2) Made of plastic concrete.

其中,所述排水沟(5)与边坡坡面(3)通长。Wherein, the drainage ditch (5) is as long as the side slope surface (3).

其中,所述桩孔(7)的轴线与边坡坡面(3)外表面之间的角度为90°。Wherein, the angle between the axis of the pile hole (7) and the outer surface of the slope surface (3) is 90°.

其中,所述养料层(8)的设置为植被的快速生长提供了营养条件,并且将养料层(8)设置在土壤表层与喷播层(9)之间,更有利于植被种子的快速生长,养料层(8)是将肥料、生长素、粘固剂按一定比例混合均匀,施洒于边坡坡面(3)的土壤表层,所述肥料为:氮:磷:钾=15:15:15或氮:磷:钾=10:8:7的复合肥并且含有机质;所述喷播层(9)设置于养料层(8)表面,喷播层(9)通过液压喷播机将喷播液喷洒于养料层(8)的表面,喷播液是将草籽和促使其生长的附着剂、木纤维、肥料、生长素、保湿剂及水按一定比例混合搅拌,形成均匀混合液,再通过液压喷播机均匀喷洒于养料层(8)表面上。Wherein, the arrangement of the nutrient layer (8) provides nutritional conditions for the rapid growth of vegetation, and the nutrient layer (8) is arranged between the soil surface layer and the spraying layer (9), which is more conducive to the rapid growth of vegetation seeds , the nutrient layer (8) is to mix fertilizer, auxin, and cement evenly in a certain proportion, and sprinkle it on the soil surface layer of the slope surface (3). The fertilizer is: nitrogen: phosphorus: potassium = 15:15 : 15 or nitrogen: phosphorus: potassium = 10:8:7 compound fertilizer containing organic matter; the spray layer (9) is arranged on the surface of the nutrient layer (8), and the spray layer (9) will The spraying solution is sprayed on the surface of the nutrient layer (8). The spraying solution is to mix and stir the grass seeds and the adhesion agent, wood fiber, fertilizer, auxin, humectant and water in a certain proportion to form a uniform mixed solution. , and then evenly sprayed on the surface of the nutrient layer (8) by a hydraulic sprayer.

与现有技术相比,本实用新型的有益效果为:可及时排水,连续防渗墙防水效果好,地层变形适应性强,预制的十字交叉防护单体施工质量好、整体性强;十字交叉防护层内的方孔可提高坡面的植被利用率。Compared with the prior art, the beneficial effects of the utility model are: timely drainage, good waterproof effect of the continuous cut-off wall, strong adaptability to ground deformation, good construction quality and strong integrity of the prefabricated cross protection unit; The square holes in the protective layer can improve the utilization rate of vegetation on the slope.

附图说明Description of drawings

图1为本实用新型大高差绿色边坡支护结构的剖面结构图。Fig. 1 is the cross-sectional structural diagram of the large height difference green slope support structure of the present invention.

图2为本实用新型大高差绿色边坡支护结构的正视图。Fig. 2 is the front view of the large height difference green slope support structure of the present invention.

图3为本实用新型大高差绿色边坡支护结构的十字交叉防护层结构图。Fig. 3 is a structure diagram of the cross protective layer of the large-elevation-difference green slope support structure of the utility model.

图4为本实用新型大高差绿色边坡支护结构的十字交叉防护单体的连接图。Fig. 4 is a connection diagram of the cross protection unit of the large height difference green slope support structure of the utility model.

图5为本实用新型大高差绿色边坡支护结构的十字交叉防护单体的结构图。Fig. 5 is a structural diagram of the cross protection monomer of the large-elevation-difference green slope support structure of the present invention.

图6为本实用新型大高差绿色边坡支护结构的带桩孔的十字交叉防护单体的结构图。Fig. 6 is a structural diagram of a cross protection unit with pile holes of the large-elevation green slope support structure of the present invention.

图7为本实用新型大高差绿色边坡支护结构的边坡坡面的覆土层分布图。Fig. 7 is a distribution diagram of the covering soil layer on the slope surface of the large-elevation-difference green slope support structure of the present invention.

图中,1、边坡土体;2、连续防渗墙;3、边坡坡面;3-1、一级边坡坡面;3-2、二级边坡坡面;3-3、三级边坡坡面;4、混凝土护墩;5、排水沟;6、钢筋混凝土短桩;7、桩孔;8、养料层;9、喷播层;10、十字交叉防护层;11、十字交叉防护单体;11-1、上凹槽;11-2、下凹槽;11-3、橡胶层。In the figure, 1, slope soil; 2, continuous anti-seepage wall; 3, slope surface; 3-1, first grade slope surface; 3-2, second grade slope surface; 3-3, Three-level slope surface; 4. Concrete revetment; 5. Drainage ditch; 6. Reinforced concrete short pile; 7. Pile hole; 8. Nutrient layer; 9. Spraying layer; 10. Cross protective layer; Cross protection unit; 11-1, upper groove; 11-2, lower groove; 11-3, rubber layer.

具体实施方式Detailed ways

下面结合附图和实施例对本实用新型进行详细描述。The utility model is described in detail below in conjunction with accompanying drawings and embodiments.

实施例Example

如图1-图7所示,本实用新型大高差绿色边坡支护结构,包括边坡土体1,连续防渗墙2,边坡坡面3,混凝土护墩4,排水沟5,钢筋混凝土短桩6,桩孔7,养料层8,喷播层9,十字交叉防护层10,十字交叉防护单体11,上凹槽11-1,下凹槽11-2,橡胶层11-3,连续防渗墙2将边坡坡面3与边坡土体1内部的水隔离,边坡坡面3采用多级放坡方式,倾斜角度依次递减,分为一级边坡坡面3-1,二级边坡坡面3-2和三级边坡坡面3-3,相邻两级边坡坡面3之间设置混凝土护墩4,混凝土护墩4远离坡面一侧比靠近坡面一侧略高,内部设置有排水沟5,排水沟5与边坡通长,边坡坡面3土层上方依次铺设养料层8,喷播层9,十字交叉防护层10,养料层8距离边坡坡面3土层最近。As shown in Figures 1 to 7, the green slope support structure with large height difference of the present invention includes slope soil 1, continuous anti-seepage wall 2, slope surface 3, concrete abutment 4, drainage ditch 5, Reinforced concrete short pile 6, pile hole 7, nutrient layer 8, spraying layer 9, cross protection layer 10, cross protection unit 11, upper groove 11-1, lower groove 11-2, rubber layer 11- 3. The continuous anti-seepage wall 2 isolates the slope surface 3 from the water inside the slope soil body 1. The slope surface 3 adopts a multi-level grading method, and the inclination angles decrease successively, and is divided into one-level slope surface 3 -1, the second-level slope surface 3-2 and the third-level slope surface 3-3, the concrete revetment pier 4 is set between the adjacent two-level slope surface 3, and the concrete revetment pier 4 is far away from the slope surface The side close to the slope is slightly higher, and there is a drainage ditch 5 inside. The drainage ditch 5 is as long as the side slope, and the nutrient layer 8, the spraying layer 9, the cross protection layer 10, and the nutrient layer are successively laid on the top of the slope surface 3 soil layer. Layer 8 is the closest to the soil layer 3 on the slope surface.

如图1所示,每级边坡坡面3的坡度均控制在1:2-1:5之间,数值按边坡土层分类等级确定。连续防渗墙2采用塑混凝土制作。As shown in Figure 1, the slope of slope surface 3 of each level is controlled between 1:2-1:5, and the value is determined according to the classification level of the slope soil layer. The continuous anti-seepage wall 2 is made of plastic concrete.

如图2和图3所示,同一级十字交叉防护单体11上的桩孔7和钢筋混凝土短桩6择优间隔布置,每两级边坡坡面3上的桩孔7和钢筋混凝土短桩6错开布置。As shown in Figure 2 and Figure 3, the pile holes 7 and reinforced concrete short piles 6 on the same level of cross protection monomer 11 are preferably arranged at intervals, and the pile holes 7 and reinforced concrete short piles on the slope surface 3 of every two levels 6 staggered arrangement.

如图4-6所示,所述十字交叉防护层10由十字交叉防护单体11连接而成,十字交叉防护单体11对应的两侧端部分别设置上凹槽11-1和下凹槽11-2,上凹槽11-1表面设置橡胶层11-3,上凹槽11-1与相邻十字交叉防护单体11的下凹槽11-2搭接,下凹槽11-2与相邻十字交叉防护单体11的上凹槽11-1搭接,十字交叉防护单体11中心设置桩孔7,钢筋混凝土短桩6通过桩孔7将养料层8、喷播层9固定于边坡坡面3土层中。As shown in Figures 4-6, the cross protective layer 10 is formed by connecting the cross protective monomers 11, and the corresponding ends of the cross protective monomers 11 are provided with upper grooves 11-1 and lower grooves respectively. 11-2, the surface of the upper groove 11-1 is provided with a rubber layer 11-3, the upper groove 11-1 is overlapped with the lower groove 11-2 of the adjacent cross protection unit 11, and the lower groove 11-2 is connected with the lower groove 11-2 The upper groove 11-1 of the adjacent cross protection monomer 11 is overlapped, and the center of the cross protection monomer 11 is provided with a pile hole 7, and the reinforced concrete short pile 6 fixes the nutrient layer 8 and the spraying layer 9 through the pile hole 7. In the soil layer 3 of the slope surface.

如图7所示,所述养料层8的设置为植被的快速生长提供了营养条件,并且将养料层8设置在土壤表层与喷播层9之间,更有利于植被种子的快速生长。养料层8是将肥料、生长素、粘固剂按一定比例混合均匀,施洒于边坡坡面3的土壤表层。其中,肥料为:氮:磷:钾=15:15:15 或 氮:磷:钾=10:8:7的复合肥并且含有机质。喷播层9设置于养料层8表面,喷播液是将草籽和促使其生长的附着剂、木纤维、肥料、生长素、保湿剂及水按一定比例混合搅拌,形成均匀混合液,再通过液压喷播机均匀喷洒于养料层8表面上。桩孔7的轴线与边坡坡面3外表面之间的角度为90°,所述喷播层9通过液压喷播机喷洒于土壤的表面。As shown in Figure 7, the setting of the nutrient layer 8 provides nutritional conditions for the rapid growth of vegetation, and the nutrient layer 8 is arranged between the soil surface layer and the spraying layer 9, which is more conducive to the rapid growth of vegetation seeds. The nutrient layer 8 is to mix the fertilizer, auxin and cement evenly in a certain proportion, and sprinkle it on the soil surface layer of the side slope surface 3 . Among them, the fertilizer is: nitrogen: phosphorus: potassium = 15: 15: 15 or nitrogen: phosphorus: potassium = 10: 8: 7 compound fertilizer and contains organic matter. The spraying layer 9 is arranged on the surface of the nutrient layer 8, and the spraying solution is to mix and stir the grass seeds and the adhesion agent, wood fiber, fertilizer, auxin, humectant and water in a certain proportion to form a uniform mixed solution, and then Spray evenly on the surface of the nutrient layer 8 by a hydraulic sprayer. The angle between the axis of the pile hole 7 and the outer surface of the slope surface 3 is 90°, and the seeding layer 9 is sprayed on the surface of the soil by a hydraulic sprayer.

Claims (10)

1. big height difference green edge slope supporting construction, it is characterised in that:Including slope soil(1), continuous impervious wall(2), Slope Face(3), concrete fender pier(4), gutter(5), armored concrete stub(6), stake holes(7), nutriment layer(8), layer of sowing grass seeds by duster(9), Right-angled intersection protective layer(10), the slope soil(1)With side slope surface(3)Between be equipped with continuous impervious wall(2), continuous antiseepage Wall(2)For by slope soil(1)With side slope surface(3)Internal water segregation, adjacent two-stage side slope surface(3)Between set it is mixed Solidifying soil fender pier(4), concrete fender pier(4)It is internally provided with gutter(5), side slope surface(3)On be equipped with several stake holes(7), Stake holes(7)Armored concrete stub is inserted into inside(6), for fixed slope slope surface(3), side slope surface(3)Above soil layer successively It is laid with nutriment layer(8), layer of sowing grass seeds by duster(9), right-angled intersection protective layer(10).
2. big height difference green edge slope supporting construction according to claim 1, it is characterised in that:The right-angled intersection protective layer (10)Monomer is protected by several right-angled intersections(11)It is formed by connecting, right-angled intersection protection monomer(11)End set respectively Groove(11-1)And lower groove(11-2), upper groove(11-1)Surface sets rubber layer(11-3), right-angled intersection protection monomer (11)Centrally disposed stake holes(7), stake holes(7)Inside setting armored concrete stub(6), armored concrete stub(6)Pass through Stake holes(7)Rest the bed of material(8)With layer of sowing grass seeds by duster(9)It is fixed on side slope surface(3)In soil layer.
3. big height difference green edge slope supporting construction according to claim 2, it is characterised in that:The upper groove(11-1)With Monomer is protected in adjacent right-angled intersection(11)Lower groove(11-2)Overlap joint, lower groove(11-2)Monomer is protected with adjacent right-angled intersection (11)Upper groove(11-1)Overlap joint.
4. big height difference green edge slope supporting construction according to claim 1, it is characterised in that:The side slope surface(3)Point For level-one side slope surface(3-1), two level side slope surface(3-2)With three-level side slope surface(3-3), side slope surface(3)Using multistage Slope mode, angle of inclination are successively decreased successively from top to bottom.
5. big height difference green edge slope supporting construction according to claim 4, it is characterised in that:The same level-one side slope surface (3)Right-angled intersection protection monomer(11)On stake holes(7)With armored concrete stub(6)Interval is staggered in arrangement, per two-stage side Slope slope surface(3)On stake holes(7)With armored concrete stub(6)Vertical position is staggeredly arranged.
6. big height difference green edge slope supporting construction according to claim 4, it is characterised in that:Every grade of side slope surface (3)The gradient control 1:2-1:Between 5, numerical value is determined by side slope soil layer classification grade.
7. big height difference green edge slope supporting construction according to claim 1, it is characterised in that:The concrete fender pier(4) Upper surface is provided with height difference, concrete fender pier(4)Far from cut-pff wall(2)Side is higher than close to cut-pff wall(2)Side, it is described continuous Cut-pff wall(2)Using modeling concrete for making.
8. big height difference green edge slope supporting construction according to claim 1, it is characterised in that:The gutter(5)With side Slope slope surface(3)It is elongated.
9. big height difference green edge slope supporting construction according to claim 1, it is characterised in that:The stake holes(7)Axis With side slope surface(3)Angle between outer surface is 90 °.
10. big height difference green edge slope supporting construction according to claim 1, it is characterised in that:The nutriment layer(8)Set The fast-growth for being set to vegetation provides nutritional condition, and rest the bed of material(8)It is arranged on upper soll layer and layer of sowing grass seeds by duster(9)It Between, it is more advantageous to the fast-growth of vegetation seed.
CN201721169200.5U 2017-09-13 2017-09-13 Big height difference green edge slope supporting construction Expired - Fee Related CN207597404U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721169200.5U CN207597404U (en) 2017-09-13 2017-09-13 Big height difference green edge slope supporting construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721169200.5U CN207597404U (en) 2017-09-13 2017-09-13 Big height difference green edge slope supporting construction

Publications (1)

Publication Number Publication Date
CN207597404U true CN207597404U (en) 2018-07-10

Family

ID=62752453

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721169200.5U Expired - Fee Related CN207597404U (en) 2017-09-13 2017-09-13 Big height difference green edge slope supporting construction

Country Status (1)

Country Link
CN (1) CN207597404U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107435337A (en) * 2017-09-13 2017-12-05 沈阳建筑大学 Big discrepancy in elevation green edge slope supporting construction
CN109555136A (en) * 2018-11-09 2019-04-02 湖南铁路科技职业技术学院 A kind of pre-buried pipeline of railway slope draining

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107435337A (en) * 2017-09-13 2017-12-05 沈阳建筑大学 Big discrepancy in elevation green edge slope supporting construction
CN109555136A (en) * 2018-11-09 2019-04-02 湖南铁路科技职业技术学院 A kind of pre-buried pipeline of railway slope draining
CN109555136B (en) * 2018-11-09 2020-08-28 湖南铁路科技职业技术学院 Railway side slope drainage embedded pipeline

Similar Documents

Publication Publication Date Title
CN211368589U (en) Compound ecological revetment structure
CN101946573A (en) Method for ameliorating saline and alkaline land
CN210827501U (en) Greening structure of stock ground rock slope
CN102322066A (en) Three-in-one slope collapse managing method employing slope management, slope lowering and slope stabilization
CN104594287A (en) Ecological and economic bank protection structure
CN112854260A (en) Ecological concrete rock-soil slope protection structure and construction method
CN101622931A (en) Greening sloping surface for rock side slope facing wall and construction method thereof
CN110565577A (en) Ecological restoration method for channel renovation project
CN109356090B (en) Triangular modularized ecological sea wall
CN105239530A (en) Externally bonded landscape flood prevention wall structure
CN207597404U (en) Big height difference green edge slope supporting construction
CN207003375U (en) The protective brick of river course slope protection and the composition bank protection
CN216973293U (en) Ecological retaining brick with novel structure
CN206625182U (en) A kind of precast concrete mattress sinking with simulating waterseed
CN206245283U (en) A kind of river course dykes and dams ecological revetment
CN212405094U (en) High water content clay fill foundation drainage system
CN218880749U (en) Soil and water conservation bank protection system for small watershed
CN206916716U (en) A citrus orchard paddy field moat structure
CN217923356U (en) A gabion gabion revetment structure
CN215105078U (en) Ecological restoration revetment
CN206418460U (en) Ecological slope protection structure
CN206245319U (en) A kind of anti-rare earth slash side slope water erosion system
CN107435337A (en) Big discrepancy in elevation green edge slope supporting construction
CN209686330U (en) A kind of ecological riverway shore protection
CN109811723B (en) Stepped ecological landscape slope protection

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20200409

Address after: 334000 Fenghuang mountain, Yushan County, Shangrao City, Jiangxi Province

Patentee after: Nuclear industry east China 268 basic engineering Co.

Address before: Hunnan Hunnan Road Shenyang city Liaoning province 110168 No. 9

Patentee before: SHENYANG JIANZHU University

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180710

Termination date: 20210913