CN110424451A - gravity retaining wall - Google Patents
gravity retaining wall Download PDFInfo
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- CN110424451A CN110424451A CN201910704400.3A CN201910704400A CN110424451A CN 110424451 A CN110424451 A CN 110424451A CN 201910704400 A CN201910704400 A CN 201910704400A CN 110424451 A CN110424451 A CN 110424451A
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- 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
- A01G9/022—Pots for vertical horticulture
- A01G9/025—Containers and elements for greening walls
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
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- Mining & Mineral Resources (AREA)
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- Civil Engineering (AREA)
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- Retaining Walls (AREA)
Abstract
本发明提供了一种重力式挡墙,包括墙身和绿化槽安装件;所述墙身上形成有肋槽;所述绿化槽安装件至少有一部分设置在所述肋槽中;所述绿化槽安装件与所述肋槽的内壁合围形成可以栽种植物的绿化槽。采用本发明,可以在保证重力式挡墙具备良好的结构稳定性的同时,满足生态绿化的要求。
The invention provides a gravity retaining wall, which comprises a wall body and a greening groove installation part; rib grooves are formed on the wall body; at least a part of the greening groove installation part is arranged in the rib groove; the greening groove The installation part is surrounded by the inner wall of the rib groove to form a green groove where plants can be planted. By adopting the invention, the requirement of ecological greening can be met while ensuring good structural stability of the gravity retaining wall.
Description
技术领域technical field
本发明涉及岩土工程领域,特别是指一种重力式挡墙。The invention relates to the field of geotechnical engineering, in particular to a gravity retaining wall.
背景技术Background technique
重力式挡墙是一种广泛应用于铁路、公路路堤及路堑、隧道洞口、桥梁、水利以及房屋建筑等边坡工程的支挡结构形式,其主要依靠墙身自重力抵抗墙背土体侧压力来维持挡墙在土压力下的稳定,是目前我国常用的一种挡墙。重力式挡墙一般采用浆砌片石混凝土或混凝土整体浇筑而成。Gravity retaining wall is a retaining structure widely used in railways, highway embankments and cuttings, tunnel openings, bridges, water conservancy and housing construction, etc. It mainly relies on the self-gravity of the wall to resist the lateral pressure of the soil behind the wall To maintain the stability of the retaining wall under the earth pressure, it is a kind of retaining wall commonly used in my country at present. Gravity retaining walls are generally made of masonry rubble concrete or integrally poured concrete.
为了解决绿化问题,有些重力式挡墙是在墙身上设置向外凸出的绿化槽,但是,外凸的绿化槽在填满种植土并栽种植物之后会增加重力式挡墙的自身重量,从而使得重力式挡墙的倾覆力矩增大,倾覆风险增加。还有一些重力式挡墙是由多个分节式预制空心砌块拼装组成,在砌块的空心结构内种植绿化植物以实现支挡和绿化功能。虽然此种重力式挡墙也可以实现绿化功能,但是,由于挡墙结构是由空心砌块堆砌而成,墙体纵横向整体性差,地形适应能力差,且在长期的雨水作用下,砌块内的种植土容易流失,这也将导致挡墙长期稳定性难以得到保障。In order to solve the problem of greening, some gravity retaining walls are provided with outwardly protruding green grooves on the wall. However, after the outwardly convex green grooves are filled with planting soil and plants are planted, the weight of the gravity retaining wall will be increased, thereby This increases the overturning moment of the gravity retaining wall and increases the risk of overturning. There are also some gravity retaining walls that are assembled by a plurality of segmented prefabricated hollow blocks, and green plants are planted in the hollow structure of the blocks to realize the functions of support and greening. Although this kind of gravity retaining wall can also realize the greening function, because the retaining wall structure is made of hollow blocks, the vertical and horizontal integrity of the wall is poor, and the terrain adaptability is poor. The planting soil inside is easy to lose, which will also make it difficult to guarantee the long-term stability of the retaining wall.
发明内容Contents of the invention
有鉴于此,本发明的主要目的在于提供一种重力式挡墙,以解决现有技术中的重力式挡墙不能在保证具备良好的结构稳定性的同时,满足生态绿化要求的问题。In view of this, the main purpose of the present invention is to provide a gravity retaining wall to solve the problem that the gravity retaining wall in the prior art cannot meet the requirements of ecological greening while ensuring good structural stability.
为达到上述目的,本发明的技术方案是这样实现的:In order to achieve the above object, technical solution of the present invention is achieved in that way:
本发明提供了一种重力式挡墙,包括墙身和绿化槽安装件;The invention provides a gravity retaining wall, which includes a wall body and a greening groove installation part;
所述墙身上形成有肋槽;Rib grooves are formed on the wall;
所述绿化槽安装件至少有一部分设置在所述肋槽中;所述绿化槽安装件与所述肋槽的内壁合围形成可以栽种植物的绿化槽。At least a part of the greening groove installation part is arranged in the rib groove; the greening groove installation part surrounds the inner wall of the rib groove to form a greening groove where plants can be planted.
进一步地,所述肋槽中间隔设置有多个所述绿化槽安装件;每个所述绿化槽安装件分别与所述肋槽的内壁合围形成一个所述绿化槽。Further, a plurality of the greening groove installation parts are arranged at intervals in the rib groove; each of the greening groove installation parts respectively encloses with the inner wall of the rib groove to form one of the greening grooves.
进一步地,所述墙身上形成有多个竖向设置的所述肋槽,多个所述肋槽间隔设置。Further, a plurality of vertically arranged rib grooves are formed on the wall, and the plurality of rib grooves are arranged at intervals.
进一步地,相邻的两个所述肋槽之间形成肋柱;所述肋槽的宽度至少为所述肋柱的宽度的2.5倍。Further, a rib column is formed between two adjacent rib grooves; the width of the rib groove is at least 2.5 times the width of the rib column.
进一步地,所述绿化槽安装件包括底板和设置在所述底板一侧的背板;所述肋槽的内壁上形成有插接槽;Further, the greening groove installation part includes a base plate and a back plate arranged on one side of the base plate; an insertion slot is formed on the inner wall of the rib groove;
所述底板与所述插接槽插接配合,以使所述底板、所述背板、以及所述肋槽的内壁合围形成所述绿化槽。The bottom plate is plugged and fitted with the insertion groove, so that the bottom plate, the back plate, and the inner wall of the rib groove are enclosed to form the greening groove.
进一步地,所述绿化槽安装件为钢筋混凝土预制件。Further, the installation part of the greening groove is a reinforced concrete prefabricated part.
进一步地,所述绿化槽安装件上形成有第一泄水孔,所述第一泄水孔与所述绿化槽连通;和/或,Further, a first drain hole is formed on the greening groove installation part, and the first drain hole communicates with the greening groove; and/or,
所述墙身上形成第二泄水孔;所述第二泄水孔贯穿所述墙身的墙背和所述肋槽的内壁,且与所述绿化槽连通。A second weep hole is formed on the wall; the second weep hole runs through the wall back of the wall and the inner wall of the rib groove, and communicates with the greening groove.
进一步地,所述重力式挡墙还包括墙背反滤层,所述墙背反滤层与所述墙身的墙背连接。Further, the gravity retaining wall also includes a wall back filter layer, and the wall back filter layer is connected to the wall back of the wall body.
进一步地,所述重力式挡墙还包括墙顶平台封闭层和第一墙背防渗层;所述墙顶平台封闭层与所述墙身的墙背连接,且靠近所述墙身的墙顶;Further, the gravity retaining wall also includes a wall top platform sealing layer and a first wall back anti-seepage layer; the wall top platform sealing layer is connected to the wall back of the wall body, and the wall close to the wall body top;
所述墙背反滤层靠近所述墙顶平台封闭层的一端与所述墙顶平台封闭层之间具有间隔;所述第一墙背防渗层与所述墙身的墙背连接,且位于所述间隔处。There is an interval between the end of the wall back filter layer close to the wall top platform sealing layer and the wall top platform sealing layer; the first wall back anti-seepage layer is connected to the wall back of the wall body, and is located at at the interval.
进一步地,所述重力式挡墙还包括第二墙背防渗层;Further, the gravity retaining wall also includes a second anti-seepage layer at the back of the wall;
所述墙背反滤层远离所述墙顶平台封闭层的一端位于所述墙身的墙前基回填面靠近所述墙顶平台封闭层的一侧;The end of the wall back filter layer away from the wall top platform sealing layer is located on the side of the wall front foundation backfill surface of the wall body close to the wall top platform sealing layer;
所述第二墙背防渗层与所述墙身的墙背连接,且位于所述墙身的墙前基回填面远离所述墙顶平台封闭层的一侧。The second anti-seepage layer at the back of the wall is connected to the back of the wall, and is located on the side of the backfill surface of the front wall of the wall away from the sealing layer of the wall top platform.
本发明提供了一种重力式挡墙,通过在墙身上形成有肋槽,并且将绿化槽安装件与肋槽配合形成绿化槽,可以在保证重力式挡墙具备良好的结构稳定性的同时,满足生态绿化的要求。The invention provides a gravity retaining wall, by forming a rib groove on the wall, and matching the green groove installation part with the rib groove to form a green groove, while ensuring the gravity retaining wall has good structural stability, Meet the requirements of ecological greening.
附图说明Description of drawings
图1为本发明一实施例提供的一种重力式挡墙的剖视图,图中同时示出了种植土及植物;Fig. 1 is a cross-sectional view of a gravity retaining wall provided by an embodiment of the present invention, in which both planting soil and plants are shown;
图2为图1的A向视图,图中省略了植物;Fig. 2 is the A direction view of Fig. 1, and among the figure, plants are omitted;
图3为图2中墙身的结构示意图;Fig. 3 is the structural representation of wall body in Fig. 2;
图4为图1中的绿化槽安装件的结构示意图。Fig. 4 is a structural schematic diagram of the installation part of the greening groove in Fig. 1 .
附图标记:重力式挡墙100;墙身1;肋槽1a;插接槽1b;肋柱1c;第二泄水孔1d;墙背1e;墙顶1f;绿化槽安装件2;绿化槽2a;底板21;第一泄水孔21a;背板22;墙背反滤层3;第一墙背防渗层4;墙顶平台封闭层5;第二墙背防渗层6;种植土200;植物300。Reference signs: gravity retaining wall 100; wall body 1; rib groove 1a; socket groove 1b; rib column 1c; second drain hole 1d; wall back 1e; wall top 1f; 2a; bottom plate 21; first drain hole 21a; back plate 22; reverse filter layer 3 at the back of the wall; first anti-seepage layer at the back of the wall; ; plants 300.
具体实施方式Detailed ways
下面结合附图及具体实施例对本发明再作进一步详细的说明。The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.
需要说明的是,在不冲突的情况下,本发明实施例及实施例中的技术特征可以相互组合,具体实施方式中的详细描述应理解为对本发明宗旨的解释说明,不应视为对本发明的不当限制。It should be noted that, in the case of no conflict, the embodiments of the present invention and the technical features in the embodiments can be combined with each other, and the detailed description in the specific embodiments should be understood as an explanation of the gist of the present invention, and should not be regarded as an explanation of the present invention. undue restrictions.
在本发明的描述中,方位或位置关系为基于重力式挡墙的正常使用状态,如附图2所示的方位或位置关系,其中,“竖向”为附图2的上下方向,需要理解的是,这些方位术语仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。In the description of the present invention, the orientation or positional relationship is based on the normal use state of the gravity retaining wall, such as the orientation or positional relationship shown in Figure 2, where "vertical" is the up and down direction of Figure 2, which needs to be understood It is noted that these orientation terms are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be construed as limiting the present invention .
本发明一实施例提供了一种重力式挡墙,请参阅图1至图3,该重力式挡墙100包括墙身1和绿化槽安装件2,墙身1上形成有肋槽1a,绿化槽安装件2至少有一部分设置在肋槽1a中,绿化槽安装件2与肋槽1a的内壁合围形成可以栽种植物300的绿化槽2a。An embodiment of the present invention provides a gravity retaining wall, please refer to Fig. 1 to Fig. 3, the gravity retaining wall 100 includes a wall body 1 and a greening groove installation part 2, a rib groove 1a is formed on the wall body 1, and the greening At least a part of the groove installation part 2 is arranged in the rib groove 1a, and the greening groove installation part 2 and the inner wall of the rib groove 1a are surrounded to form a green groove 2a where plants 300 can be planted.
具体地,传统重力式挡土墙由于采用整体现浇,墙身不具备绿化生态功能,一般只能在墙前平台或墙顶平台进行小范围的绿化设计,由于该绿化方式所能利用的栽种空间受到极大限制,因此,植物成活性差,墙面绿化难度大,景观效果相对较差。而本实施例的绿化槽2a是由绿化槽安装件2与肋槽1a的内壁合围形成的,绿化槽2a的栽种空间较大,植物300较易存活,因此可以在重力式挡墙100上形成生态墙,进而可以实现对墙身1进行绿化的目的。栽种的植物300可以是一些具有绿化功能的园林植物,植物300的种类可以是乔木类、灌木类、藤本类和竹类等,在此不做限制。种植土200的种类可以根据所种植的植物300的特性并结合当地的气候特征进行相应地选择。绿化槽安装件2可以是其结构的一部分设置在肋槽1a中,也可以是整个绿化槽安装件2全部设置在肋槽1a中,只要绿化槽安装件2能与肋槽1a的内壁合围形成绿化槽2a即可。Specifically, because the traditional gravity retaining wall adopts integral cast-in-place, the wall does not have the ecological function of greening. Generally, only a small-scale greening design can be carried out on the platform in front of the wall or the platform on the top of the wall. The space is greatly limited, therefore, the plant viability is poor, the wall greening is difficult, and the landscape effect is relatively poor. The greening groove 2a of the present embodiment is formed by the inner wall of the greening groove installation part 2 and the rib groove 1a. The planting space of the greening groove 2a is larger, and the plants 300 are easier to survive, so it can be formed on the gravity retaining wall 100. The ecological wall can realize the purpose of greening the wall body 1 . The plants 300 to be planted may be some garden plants with a greening function, and the types of the plants 300 may be trees, shrubs, vines and bamboos, etc., which are not limited here. The type of planting soil 200 can be selected according to the characteristics of the plants 300 to be planted and in combination with local climate characteristics. The greening groove installation part 2 can be set in the rib groove 1a as part of its structure, or the whole greening groove installation part 2 can be set in the rib groove 1a, as long as the greening groove installation part 2 can be surrounded by the inner wall of the rib groove 1a The greening groove 2a gets final product.
墙身1上形成的肋槽1a相当于是在一定程度上减轻了墙身1的自身重量,由此可以在节省建筑材料的同时,减小重力式挡墙100的倾覆力矩,从而可以防止重力式挡墙100发生倾覆。同时,绿化槽2a中的种植土200及栽种的植物300又可以在一定程度上保证重力式挡墙100的整体重量不会因为太轻而降低抗滑稳定性。另外,本实施例的墙身1是一个整体结构,与拼装式的挡墙相比,墙身1的施工工艺更加简单、成熟,施工质量能够得到保证。也就是说,本实施例的重力式挡墙100在具备生态绿化功能的同时,还可以保证其结构的整体性及长期稳定性。The rib groove 1a formed on the wall 1 is equivalent to reducing the weight of the wall 1 to a certain extent, thereby saving building materials and reducing the overturning moment of the gravity retaining wall 100, thereby preventing gravity The retaining wall 100 overturned. At the same time, the planting soil 200 and the planted plants 300 in the greening groove 2a can ensure to a certain extent that the overall weight of the gravity retaining wall 100 will not reduce the anti-sliding stability because it is too light. In addition, the wall body 1 of this embodiment is an integral structure. Compared with the assembled retaining wall, the construction process of the wall body 1 is simpler and more mature, and the construction quality can be guaranteed. That is to say, the gravity retaining wall 100 of this embodiment can ensure the integrity and long-term stability of its structure while having the function of ecological greening.
请继续参阅图1至图3,本实施例的肋槽1a中间隔设置有多个绿化槽安装件2,每个绿化槽安装件2分别与肋槽1a的内壁合围形成一个绿化槽2a。也就是说,一个肋槽1a对应设置有多个绿化槽2a,多个绿化槽2a之间相互间隔,以保证栽种的植物300有足够的生长空间。多个绿化槽2a的存在可以提高重力式挡墙100上的植物300的覆盖面积,从而使得重力式挡墙100更加美观。Please continue to refer to FIG. 1 to FIG. 3 , a plurality of greening groove installation parts 2 are arranged at intervals in the rib groove 1a of this embodiment, and each greening groove installation part 2 is respectively surrounded by the inner wall of the rib groove 1a to form a greening groove 2a. That is to say, one rib groove 1a is correspondingly provided with a plurality of greening grooves 2a, and the plurality of greening grooves 2a are spaced apart from each other to ensure that the planted plants 300 have enough growth space. The presence of multiple greening grooves 2 a can increase the coverage area of the plants 300 on the gravity retaining wall 100 , thus making the gravity retaining wall 100 more beautiful.
请继续参阅图2,本实施例的墙身1上形成有多个竖向设置的肋槽1a,多个肋槽1a间隔设置。也就是说,本实施例的肋槽1a的数量也有多个,由此可以进一步提高重力式挡墙100上的植物300的覆盖面积。竖向设置的肋槽1a既便于墙身1施工,又可以便于安装绿化槽安装件2。本实施例的肋槽1a的深度与宽度的具体尺寸可以通过稳定计算来进行确定。优选地,肋槽1a的宽度L1至少为相邻的两个肋槽1a之间所形成肋柱1c的宽度L2的2.5倍。可以理解的是,肋槽1a可以根据需要采用横向设置、斜向设置,或者多种方向组合设置,在此不做限制。肋槽1a的数量和每个肋槽1a中对应设置的绿化槽安装件2的数量也可以根据需要进行调整,在此不做限制。Please continue to refer to FIG. 2 , the wall body 1 of this embodiment is formed with a plurality of vertically arranged rib grooves 1a, and the plurality of rib grooves 1a are arranged at intervals. That is to say, there are multiple rib grooves 1a in this embodiment, so that the coverage area of the plants 300 on the gravity retaining wall 100 can be further increased. The vertical rib groove 1a not only facilitates the construction of the wall body 1, but also facilitates the installation of the greening groove installation part 2. The specific dimensions of the depth and width of the rib groove 1a in this embodiment can be determined through stable calculations. Preferably, the width L1 of the rib groove 1a is at least 2.5 times the width L2 of the rib column 1c formed between two adjacent rib grooves 1a. It can be understood that the rib groove 1a can be arranged horizontally, obliquely, or in combination of various directions as required, and there is no limitation here. The number of rib grooves 1a and the number of green groove installation parts 2 correspondingly provided in each rib groove 1a can also be adjusted according to needs, and there is no limitation here.
请继续参阅图1至图4,本实施例的绿化槽安装件2包括底板21和设置在底板21一侧的背板22,肋槽1a的内壁上形成有插接槽1b。底板21与插接槽1b插接配合,底板21、背板22、以及肋槽1a的内壁合围形成绿化槽2a。Please continue to refer to FIG. 1 to FIG. 4 , the greening groove installation part 2 of this embodiment includes a bottom plate 21 and a back plate 22 disposed on one side of the bottom plate 21 , and an insertion groove 1 b is formed on the inner wall of the rib groove 1 a. The bottom plate 21 is mated with the insertion groove 1b, and the bottom plate 21, the back plate 22, and the inner wall of the rib groove 1a enclose to form a greening groove 2a.
具体地,为了在保证绿化槽安装件2的结构强度可以满足绿化槽2a内所设置的种植土200及植物300的重量要求的同时,还可以提高重力式挡墙100的施工效率,本实施例的绿化槽安装件2为利用钢筋混凝土一次性浇筑所形成的钢筋混凝土预制件。在建造重力式挡墙100时,可以先通过现场浇筑的方式形成墙身1,并在在立模现浇墙身1时,在肋槽1a的内壁上预留出相应尺寸的插接槽1b。安装绿化槽安装件2之前,插接槽1b中可以先涂抹一定量的润滑脂,比如黄油,以避免底板21在插入插接槽1b的过程中发生损坏,然后将底板21与插接槽1b插接配合,底板21与插接槽1b之间的接缝可以采用水泥砂浆进行塞填密封,从而可以保证施工质量可控。可以理解的是,在其它实施例中,也可以通过现场浇筑的方式来设置绿化槽安装件2。Specifically, in order to ensure that the structural strength of the greening groove installation part 2 can meet the weight requirements of the planting soil 200 and the plants 300 set in the greening groove 2a, and at the same time improve the construction efficiency of the gravity retaining wall 100, this embodiment The greening groove installation part 2 is a reinforced concrete prefabricated part formed by one-time pouring of reinforced concrete. When constructing the gravity retaining wall 100, the wall body 1 can be formed by casting on site first, and when the wall body 1 is cast in place in the vertical formwork, an insertion slot 1b of corresponding size is reserved on the inner wall of the rib groove 1a . Before installing the greening groove mounting part 2, a certain amount of lubricating grease, such as butter, can be smeared in the socket 1b to avoid damage to the bottom plate 21 during insertion into the socket 1b, and then connect the bottom plate 21 to the socket 1b. Inserting fit, the joint between the bottom plate 21 and the inserting groove 1b can be filled and sealed with cement mortar, so that the construction quality can be guaranteed to be controllable. It can be understood that, in other embodiments, the installation part 2 for the greening channel can also be provided by casting in situ.
请继续参阅图1,本实施例的绿化槽安装件2上形成有第一泄水孔21a,第一泄水孔21a与绿化槽2a连通。设置第一泄水孔21a的目的在于可以及时地将绿化槽2a中的积水排出,以避免绿化槽2a中内形成内涝而影响植物300的生长和存活。本实施例的第一泄水孔21a是设置在底板21上,在其它实施例中,第一泄水孔21a也可以设置在背板22上,只要可以便于排出绿化槽2a中的积水即可。Please continue to refer to FIG. 1 , a first drain hole 21 a is formed on the greening groove installation part 2 of this embodiment, and the first drain hole 21 a communicates with the greening groove 2 a. The purpose of providing the first weep hole 21a is to discharge the accumulated water in the greening tank 2a in time, so as to avoid waterlogging in the greening tank 2a and affect the growth and survival of the plants 300 . The first drain hole 21a of the present embodiment is arranged on the base plate 21, and in other embodiments, the first drain hole 21a can also be arranged on the back plate 22, as long as it is convenient to discharge the accumulated water in the greening tank 2a. Can.
请继续参阅图1,本实施例的墙身1上形成第二泄水孔1d,第二泄水孔1d贯穿墙身1的墙背1e和肋槽1a的内壁,且与绿化槽2a连通。也就是说,第二泄水孔1d的一端与位于墙身1的墙背1e一侧的土体连通,第二泄水孔1d的另一端与绿化槽2a连通,由此可以及时排出土体中的地下水,在保障土体的稳定性的同时,还可以将排出的地下水通过第二泄水孔1d引入绿化槽2a中,以灌溉绿化槽2a中的植物300,防止植物300因为缺水而枯死。本实施例设置了多个绿化槽2a,因此,第二泄水孔1d也设置了多个,由此可以保证每个绿化槽2a中的植物300都可以通过对应的第二泄水孔1d中流出的地下水对其进行灌溉。本实施例中的每个第二泄水孔1d均设置在对应的绿化槽2a的上方,相当于从第二泄水孔1d中排出的地下水是从绿化槽2a的上方流入绿化槽2a中。在其它实施例中,第二泄水孔1d也可以与绿化槽2a的设置位置处所对应的肋槽1a的内壁连通,相当于从第二泄水孔1d中排出的地下水可以直接流入种植土200中。Please continue to refer to FIG. 1 , a second drain hole 1d is formed on the wall body 1 of this embodiment, and the second drain hole 1d penetrates the wall back 1e of the wall body 1 and the inner wall of the rib groove 1a, and communicates with the greening groove 2a. That is to say, one end of the second drain hole 1d communicates with the soil on the side of the wall back 1e of the wall body 1, and the other end of the second drain hole 1d communicates with the greening groove 2a, so that the soil can be discharged in time While ensuring the stability of the soil, the groundwater discharged can also be introduced into the greening tank 2a through the second weep hole 1d to irrigate the plants 300 in the greening tank 2a to prevent the plants 300 from dying due to lack of water. dead. This embodiment is provided with a plurality of greening grooves 2a, therefore, a plurality of second drain holes 1d are also provided, thus ensuring that the plants 300 in each greening groove 2a can pass through the corresponding second drain holes 1d. It is irrigated by the outflow of groundwater. Each second drain hole 1d in this embodiment is set above the corresponding greening groove 2a, which means that the groundwater discharged from the second draining hole 1d flows into the greening groove 2a from above the greening groove 2a. In other embodiments, the second drain hole 1d can also communicate with the inner wall of the rib groove 1a corresponding to the setting position of the greening groove 2a, which means that the groundwater discharged from the second drain hole 1d can directly flow into the planting soil 200 middle.
请继续参阅图1,本实施例的重力式挡墙100还包括墙背反滤层3,墙背反滤层3与墙身1的墙背1e连接。墙背反滤层3具有排水、过滤、防渗、缓冲等功能,由此可以提高重力式挡墙100的稳定性。Please continue to refer to FIG. 1 , the gravity retaining wall 100 of this embodiment further includes a wall back filter layer 3 , and the wall back filter layer 3 is connected to the wall back 1 e of the wall body 1 . The reverse filter layer 3 at the back of the wall has functions such as drainage, filtration, seepage prevention, and buffering, thereby improving the stability of the gravity retaining wall 100 .
请继续参阅图1,本实施例的重力式挡墙100还包括墙顶平台封闭层5和第一墙背防渗层4,墙顶平台封闭层5与墙身1的墙背1e连接,且靠近墙身1的墙顶1f,墙背反滤层3靠近墙顶平台封闭层5的一端与墙顶平台封闭层5之间具有间隔,第一墙背防渗层4与墙身1的墙背1e连接,且位于墙背反滤层3靠近墙顶平台封闭层5的一端与墙顶平台封闭层5之间的间隔处。第一墙背防渗层4可以减少地表的雨水渗入土体中,以防止土体中的积水过多而出现安全隐患。Please continue to refer to Fig. 1, the gravity type retaining wall 100 of the present embodiment also includes a wall top platform sealing layer 5 and a first wall back anti-seepage layer 4, the wall top platform sealing layer 5 is connected with the wall back 1e of the wall body 1, and Close to the wall top 1f of the wall body 1, there is an interval between the end of the wall back filter layer 3 close to the wall top platform sealing layer 5 and the wall top platform sealing layer 5, the first wall back anti-seepage layer 4 and the wall back of the wall body 1 1e is connected and located at the interval between the end of the wall back filter layer 3 close to the wall top platform sealing layer 5 and the wall top platform sealing layer 5 . The first anti-seepage layer 4 on the back of the wall can reduce the infiltration of rainwater on the surface into the soil, so as to prevent potential safety hazards due to excessive water accumulation in the soil.
请继续参阅图1,本实施例的重力式挡墙100还包括第二墙背防渗层6,墙背反滤层3远离墙顶平台封闭层5的一端位于墙身1的墙前基回填面B靠近墙顶平台封闭层5的一侧,也就是说,墙背反滤层3远离墙顶平台封闭层5的一端向下不超过墙身1的墙前基回填面B,第二墙背防渗层6与墙身1的墙背1e连接,且位于墙身1的墙前基回填面B远离墙顶平台封闭层5的一侧。第二墙背防渗层6可以进一步减少土体中的地下水渗入重力式挡墙100的地基部位而影响重力式挡墙100的稳定性。需要说明的是,第一墙背防渗层4和/或第二墙背防渗层6可以根据需要进行设置,在此不做限制。Please continue to refer to FIG. 1 , the gravity retaining wall 100 of the present embodiment also includes a second anti-seepage layer 6 at the back of the wall, and the end of the anti-filtration layer 3 at the back of the wall away from the sealing layer 5 of the platform at the top of the wall is located at the backfill surface of the front wall of the wall body 1 B is close to the side of the wall top platform sealing layer 5, that is to say, the wall back filter layer 3 is away from the end of the wall top platform sealing layer 5 downwards and does not exceed the wall front base backfill surface B of the wall body 1, and the second wall back protection The seepage layer 6 is connected to the wall back 1e of the wall body 1, and is located on the side of the front foundation backfill surface B of the wall body 1 away from the sealing layer 5 of the wall top platform. The second anti-seepage layer 6 at the back of the wall can further reduce the penetration of groundwater in the soil into the foundation of the gravity retaining wall 100 and affect the stability of the gravity retaining wall 100 . It should be noted that the first wall-back anti-seepage layer 4 and/or the second wall-back anti-seepage layer 6 can be provided according to needs, which are not limited here.
本实施例的重力式挡墙100的施工过程如下:The construction process of the gravity retaining wall 100 of the present embodiment is as follows:
(1)、平整场地,根据地基条件进行必要的地基处理;(1) Level the site and carry out necessary foundation treatment according to the foundation conditions;
(2)、进行基础开挖,地基处理平整夯实完成后,按设计要求填筑墙身1的底部;(2), carry out foundation excavation, after foundation treatment leveling and tamping is finished, fill the bottom of wall body 1 according to design requirement;
(3)、根据肋槽1a的位置与尺寸立模、现浇墙身1,并按照养护标准进行养护,待到混凝土达到养护标准后拆模;(3), according to the position and size of the rib groove 1a, the formwork is established, the cast-in-place wall body 1 is maintained according to the maintenance standard, and the formwork is removed after the concrete reaches the maintenance standard;
(4)、进行墙背反滤层3、第一墙背防渗层4、第二墙背防渗层6等设施的安装,安装完后对墙背1e等位置进行回填;(4), carry out the installation of anti-seepage layer 3 at the back of the wall, the anti-seepage layer 4 at the back of the wall, the anti-seepage layer 6 at the back of the second wall, and backfill the positions such as the back of the wall 1e after installation;
(5)、现场安装绿化槽安装件2,并对绿化槽安装件2与墙身1之间的连接位置采用水泥砂浆进行塞填封闭;(5), install the greening groove mounting part 2 on site, and use cement mortar to fill and seal the connection position between the greening groove mounting part 2 and the wall body 1;
具体地,绿化槽安装件2提前预制好,安装时,宜采用机械进行吊装。安装绿化槽安装件2之前,插接槽1b中可以先涂抹一定量的润滑脂,比如黄油,以避免底板21在插入插接槽1b的过程中发生损坏,然后将底板21与插接槽1b插接配合,底板21与插接槽1b之间的接缝、以及背板22与墙身1之间的接缝可以采用水泥砂浆进行塞填密封。Specifically, the installation part 2 of the greening groove is prefabricated in advance, and should be hoisted by machinery during installation. Before installing the greening groove mounting part 2, a certain amount of lubricating grease, such as butter, can be smeared in the socket 1b to avoid damage to the bottom plate 21 during insertion into the socket 1b, and then connect the bottom plate 21 to the socket 1b. The joints between the base plate 21 and the socket slot 1 b and the joints between the back plate 22 and the wall body 1 can be plugged and sealed with cement mortar.
(6)、浇筑墙顶平台封闭层5。(6), pouring wall top platform sealing layer 5.
施工完成后,可以绿化槽2a中回填种植土200,并栽种植物300。After the construction is completed, the planting soil 200 can be backfilled in the greening tank 2a, and the plants 300 can be planted.
以上,仅为本发明的具体实施方式,但本发明的保护范围并不同限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,可轻易想到变化或替换,都应涵盖在本发明的保护范围之内。因此,本发明的保护范围应以权利要求的保护范围为准。The above is only a specific embodiment of the present invention, but the scope of protection of the present invention is not limited thereto. Anyone familiar with the technical field can easily think of changes or replacements within the technical scope disclosed in the present invention, and they should all be included in the scope of the present invention. within the protection scope of the present invention. Therefore, the protection scope of the present invention should be based on the protection scope of the claims.
Claims (10)
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Application publication date: 20191108 |