CN202509355U - Novel roadbed side slope protective structure and prefabricated concrete block used in the same - Google Patents

Novel roadbed side slope protective structure and prefabricated concrete block used in the same Download PDF

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CN202509355U
CN202509355U CN201220166548.XU CN201220166548U CN202509355U CN 202509355 U CN202509355 U CN 202509355U CN 201220166548 U CN201220166548 U CN 201220166548U CN 202509355 U CN202509355 U CN 202509355U
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concrete block
side slope
roadbed side
precast concrete
slope protection
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周瑞泽
赵庆臣
李磊磊
郭玉鹏
冀侠荣
毕研美
张万雷
姜雷
黄峻峻
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China Railway No 10 Engineering Group Co Ltd
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    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
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Abstract

本实用新型公开了一种新型路基边坡防护结构及所用的预制混凝土块,属于路基工程技术领域。新型路基边坡防护结构,基础为墁石基础,其特征是:其包括由预制混凝土块(1)沿路基边坡坡面紧密铺设形成的护坡层(5)和设置在所述护坡层(5)下部的渗水垫层(6),所述预制混凝土块(1)为正六棱柱结构,其上设有贯通柱体上下表面的排水孔(7)。本实用新型结构简单,安全性高且美观,且该防护结构施工简单,污染小,施工成本低。

Figure 201220166548

The utility model discloses a novel roadbed slope protection structure and a used prefabricated concrete block, belonging to the technical field of roadbed engineering. A new roadbed slope protection structure, the foundation is a stone foundation, and it is characterized in that it includes a slope protection layer (5) formed by laying prefabricated concrete blocks (1) closely along the slope surface of the roadbed slope, and a slope protection layer (5) arranged on the slope protection layer (5). ) lower part of the seepage cushion (6), the prefabricated concrete block (1) is a regular hexagonal prism structure, and is provided with drainage holes (7) penetrating the upper and lower surfaces of the cylinder. The utility model has simple structure, high safety and beautiful appearance, and the protective structure has simple construction, little pollution and low construction cost.

Figure 201220166548

Description

新型路基边坡防护结构及所用的预制混凝土块New roadbed slope protection structure and prefabricated concrete block used

技术领域 technical field

本实用新型涉及一种铁路、公路、市政道路等路基边坡防护结构,属于路基工程技术领域。本实用新型还涉及一种用于路基边坡护砌的预制混凝土块。The utility model relates to a roadbed slope protection structure for railways, highways, municipal roads, etc., and belongs to the technical field of roadbed engineering. The utility model also relates to a prefabricated concrete block used for roadbed slope protection.

背景技术 Background technique

路基边坡护砌广泛应用于铁路、公路、市政道路等各类路基工程,通常是采用浆砌片石来防护路基边坡。采用浆砌片石来防护路基边坡时,施工过程中通常会因建筑地材(片石)匮乏或片石质量差等因素,无法满足路基护坡内实外美的质量要求,影响工程的安全质量。Roadbed slope protection is widely used in various roadbed projects such as railways, highways, and municipal roads. Usually, mortar rubble is used to protect the roadbed slope. When masonry rubble is used to protect the embankment slope, during the construction process, due to factors such as lack of building ground materials (gravel) or poor quality of the rubble, it cannot meet the quality requirements of the internal and external beauty of the embankment slope protection, which affects the safety and quality of the project.

此外,采用浆砌片石防护路基边坡,施工人力、材料等资源投入较多,施工工期长,成本高,施工质量控制难度较大,而且现场拌合水泥浆砌筑片石,极易造成水源与耕地等环境污染。In addition, the use of masonry rubble to protect the embankment slope requires a lot of resources such as construction manpower and materials, long construction period, high cost, and difficult construction quality control. Moreover, cement masonry is mixed on site to build rubble, which can easily cause water and water pollution. Environmental pollution such as cultivated land.

发明内容 Contents of the invention

针对现有技术中存在的上述缺陷,本实用新型提供了一种新型的路基边坡防护结构,其铺砌的边坡安全性能高、美观,且该防护结构施工简单,污染小,施工成本低。Aiming at the above-mentioned defects in the prior art, the utility model provides a new roadbed slope protection structure, the paved slope has high safety performance and is beautiful, and the protection structure is simple in construction, less polluted and low in construction cost.

本实用新型是通过如下技术方案来实现的:一种新型路基边坡防护结构,基础为墁石基础,其特殊之处是,其包括由预制混凝土块沿路基边坡坡面紧密铺设形成的护坡层和设置在所述护坡层下部的渗水垫层,所述预制混凝土块为正六棱柱结构,其上设有贯通柱体上下表面的排水孔。The utility model is realized through the following technical solutions: a new roadbed slope protection structure, the foundation is a stone foundation, and its special feature is that it includes a slope protection formed by laying prefabricated concrete blocks closely along the roadbed slope surface The layer and the seepage cushion layer arranged at the lower part of the slope protection layer, the prefabricated concrete block is a regular hexagonal prism structure, and there are drainage holes penetrating the upper and lower surfaces of the prism.

本实用新型是利用正六棱柱结构的预制混凝土块作为铺砌护坡材料,通过正六棱柱混凝土块在铺砌时相互紧密贴合形成高稳定性结构的护坡层,另一方面预制混凝土块强度可靠,可满足路基护坡对砌筑块的强度要求,从而使铺砌的护坡具有比较高的稳定性和强度,可有效保证护坡质量。护坡层下部的渗水垫层及设置在混凝土块上的排水孔可有效进行渗排水,保证护坡质量及寿命。The utility model uses the prefabricated concrete blocks of regular hexagonal prism structure as paving slope protection material, and forms a high-stability slope protection layer through the regular hexagonal prism concrete blocks being closely attached to each other during paving. Slope protection requires the strength of masonry blocks, so that the paved slope protection has relatively high stability and strength, which can effectively ensure the quality of slope protection. The seepage cushion at the lower part of the slope protection layer and the drainage holes arranged on the concrete block can effectively carry out seepage and drainage, and ensure the quality and life of the slope protection.

为了提高护坡砌筑质量,防止护坡失稳下滑,本实用新型在边坡坡脚处设有混凝土挡块,所述混凝土挡块在其宽度方向上的其中一部分扎根于墁石基础上,其另一部分扎根于边坡上。In order to improve the quality of slope protection masonry and prevent slope protection from falling down, the utility model is provided with a concrete block at the foot of the slope, and a part of the concrete block in the width direction is rooted on the stone foundation, and the other Part of it is rooted on the slope.

进一步的方案是,所述混凝土挡块的高为10cm,宽为15cm,其中扎根于墁石基础上的宽度为10cm。A further solution is that the concrete block has a height of 10cm and a width of 15cm, wherein the width of the block rooted on the base of the mortar is 10cm.

本实用新型中的渗水垫层可采用水稳定性好的渗水性填料铺设。考虑到渗水填料的渗水性能可靠性及经济性,本实用新型中所述渗水垫层为砂砾垫层。为了保证渗水垫层的渗水效果,所述砂砾垫层的厚度为0.08m。The water-permeable cushion in the utility model can be laid with water-permeable fillers with good water stability. Considering the reliability and economy of the water seepage performance of the water seepage filler, the water seepage cushion described in the utility model is a gravel cushion. In order to ensure the water seepage effect of the seepage cushion, the thickness of the gravel cushion is 0.08m.

为了提高混凝土块的强度同时兼顾经济性,所述预制混凝土块为C25素混凝土块。In order to improve the strength of the concrete block while taking into account the economy, the prefabricated concrete block is a C25 plain concrete block.

本实用新型中的用于路基边坡护砌的预制混凝土块所采用的技术方案是:该预制混凝土块为正六棱柱结构,其上设有贯通柱体上下表面的排水孔。The technical scheme adopted by the prefabricated concrete block used for roadbed slope protection in the utility model is: the prefabricated concrete block is a regular hexagonal prism structure, and there are drainage holes penetrating the upper and lower surfaces of the column body.

本实用新型中的预制混凝土的标号均可根据实际需要适当调整,为了保证预制混凝土块的强度,同时兼顾经济性,所述预制混凝土块为C25素混凝土块。The labels of the prefabricated concrete in the utility model can be properly adjusted according to actual needs. In order to ensure the strength of the prefabricated concrete block while taking into account the economy, the prefabricated concrete block is a C25 plain concrete block.

为了保证混凝土预制块的质量,同时兼顾美观、实用性与经济性,所述预制混凝土块的边长为15cm-30cm,厚度为8cm-12cm。边长优选为15cm,厚度优选为8cm,排水孔7优选直径为5cm的圆孔。In order to ensure the quality of the prefabricated concrete block while taking into account aesthetics, practicality and economy, the side length of the prefabricated concrete block is 15cm-30cm, and the thickness is 8cm-12cm. The side length is preferably 15cm, the thickness is preferably 8cm, and the drainage hole 7 is preferably a circular hole with a diameter of 5cm.

本实用新型的有益效果是:本实用新型利用正六棱柱结构的预制混凝土块作为铺砌护坡材料,不仅能大大提高砌筑的护坡的稳定性及安全性,且由于混凝土块强度高,利用其砌筑的护坡强度高,能有效保证护坡质量和寿命;其次,本实用新型由于采用预制混凝土块作为铺砌材料,混凝土块可批量生产,尺寸稳定,铺砌时施工速度快,可有效缩短工期,降低施工成本,铺设的护坡美观,同时不需要现场拌合水泥,施工中的污染小。The beneficial effects of the utility model are: the utility model uses the prefabricated concrete block of the regular hexagonal prism structure as the slope protection material for paving, which not only can greatly improve the stability and safety of the slope protection built by masonry, but also because of the high strength of the concrete block, it is easy to use its masonry The strength of the slope protection is high, which can effectively guarantee the quality and life of the slope protection; secondly, because the utility model uses prefabricated concrete blocks as paving materials, the concrete blocks can be mass-produced, the size is stable, and the construction speed is fast when paving, which can effectively shorten the construction period and reduce construction costs. , the paved slope protection is beautiful, and at the same time, no cement mixing is required on site, and the pollution during construction is small.

附图说明 Description of drawings

图1是本实用新型具体实施方式中的利用预制混凝土块铺砌的护坡主视示意图;Fig. 1 is the front schematic diagram of the slope protection that utilizes prefabricated concrete blocks to pave in the utility model embodiment;

图2是图1中的A-A剖视示意图;Fig. 2 is a schematic sectional view of A-A in Fig. 1;

图3是图1中的预制混凝土块的结构示意图;Fig. 3 is the structural representation of the prefabricated concrete block in Fig. 1;

图中,1、预制混凝土块,2、排水槽,3、墁石基础,4、半块预制混凝土块,5、护坡层,6、渗水垫层,7、排水孔,8、混凝土挡块。In the figure, 1. prefabricated concrete block, 2. drainage channel, 3. stone foundation, 4. half prefabricated concrete block, 5. slope protection layer, 6. seepage cushion, 7. drainage hole, 8. concrete block.

具体实施方式 Detailed ways

下面结合附图及非限定性的实施例对本实用新型作进一步的说明:Below in conjunction with accompanying drawing and non-limiting embodiment, the utility model is further described:

如附图1-2所示,一种新型路基边坡防护结构,护坡基础为墁石基础3,采用预制混凝土块1沿边坡坡面紧密铺设形成护坡层5,护坡层5的下部设有渗水垫层6。渗水垫层6的渗水填料可采用水稳定性好的渗水性填料,本实施例中渗水垫层为砂砾垫层,其厚度为0.08m。在边坡坡脚处设有混凝土挡块8,混凝土挡块8在其宽度方向上的其中一部分扎根于墁石基础3上,其另一部分扎根于边坡上。本实施例中混凝土挡块8的高度为10cm,宽度为15cm,其中混凝土挡块8在宽度方向上有10cm扎根在墁石基础3上,有5cm扎根在护坡上。沿线路方向每隔15m设有一处排水槽2,预制混凝土块1铺砌起止里程均以排水槽2结束。As shown in the accompanying drawings 1-2, a new type of subgrade slope protection structure, the slope protection foundation is the stone foundation 3, and the prefabricated concrete block 1 is closely laid along the slope surface to form a slope protection layer 5, and the lower part of the slope protection layer 5 is provided with water seepage Cushion 6. The water seepage filler of the water seepage cushion layer 6 can adopt water permeability filler with good water stability. In this embodiment, the water seepage cushion layer is a gravel cushion layer with a thickness of 0.08m. A concrete block 8 is provided at the slope toe of the slope, and a part of the concrete block 8 in its width direction is rooted on the stone foundation 3, and the other part is rooted on the side slope. The height of concrete block 8 in the present embodiment is 10cm, and width is 15cm, and wherein concrete block 8 has 10cm to be rooted on the stone base 3 in width direction, and 5cm is rooted on the slope protection. There is a drainage groove 2 every 15m along the line direction, and the starting and ending mileage of paving the precast concrete block 1 ends with the drainage groove 2.

如图3所示,所述预制混凝土块1为正六棱柱结构,其为C25素混凝土预制块,六棱柱上设有贯通柱体上下表面的排水孔7,排水孔7用于满足路基内部向外渗水的要求。排水孔7的形状可为圆孔或椭圆孔或三角形孔或矩形孔或其他的形状。排水孔7最好设置在预制块的中间。As shown in Figure 3, the prefabricated concrete block 1 is a regular hexagonal prism structure, which is a C25 plain concrete prefabricated block. The hexagonal prism is provided with drainage holes 7 that penetrate the upper and lower surfaces of the cylinder. Water penetration requirements. The shape of the drainage hole 7 can be a round hole or an oval hole or a triangular hole or a rectangular hole or other shapes. The drainage hole 7 is preferably arranged in the middle of the prefabricated block.

在实际砌筑过程中,预制混凝土块可以部分切割,如图1所示,在坡脚处可采用半块预制混凝土块4进行砌筑。In the actual masonry process, the prefabricated concrete block can be partially cut, as shown in Figure 1, half a prefabricated concrete block 4 can be used for masonry at the foot of the slope.

本实用新型中所采用的预制混凝土块1的边长、厚度、预制块上排水孔的尺寸及混凝土的标号均可根据实际需要适当调整。为了保证预制混凝土块的质量,同时兼顾美观、实用性与经济性,预制混凝土块1的边长最好在15cm-30cm,厚度最好在8cm-12cm。本实施例中所示的预制混凝土块1的边长为15cm,厚度为8cm,设置在预制混凝土块1中间的排水孔7为直径为5cm的圆孔。根据以上数据,每一块六棱块体积0.0047m3,面积0.0584m2,每平米铺设六棱块17.11块,每平米C25混凝土用量为0.08方。其施工成本大大低于采用现有技术铺砌的成本。The size of the side length and thickness of the prefabricated concrete block 1 adopted in the utility model, the size of the drainage hole on the prefabricated block and the label of the concrete all can be adjusted appropriately according to actual needs. In order to ensure the quality of the prefabricated concrete block, while taking into account the aesthetics, practicality and economy, the side length of the prefabricated concrete block 1 is preferably 15cm-30cm, and the thickness is preferably 8cm-12cm. The prefabricated concrete block 1 shown in this embodiment has a side length of 15 cm and a thickness of 8 cm. The drain hole 7 arranged in the middle of the precast concrete block 1 is a circular hole with a diameter of 5 cm. According to the above data, the volume of each hexagonal block is 0.0047m 3 and the area is 0.0584m 2 , 17.11 hexagonal blocks are laid per square meter, and the amount of C25 concrete per square meter is 0.08 cubic meters. Its construction cost is much lower than the cost of paving with the prior art.

本实施例的其他部分采用现有技术,在此不再赘述。The other parts of this embodiment adopt the existing technology, which will not be repeated here.

Claims (10)

1. novel roadbed side slope safeguard structure; The basis is the pave floor with bricks, stones etc. stone foundation; It is characterized in that: it comprises bank protection layer (5) that is formed along the domatic tight laying of roadbed side slope by precast concrete block (1) and the infiltration bed course (6) that is arranged on said bank protection layer (5) bottom; Said precast concrete block (1) is positive six prism structures, which is provided with the drain hole (7) that connects the cylinder upper and lower surfaces.
2. novel roadbed side slope safeguard structure according to claim 1; It is characterized in that: be provided with concrete block (8) at side slope toe place; Said concrete block (8) is taken root in the pave floor with bricks, stones etc. stone foundation in the wherein part on its width, and its another part is taken root on side slope.
3. novel roadbed side slope safeguard structure according to claim 2 is characterized in that: the height of said concrete block (8) is 10cm, and width is 15cm, and the width of wherein taking root in the pave floor with bricks, stones etc. stone foundation is 10cm.
4. according to claim 1 or 2 or 3 described novel roadbed side slope safeguard structures, it is characterized in that: said infiltration bed course (6) is the gravel bed course.
5. novel roadbed side slope safeguard structure according to claim 4 is characterized in that: the thickness of said gravel bed course is 0.08m.
6. according to claim 1 or 2 or 3 described novel roadbed side slope safeguard structures, it is characterized in that: said precast concrete block (1) is a C25 plain concrete piece.
7. precast concrete block that is used for the roadbed side slope revetment is characterized in that: it is positive six prism structures, which is provided with the drain hole (7) that connects the cylinder upper and lower surfaces.
8. the precast concrete block that is used for the roadbed side slope revetment according to claim 7 is characterized in that: said precast concrete block (1) is a C25 plain concrete piece.
9. according to claim 7 or the 8 described precast concrete blocks that are used for the roadbed side slope revetment, it is characterized in that: the length of side of said precast concrete block (1) is 15-30cm, and thickness is 8-12cm.
10. the precast concrete block that is used for the roadbed side slope revetment according to claim 9 is characterized in that: the length of side of said precast concrete block (1) is 15cm, and thickness is 8cm, and drain hole (7) is the circular hole of 5cm for diameter.
CN201220166548.XU 2012-04-19 2012-04-19 Novel roadbed side slope protective structure and prefabricated concrete block used in the same Expired - Fee Related CN202509355U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102644224A (en) * 2012-04-19 2012-08-22 中铁十局集团有限公司 Novel roadbed side slope building protecting method and precast concrete blocks therefor
CN113818456A (en) * 2021-09-26 2021-12-21 中铁二十二局集团第五工程有限公司 Green light-duty retaining structure of intensive building crowd downhill path

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102644224A (en) * 2012-04-19 2012-08-22 中铁十局集团有限公司 Novel roadbed side slope building protecting method and precast concrete blocks therefor
CN113818456A (en) * 2021-09-26 2021-12-21 中铁二十二局集团第五工程有限公司 Green light-duty retaining structure of intensive building crowd downhill path

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