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CN206512674U - The barrier wall structure that ecology is combined with hard phase - Google Patents

The barrier wall structure that ecology is combined with hard phase Download PDF

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Publication number
CN206512674U
CN206512674U CN201720200314.5U CN201720200314U CN206512674U CN 206512674 U CN206512674 U CN 206512674U CN 201720200314 U CN201720200314 U CN 201720200314U CN 206512674 U CN206512674 U CN 206512674U
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wall structure
combined
barrier wall
hard phase
ecology
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CN201720200314.5U
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邓安妍
管凛
杨兵
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Hohai University HHU
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Hohai University HHU
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Abstract

The utility model discloses the barrier wall structure that a kind of ecology is combined with hard phase; belong to barrier wall structure technical field; aim to provide the barrier wall structure that a kind of ecology is combined with hard phase; with can preserve the ecological environment; the advantage of barricade intensity effect can be met again; its drip irrigation device is the position that the concrete bodies are arranged on below river course ordinary water level; the concrete bodies upper end is provided with ecological block barricade body; the ecological block barricade body is provided with graded broken stone layer away from the side in river course, and the graded broken stone layer is wrapped with geotechnological layer of cloth.

Description

生态与硬质相结合的挡墙结构Retaining wall structure combining ecology and rigidity

技术领域technical field

本实用新型涉及挡墙结构技术领域,特别涉及一种生态与硬质相结合的挡墙结构。The utility model relates to the technical field of retaining wall structures, in particular to a retaining wall structure combining ecology and rigidity.

背景技术Background technique

在城市河道治理中,通常需要在河道边坡位置处设置挡墙,以防在水流冲刷作用下导致河道两岸的基底坍塌,造成道路中断、建筑物损毁等严重后果。In urban river management, it is usually necessary to set up retaining walls at the slope of the river to prevent the foundations on both sides of the river from collapsing under the action of water erosion, resulting in serious consequences such as road interruption and building damage.

公开号为CN205348098U的中国专利公开了一种用于河道的挡墙结构,该挡墙结构包括至少通过石笼堆叠设置形成的第一挡墙主体,所述石笼包括笼体、装填至该笼体内的块状物料以及灌注至该笼体内的胶凝材料,该胶凝材料至少充填相邻所述块状物料之间的缝隙以将所述笼体内的所述块状物料粘结为整体结构。但是该挡墙结构在增强墙体强度功效外却往往忽视了其对环境的破坏,该挡墙结构减少了土壤与水体之间的物质交换,使原本生机勃勃的河道失去生命力,造成具有净水功能的水生植物生长困难,河水自净能力下降。The Chinese patent with the publication number CN205348098U discloses a retaining wall structure for a river course. The retaining wall structure includes at least a first retaining wall main body formed by stacking gabions. The gabions include a cage body and are filled into the cage The block material in the body and the gelling material poured into the cage, the gelling material at least fills the gap between the adjacent block materials to bond the block material in the cage into a whole structure . However, the retaining wall structure often ignores its damage to the environment in addition to enhancing the strength of the wall. The retaining wall structure reduces the material exchange between the soil and the water body, which makes the originally vibrant river lose its vitality, resulting in clean water. The growth of functional aquatic plants is difficult, and the self-purification ability of river water is reduced.

实用新型内容Utility model content

针对现有技术存在的不足,本实用新型的目的在于提供一种生态与硬质相结合的挡墙结构,具有既能保护生态环境,又能满足挡墙强度功效的优点。In view of the deficiencies in the prior art, the purpose of the utility model is to provide a retaining wall structure combining ecology and rigidity, which has the advantages of not only protecting the ecological environment, but also satisfying the strength and function of the retaining wall.

为实现上述目的,本实用新型提供了如下技术方案:一种生态与硬质相结合的挡墙结构,包括设置在河道两侧的混凝土体,所述混凝土体设置在河道常水位以下的位置,所述混凝土体上端设有生态砌块挡墙体,所述生态砌块挡墙体背离河道的一侧设有级配碎石层,所述级配碎石层外包裹有土工布层。In order to achieve the above purpose, the utility model provides the following technical solutions: a retaining wall structure combining ecology and rigidity, including concrete bodies arranged on both sides of the river channel, the concrete body is arranged at a position below the normal water level of the river channel, The upper end of the concrete body is provided with an ecological block retaining wall, and the side of the ecological block retaining wall away from the river is provided with a graded crushed stone layer, and the graded crushed stone layer is wrapped with a geotextile layer.

通过采用上述技术方案,常水位下端设置的混凝土体起到抗冲刷,满足强度的功效,在常水位上端的生态砌块挡墙体利于岸坡植物和水生植物的生长,生态砌块挡墙体上的级配碎石层以及土工布层利于生态砌块挡墙体上植物的生长,稳定了土体,混凝土体与生态砌块挡墙体两种墙体的结合,既保证了挡墙基础的稳定性也提高了挡墙的生态性。By adopting the above technical scheme, the concrete body set at the lower end of the constant water level can resist erosion and meet the effect of strength, and the ecological block retaining wall at the upper end of the constant water level is conducive to the growth of bank slope plants and aquatic plants, and the ecological block retaining wall The graded crushed stone layer and geotextile layer on the top are conducive to the growth of plants on the ecological block retaining wall and stabilize the soil. The combination of the concrete body and the ecological block retaining wall not only ensures the foundation of the retaining wall The stability also improves the ecology of the retaining wall.

本实用新型进一步设置为:所述生态砌块挡墙体内设有土工格栅层,所述土工格栅层的一端延伸出土工布层。The utility model is further configured as follows: the ecological block retaining wall is provided with a geogrid layer, and one end of the geogrid layer extends out of the geotextile layer.

通过采用上述技术方案,土工格栅层铺设在生态砌块挡墙体内可防止生态砌块挡墙体滑坡并且施工方便,增加了生态砌块挡墙体的抗冲刷性,将土工格栅层的一端延伸出土工布层,土工格栅层与级配碎石层内的碎石嵌锁力强以及与伸出土工布层的土体的嵌锁力强,提高级配碎石层的整体性以及土体的稳定性,土工格栅层抗拉强度高,抗撕裂强度大。By adopting the above technical scheme, laying the geogrid layer in the ecological block retaining wall can prevent the landslide of the ecological block retaining wall and facilitate construction, increase the erosion resistance of the ecological block retaining wall, and integrate the geogrid layer One end of the geotextile extends out of the geotextile layer, and the geogrid layer has a strong interlocking force with the gravel in the graded gravel layer and has a strong interlocking force with the soil protruding from the geotextile layer, which improves the overall quality of the graded gravel layer. The stability and stability of the soil, the geogrid layer has high tensile strength and high tear strength.

本实用新型进一步设置为:所述混凝土体上端开设有供生态砌块墙体嵌入的固定槽,下端两侧设有水平延伸的固定板。The utility model is further configured as follows: the upper end of the concrete body is provided with a fixing groove for embedding the ecological block wall, and horizontally extending fixing plates are arranged on both sides of the lower end.

通过采用上述技术方案,固定槽稳固了生态砌块墙体在混凝土体上的位置,使得生态砌块墙体下端固定稳定,固定板设置在混凝土体下端的两侧使得混凝土体更加稳固的固定在土体内,减小河道内的水向两侧挤压混凝土体时混凝土体的移动。By adopting the above technical scheme, the fixing groove stabilizes the position of the ecological block wall on the concrete body, so that the lower end of the ecological block wall is fixed and stable, and the fixing plates are arranged on both sides of the lower end of the concrete body to make the concrete body more stable. In the soil body, the movement of the concrete body when the water in the channel squeezes the concrete body to both sides is reduced.

本实用新型进一步设置为:所述固定板包括C30钢筋砼底板和设置在C30钢筋砼底板下端的C20素砼垫层。The utility model is further configured as follows: the fixing plate includes a C30 reinforced concrete bottom plate and a C20 plain concrete cushion layer arranged at the lower end of the C30 reinforced concrete bottom plate.

通过采用上述技术方案,C20素砼垫层保护C30钢筋砼底板,防止扰动,减少土体和水体对C30钢筋砼底板底部的侵蚀,C30钢筋砼底板对混凝土体起到支撑作用,稳定了混凝土体的位置。By adopting the above technical scheme, the C20 plain concrete cushion protects the C30 reinforced concrete floor, prevents disturbance, and reduces the erosion of soil and water on the bottom of the C30 reinforced concrete floor. The C30 reinforced concrete floor supports the concrete body and stabilizes the concrete body. s position.

本实用新型进一步设置为:所述C30钢筋砼底板的厚度为400mm,所述C20素砼垫层的厚度为100mm。The utility model is further set as follows: the thickness of the C30 reinforced concrete bottom plate is 400mm, and the thickness of the C20 plain concrete cushion is 100mm.

通过采用上述技术方案,C20素砼垫层的厚度为100mm,质量稳定,硬度高,对C30钢筋砼底板起到保护作用,C30钢筋砼底板的厚度为400mm,使得C30钢筋砼底板对混凝土体提供稳定的支撑力。By adopting the above technical scheme, the thickness of the C20 plain concrete cushion is 100mm, the quality is stable, and the hardness is high, which can protect the C30 reinforced concrete bottom plate. Stable support.

本实用新型进一步设置为:远离河道的所述固定板上设有嵌入土体内的防滑块。The utility model is further configured as: the fixed plate far away from the river is provided with an anti-skid block embedded in the soil body.

通过采用上述技术方案,防滑块减小了固定板在水体的挤压作用下的移动,使得固定板的位置稳定。By adopting the above technical solution, the anti-skid block reduces the movement of the fixed plate under the extrusion effect of the water body, so that the position of the fixed plate is stable.

本实用新型进一步设置为:所述固定板背离混凝土体的一侧设有若干插入土体内的木桩,所述木桩之间按照梅花形布置在固定板下端。The utility model is further configured as follows: the side of the fixed plate away from the concrete body is provided with a number of wooden stakes inserted into the soil body, and the wooden stakes are arranged at the lower end of the fixed plate according to a quincunx shape.

通过采用上述技术方案,木桩进一步将固定板固定在土体上,将木桩按照梅花形布置在固定板下端增加了固定板下端与土体的连接位置,使得固定板的位置更加稳定。By adopting the above technical solution, the wooden piles further fix the fixed plate on the soil, and the wooden piles are arranged at the lower end of the fixed plate in a quincunx shape to increase the connection position between the lower end of the fixed plate and the soil, making the position of the fixed plate more stable.

本实用新型进一步设置为:位于河道内的所述固定板的一侧铺设有块石层。The utility model is further configured as: a stone layer is laid on one side of the fixed plate located in the river channel.

通过采用上述技术方案,块石层减小了水体与固定板的接触,减小了水体对固定板的冲刷,以及减小水体进入固定板下端而造成固定板的晃动,保护了固定板。By adopting the above technical scheme, the block stone layer reduces the contact between the water body and the fixed plate, reduces the erosion of the water body on the fixed plate, and reduces the shaking of the fixed plate caused by the water entering the lower end of the fixed plate, thereby protecting the fixed plate.

与现有技术相比,本实用新型具有以下有益效果:在河道常水位下端设混凝土体增加了河道两端的强度,混凝土体上端的生态砌块挡墙体利于种植植物,生态砌块挡墙体上设置的级配碎石层和土工布层增加了抗冲刷性,以及生态砌块挡墙体的强度,混凝土体和生态砌块挡墙体的结合,既保证了挡墙基础的稳定性也提高了挡墙的生态性。Compared with the prior art, the utility model has the following beneficial effects: the concrete body at the lower end of the constant water level of the river channel increases the strength of both ends of the river channel, the ecological block retaining wall at the upper end of the concrete body is beneficial to planting plants, and the ecological block retaining wall The graded crushed stone layer and geotextile layer set on top increase the erosion resistance and the strength of the ecological block retaining wall. The combination of the concrete body and the ecological block retaining wall not only ensures the stability of the retaining wall foundation but also Improve the ecological performance of the retaining wall.

附图说明Description of drawings

图1为本实施例的结构示意图;Fig. 1 is the structural representation of present embodiment;

图2为本实施例的用于体现木桩的分布示意图。Fig. 2 is a schematic diagram showing the distribution of stakes in this embodiment.

图中,1、混凝土体;11、固定槽;12、固定板;121、C30钢筋砼底板;122、C20素砼垫层;123、防滑块;124、木桩;125、块石层;2、生态砌块挡墙体;21、级配碎石层;22、土工布层;23、土工格栅层。In the figure, 1, concrete body; 11, fixing groove; 12, fixing plate; 121, C30 reinforced concrete bottom plate; 122, C20 plain concrete cushion; 123, anti-slip block; 124, wood pile; 1. Ecological block retaining wall; 21. Graded gravel layer; 22. Geotextile layer; 23. Geogrid layer.

具体实施方式detailed description

以下结合附图对本实用新型作进一步详细说明。Below in conjunction with accompanying drawing, the utility model is described in further detail.

一种生态与硬质相结合的挡墙结构,如图1和图2,包括设置在河道两侧的混凝土体1,混凝土体1设置在河道常水位以下的位置,混凝土体1上端设有生态砌块挡墙体2,生态砌块挡墙体2背离河道的一侧设有级配碎石层21,级配碎石层21由300mm宽级配碎石制成,级配碎石层21外包裹有土工布层22,生态砌块里面可以种植花草,从而大大提高了该河道的景观效果,生态环保,和谐自然,生态砌块挡墙体2上的级配碎石层21以及土工布层22利于生态砌块挡墙体2上植物的生长,稳定了土体,混凝土体1与生态砌块挡墙体2两种墙体的结合,既保证了挡墙基础的稳定性也提高了挡墙的生态性。A retaining wall structure combining ecology and rigidity, as shown in Figure 1 and Figure 2, includes concrete bodies 1 arranged on both sides of the river, the concrete body 1 is arranged below the normal water level of the river, and the upper end of the concrete body 1 is equipped with an ecological The block retaining wall 2, the side of the ecological block retaining wall 2 facing away from the river is provided with a graded crushed stone layer 21, the graded crushed stone layer 21 is made of 300mm wide graded crushed stone, and the graded crushed stone layer 21 It is wrapped with a geotextile layer 22, and flowers and plants can be planted inside the ecological block, thereby greatly improving the landscape effect of the river, ecologically friendly, harmonious and natural, the graded crushed stone layer 21 on the ecological block retaining wall 2 and the geotextile Layer 22 is conducive to the growth of plants on the ecological block retaining wall body 2 and stabilizes the soil. The combination of the concrete body 1 and the ecological block retaining wall body 2 not only ensures the stability of the retaining wall foundation but also improves The ecology of the retaining wall.

如图1和图2,混凝土体1上端开设有供生态砌块墙体嵌入的固定槽11,下端两侧设有水平延伸的固定板12,固定板12包括C30钢筋砼底板121和设置在C30钢筋砼底板121下端的C20素砼垫层122,C30钢筋砼底板121的厚度为400mm,C20素砼垫层122的厚度为100mm,C20素砼垫层122保护C30钢筋砼底板121,减少土体和水体对C30钢筋砼底板121底部的侵蚀,使得C30钢筋砼底板121对混凝土体1起到稳定的支撑作用;位于河道内的固定板12的一侧铺设有块石层125,减小水体进入固定板12下端而造成固定板12的晃动。As shown in Figures 1 and 2, the upper end of the concrete body 1 is provided with a fixing groove 11 for the embedding of the ecological block wall, and horizontally extending fixing plates 12 are provided on both sides of the lower end. The C20 plain concrete cushion 122 at the lower end of the reinforced concrete bottom slab 121, the thickness of the C30 reinforced concrete bottom slab 121 is 400mm, the thickness of the C20 plain concrete cushion 122 is 100mm, and the C20 plain concrete cushion 122 protects the C30 reinforced concrete bottom slab 121, reducing soil mass. The erosion of the bottom of the C30 reinforced concrete bottom plate 121 by the water body makes the C30 reinforced concrete bottom plate 121 play a stable supporting role for the concrete body 1; a stone layer 125 is laid on one side of the fixed plate 12 in the river channel to reduce the water entering The lower end of the fixing plate 12 causes the shaking of the fixing plate 12 .

如图1和图2,另外将远离河道的固定板12上设有嵌入土体内的防滑块123,以及固定板12背离混凝土体1的一侧设有若干插入土体内的木桩124,防滑块123和木桩124将固定板12的位置固定,将木桩124之间按照梅花形布置在固定板12下端,木桩124长度为5000mm,在木桩124插入土体内之前,先将木桩124浸沥青一段时间,使得木桩124具有防腐性。As shown in Fig. 1 and Fig. 2, in addition, the fixed plate 12 far away from the river course is provided with an anti-slip block 123 embedded in the soil body, and the side of the fixed plate 12 away from the concrete body 1 is provided with some wooden stakes 124 inserted into the soil body, and the anti-slip block 123 and wooden stakes 124 fix the position of the fixed plate 12, arrange the wooden stakes 124 at the lower end of the fixed plate 12 according to the quincunx shape, the length of the wooden stakes 124 is 5000mm, before the wooden stakes 124 are inserted into the soil body, first place the wooden stakes 124 Dipping in asphalt for a period of time makes the stake 124 antiseptic.

如图1和图2,生态砌块挡墙体2内设有土工格栅层23,土工格栅层23铺设在生态砌块挡墙体2内可防止生态砌块挡墙体2滑坡并且施工方便,将土工格栅层23的一端延伸出土工布层22,土工格栅层23与级配碎石层21内的碎石嵌锁力强以及与伸出土工布层22的土体的嵌锁力强,提高级配碎石层21的整体性以及土体的稳定性。As shown in Fig. 1 and Fig. 2, the ecological block retaining wall body 2 is provided with a geogrid layer 23, and the geogrid layer 23 is laid in the ecological block retaining wall body 2 to prevent the ecological block retaining wall body 2 from landslide and construction Convenient, one end of the geogrid layer 23 is extended out of the geotextile layer 22, the geogrid layer 23 has a strong interlocking force with the gravel in the graded crushed stone layer 21 and the embedding force with the soil protruding from the geotextile layer 22 The locking force is strong, and the integrity of the graded gravel layer 21 and the stability of the soil are improved.

本实施例中生态砌块挡墙体2也可以是生态格网、生态袋等。In this embodiment, the ecological block retaining wall body 2 may also be an ecological grid, an ecological bag, or the like.

本具体实施例仅仅是对本实用新型的解释,其并不是对本实用新型的限制,本领域技术人员在阅读完本说明书后可以根据需要对本实施例做出没有创造性贡献的修改,但只要在本实用新型的权利要求范围内都受到专利法的保护。This specific embodiment is only an explanation of the utility model, and it is not a limitation of the utility model. After reading this description, those skilled in the art can make modifications to the embodiment without creative contribution according to needs, but as long as it is within the utility model All new claims are protected by patent law.

Claims (8)

1. the barrier wall structure that a kind of ecology is combined with hard phase, including it is arranged on the concrete bodies of river course both sides(1), its feature It is:The concrete bodies(1)It is arranged on the position below river course ordinary water level, the concrete bodies(1)Upper end is provided with ecological block Barricade body(2), the ecological block barricade body(2)Side away from river course is provided with graded broken stone layer(21), the graded broken stone Layer(21)It is wrapped with geotechnological layer of cloth(22).
2. the barrier wall structure that ecology according to claim 1 is combined with hard phase, it is characterized in that:The ecological block barricade Body(2)It is interior to be provided with geogrids layer(23), the geogrids layer(23)One end extend geotechnological layer of cloth(22).
3. the barrier wall structure that ecology according to claim 1 is combined with hard phase, it is characterized in that:The concrete bodies(1) Upper end offers the fixing groove for the insertion of ecological block wall(11), lower end both sides are provided with horizontal-extending fixed plate(12).
4. the barrier wall structure that ecology according to claim 3 is combined with hard phase, it is characterized in that:The fixed plate(12)Bag Include C30 reinforced concrete bottom plates(121)Be arranged on C30 reinforced concrete bottom plates(121)The plain concrete bed courses of the C20 of lower end(122).
5. the barrier wall structure that ecology according to claim 4 is combined with hard phase, it is characterized in that:The C30 reinforced concretes bottom Plate(121)Thickness be 400mm, the plain concrete bed course of the C20(122)Thickness be 100mm.
6. the barrier wall structure that ecology according to claim 3 is combined with hard phase, it is characterized in that:It is described solid away from river course Fixed board(12)Provided with the non-slipping block in the embedded soil body(123).
7. the barrier wall structure that ecology according to claim 3 is combined with hard phase, it is characterized in that:The fixed plate(12)The back of the body From concrete bodies(1)Side provided with it is some insertion the soil bodys in timbers(124), the timber(124)Between according to quincunx It is arranged in fixed plate(12)Lower end.
8. the barrier wall structure that ecology according to claim 3 is combined with hard phase, it is characterized in that:Described in river course Fixed plate(12)Side be equipped with block stone layer(125).
CN201720200314.5U 2017-03-02 2017-03-02 The barrier wall structure that ecology is combined with hard phase Expired - Fee Related CN206512674U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110258449A (en) * 2019-06-25 2019-09-20 中国电建集团成都勘测设计研究院有限公司 Urban Water Environment landscape gentle slope water-retaining structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110258449A (en) * 2019-06-25 2019-09-20 中国电建集团成都勘测设计研究院有限公司 Urban Water Environment landscape gentle slope water-retaining structure
CN110258449B (en) * 2019-06-25 2024-05-24 中国电建集团成都勘测设计研究院有限公司 Gentle slope water retaining structure for urban water environment landscape

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