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CN219281759U - A tunnel waterproof and drainage structure - Google Patents

A tunnel waterproof and drainage structure Download PDF

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Publication number
CN219281759U
CN219281759U CN202223481711.4U CN202223481711U CN219281759U CN 219281759 U CN219281759 U CN 219281759U CN 202223481711 U CN202223481711 U CN 202223481711U CN 219281759 U CN219281759 U CN 219281759U
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waterproof
drainage
layer
tunnel
primary support
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郭小雄
马伟斌
罗驰
常凯
安哲立
马荣田
郑泽福
徐湉源
彭旸
王子洪
赵鹏
王志伟
马召辉
柴金飞
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China Academy of Railway Sciences Corp Ltd CARS
Railway Engineering Research Institute of CARS
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Railway Engineering Research Institute of CARS
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract

本实用新型公开了一种隧道防排水结构,依次包括初期支护和二次衬砌,所述初期支护和二次衬砌之间设置有防排水结构,所述防排水结构依次包括过滤层、排水层、缓冲层和防水层,所述过滤层位于朝向初期支护一侧,所述防水层位于朝向二次衬砌一侧;该隧道防排水结构能通过设置排水层极大的增加了隧道的排水性能,避免了初期支护渗水积攒,降低了隧道因渗漏水而造成危害。

Figure 202223481711

The utility model discloses a tunnel waterproof and drainage structure, which sequentially includes primary support and secondary lining, and a waterproof and drainage structure is arranged between the primary support and secondary lining, and the waterproof and drainage structure sequentially includes a filter layer, a drainage Layer, buffer layer and waterproof layer, the filter layer is located on the side facing the primary support, and the waterproof layer is located on the side facing the secondary lining; the tunnel waterproof and drainage structure can greatly increase the drainage of the tunnel by setting the drainage layer performance, avoiding the accumulation of water seepage in the initial support, and reducing the damage caused by water leakage in the tunnel.

Figure 202223481711

Description

一种隧道防排水结构A tunnel waterproof and drainage structure

技术领域technical field

本实用新型涉及隧道技术领域,更具体的说涉及一种隧道防排水结构。The utility model relates to the technical field of tunnels, in particular to a tunnel waterproof and drainage structure.

背景技术Background technique

隧道防排水是指为了保证隧道建筑不致因渗漏水造成病害,危及行车安全,腐蚀洞内设备,降低结构使用寿命而采取的防水及排水措施。是一项涉及地形、气候、工程地层和水文地质、结构方案、施工方法和材料性质等因素的综合性工作。Tunnel waterproofing and drainage refers to the waterproof and drainage measures taken to ensure that the tunnel building will not cause damage due to water leakage, endanger driving safety, corrode equipment in the tunnel, and reduce the service life of the structure. It is a comprehensive work involving factors such as topography, climate, engineering strata and hydrogeology, structural schemes, construction methods and material properties.

目前,国内隧道的结构都是初期支护、土工布、防水板、二次衬砌这样的结构,隧道初期支护裂隙渗水的排出主要依靠土工布的渗水进行,排水能力极其有限,水会积攒在一起难以排出,因此,需设计研发一种排水性能较强的隧道结构。At present, the structure of domestic tunnels is the structure of primary support, geotextile, waterproof board, and secondary lining. The discharge of water seepage from the primary support fissure of the tunnel mainly depends on the seepage of geotextile. The drainage capacity is extremely limited, and water will accumulate in the tunnel. Therefore, it is necessary to design and develop a tunnel structure with strong drainage performance.

实用新型内容Utility model content

针对现有技术的不足,本实用新型提供了一种隧道防排水结构,该隧道防排水结构能通过设置排水层极大的增加了隧道的排水性能,避免了初期支护的渗水积攒,降低了隧道因渗漏水而造成危害。Aiming at the deficiencies of the prior art, the utility model provides a tunnel waterproof and drainage structure, which can greatly increase the drainage performance of the tunnel by setting a drainage layer, avoid the accumulation of seepage in the initial support, and reduce the Tunnels are a hazard due to leaking water.

为实现上述目的,本实用新型提供了如下技术方案:In order to achieve the above object, the utility model provides the following technical solutions:

一种隧道防排水结构,依次包括初期支护和二次衬砌,所述初期支护和二次衬砌之间设置有防排水结构,所述防排水结构依次包括过滤层、排水层、缓冲层和防水层,所述过滤层位于朝向初期支护一侧,所述防水层位于朝向二次衬砌一侧。A tunnel waterproof and drainage structure, including primary support and secondary lining in sequence, a waterproof and drainage structure is arranged between the primary support and secondary lining, and the waterproof and drainage structure sequentially includes a filter layer, a drainage layer, a buffer layer and A waterproof layer, the filter layer is located on the side facing the primary support, and the waterproof layer is located on the side facing the secondary lining.

进一步所述防排水结构位于隧道拱脚区域的端部向上弯折形成U形容纳部,所述U形容纳部处设置有纵向布置的排水盲管,所述排水盲管的外周开设有若干开孔。Further, the end of the waterproof and drainage structure located in the arch foot area of the tunnel is bent upwards to form a U-shaped accommodation part, and the U-shaped accommodation part is provided with a vertically arranged drainage blind pipe, and the outer circumference of the drainage blind pipe is provided with several openings. hole.

进一步所述排水层为立体网状体结构。Further, the drainage layer is a three-dimensional network structure.

进一步所述排水层为喷丝垫网、三维立体网或交叉弹性网。Further, the drainage layer is a spinneret mat, a three-dimensional net or a cross elastic net.

进一步所述防水层为防水板,所述防水板采用高分子材料制成。Further, the waterproof layer is a waterproof board, and the waterproof board is made of polymer materials.

进一步所述过滤层采用的材料为无纺布。Further, the filter layer is made of non-woven fabric.

进一步所述缓冲层采用的材料为无纺布或自粘布。Further, the buffer layer is made of non-woven fabric or self-adhesive fabric.

与现有技术相比,本实用新型的有益效果是:Compared with the prior art, the beneficial effects of the utility model are:

本实用新型通过在初期支护和二次衬砌之间设置有防排水结构,通过设置排水层,从而能够大大的增加初期支护的渗水流入到防排水结构内后的排水能力,使初期支护的渗水快速流入到隧道的排水系统中(排水盲管)被排出,通过设置过滤层,使得初期支护的渗水在流入到防排水结构内时,能够过滤掉初期支护的渗水中的泥沙、石子等杂质,只让水进入到排水层中,防止杂质进入引起排水层的堵塞,通过设置缓冲层,以防止初期支护的凹凸处对排水层及防水层进行磨损,进行缓冲保护。The utility model is provided with an anti-drainage structure between the primary support and the secondary lining, and by setting a drainage layer, so that the drainage capacity of the seepage water of the primary support can be greatly increased after it flows into the anti-drainage structure, so that the initial support The seepage water quickly flows into the drainage system of the tunnel (drainage blind pipe) and is discharged. By setting the filter layer, the seepage water of the initial support can filter out the sediment in the seepage water of the initial support when it flows into the anti-drainage structure. , stones and other impurities, only allow water to enter the drainage layer to prevent the blockage of the drainage layer caused by the entry of impurities, and set up a buffer layer to prevent the roughness of the initial support from wearing the drainage layer and waterproof layer for buffer protection.

附图说明Description of drawings

为了更清楚地说明本实用新型实施例中的技术方案,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其它的附图,其中:In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the accompanying drawings that need to be used in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings in the following description are only some implementations of the present invention. For example, for those of ordinary skill in the art, other drawings can also be obtained based on these drawings without creative work, wherein:

图1为一种隧道防排水结构的结构示意图一;Fig. 1 is a structural schematic diagram 1 of a tunnel waterproof and drainage structure;

图2为一种隧道防排水结构的结构示意图二;Fig. 2 is a structural schematic diagram 2 of a tunnel waterproof and drainage structure;

图3为一种隧道防排水结构的结构示意图三。Fig. 3 is a structural schematic diagram III of a tunnel waterproof and drainage structure.

图中标记为:1、初期支护;2、二次衬砌;3、防排水结构;301、过滤层;302、排水层;303、缓冲层;304、防水层;4、排水盲管。The marks in the figure are: 1. Primary support; 2. Secondary lining; 3. Waterproof and drainage structure; 301. Filter layer; 302. Drainage layer; 303. Buffer layer; 304. Waterproof layer; 4. Drainage blind pipe.

具体实施方式Detailed ways

在本实用新型的描述中,需要说明的是,对于方位词,如有术语“中心”,“横向(X)”、“纵向(Y)”、“竖向(Z)”、“长度”、“宽度”、“厚度”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”、“顺时针”、“逆时针”等指示方位和位置关系为基于附图所示的方位或位置关系,仅是为了便于叙述本实用新型和简化描述,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、以特定方位构造和操作,不能理解为限制本实用新型的具体保护范围。In the description of the present utility model, it should be noted that, for orientation words, if there are terms "center", "horizontal (X)", "longitudinal (Y)", "vertical (Z)", "length", "Width", "Thickness", "Top", "Bottom", "Front", "Back", "Left", "Right", "Vertical", "Horizontal", "Top", "Bottom", " "Inside", "outside", "clockwise", "counterclockwise" and other indication orientations and positional relationships are based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing the utility model and simplifying the description, rather than indicating or It should not be construed as limiting the specific protection scope of the present invention to imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation.

此外,如有术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或隐含指明技术特征的数量。由此,限定有“第一”、“第二”特征可以明示或者隐含包括一个或者多个该特征,在本实用新型描述中,“数个”、“若干”的含义是两个或两个以上,除非另有明确具体的限定。In addition, terms such as "first" and "second" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance or implicitly specifying the quantity of technical features. Therefore, the definition of "first" and "second" features may explicitly or implicitly include one or more of these features. In the description of the utility model, the meanings of "several" and "several" are two or two more than one, unless otherwise expressly and specifically limited.

一种隧道防排水结构,如图1所示,依次包括初期支护1和二次衬砌2,所述初期支护1和二次衬砌2之间设置有防排水结构3,所述防排水结构3依次包括过滤层301、排水层302、缓冲层303和防水层304,所述过滤层301位于朝向初期支护1一侧,所述防水层304位于朝向二次衬砌2一侧。A tunnel waterproof and drainage structure, as shown in Figure 1, sequentially includes primary support 1 and secondary lining 2, a waterproof and drainage structure 3 is arranged between the primary support 1 and secondary lining 2, and the waterproof and drainage structure 3 includes a filter layer 301, a drainage layer 302, a buffer layer 303 and a waterproof layer 304 in sequence, the filter layer 301 is located on the side facing the primary support 1, and the waterproof layer 304 is located on the side facing the secondary lining 2.

本实用新型通过在初期支护1和二次衬砌2之间设置有防排水结构3,通过设置排水层302,从而能够大大的增架初期支护的渗水流入到防排水结构3内后的排水能力,使初期支护的渗水快速流入到隧道的排水系统中(排水盲管4)被排出,通过设置过滤层301,使得初期支护的渗水在流入到防排水结构3内时,能够过滤掉初期支护的渗水中的泥沙、石子等杂质,只让水进入到排水层302中,防止杂质进入引起排水层302的堵塞,通过设置缓冲层303,以防止初期支护1的凹凸处对排水层302及防水层304进行磨损,进行缓冲保护。The utility model is provided with a waterproof and drainage structure 3 between the primary support 1 and the secondary lining 2, and by setting a drainage layer 302, thereby greatly increasing the water drainage after the seepage water of the primary support flows into the waterproof and drainage structure 3 ability, so that the seepage water of the initial support can quickly flow into the drainage system of the tunnel (drainage blind pipe 4) and be discharged. By setting the filter layer 301, the seepage water of the initial support can be filtered out when it flows into the waterproof and drainage structure 3 The sediment, stones and other impurities in the seepage water of the primary support only let the water enter the drainage layer 302 to prevent the blockage of the drainage layer 302 caused by the entry of impurities. The drainage layer 302 and the waterproof layer 304 are worn to provide buffer protection.

本实施例中优选的,如图2所示,所述防排水结构3位于隧道拱脚区域的端部向上弯折形成U形容纳部,所述U形容纳部处设置有纵向布置的排水盲管4,所述排水盲管4的外周开设有若干开孔;Preferably in this embodiment, as shown in Figure 2, the end of the waterproof and drainage structure 3 located at the arch foot area of the tunnel is bent upwards to form a U-shaped receiving part, and the U-shaped receiving part is provided with vertically arranged drainage blinds. Pipe 4, the outer circumference of the blind drainage pipe 4 is provided with a number of openings;

通过设置U形容纳部和在U形容纳部设置排水盲管4,使得沿隧道内壁布置的防排水结构3中流入的初期支护的渗水最终会流入到两侧隧道拱脚处的U形容纳部中,并最终流入到排水盲管4中被排出。By setting the U-shaped accommodation part and the drainage blind pipe 4 in the U-shaped accommodation part, the seepage water flowing into the initial support in the waterproof and drainage structure 3 arranged along the inner wall of the tunnel will eventually flow into the U-shaped accommodation at the arch foot of the tunnel on both sides. part, and finally flow into the drain dead pipe 4 to be discharged.

本实施例中优选的,所述排水层302为立体网状体结构,其立体网状结构为若干丝状材料左右交叉,上下交叉、中间空心最终交织形成,其可采用金属材料或高分子材料来制成,使得排水层302具有较大的水流流动空间(空洞),进而使得初期支护的渗水在流入到排水层302内后能够快速向下流动,并最终流入至排水盲管4中排出。Preferably in this embodiment, the drainage layer 302 is a three-dimensional network structure, and its three-dimensional network structure is formed by a number of filamentary materials crossing left and right, crossing up and down, and finally interweaving in the middle, which can be made of metal materials or polymer materials It is made so that the drainage layer 302 has a large water flow space (cavity), so that the seepage water of the initial support can flow down quickly after flowing into the drainage layer 302, and finally flow into the dead drainage pipe 4 for discharge. .

本实施例中优选的,所述排水层302为喷丝垫网、三维立体网或交叉弹性网。Preferably in this embodiment, the drainage layer 302 is a spinneret mat, a three-dimensional net or a cross elastic net.

本实施例中优选的,所述防水层304为防水板,所述防水板采用高分子材料制成,具体的,所述防水板为EVA防水板,可有效进行防水。In this embodiment, preferably, the waterproof layer 304 is a waterproof board, and the waterproof board is made of polymer materials. Specifically, the waterproof board is an EVA waterproof board, which can effectively waterproof.

本实施例中优选的,所述过滤层301采用的材料为无纺布,保证其过滤性能,从而能够过滤初期支护的渗水中的泥沙和石子。Preferably in this embodiment, the filter layer 301 is made of non-woven fabric to ensure its filtering performance, so that it can filter the sediment and stones in the seepage water of the primary support.

本实施例中优选的,所述缓冲层303采用的材料为无纺布或自粘布,使缓冲层303具有柔性和形变能力,能够起到缓冲作用,对排水层302和防水层304起到缓冲保护,并且还能够方便与防水层304和排水层302的接触连接(如通过自粘胶粘连或通过热熔垫片焊接)。Preferably in this embodiment, the material used for the buffer layer 303 is non-woven fabric or self-adhesive cloth, so that the buffer layer 303 has flexibility and deformability, can play a buffer role, and play a role in the drainage layer 302 and the waterproof layer 304. buffer protection, and can also facilitate the contact connection with the waterproof layer 304 and the drainage layer 302 (such as bonding by self-adhesive glue or welding by hot-melt gaskets).

以上所述仅是本实用新型的优选实施方式,本实用新型的保护范围并不仅局限于上述实施例,凡属于本实用新型思路下的技术方案均属于本实用新型的保护范围。应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理前提下的若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。The above descriptions are only preferred implementations of the present utility model, and the protection scope of the present utility model is not limited to the above-mentioned embodiments, and all technical solutions under the idea of the present utility model all belong to the protection scope of the present utility model. It should be pointed out that for those skilled in the art, some improvements and modifications without departing from the principle of the utility model should also be regarded as the protection scope of the utility model.

Claims (7)

1. A tunnel waterproof and drainage structure which characterized in that: the novel waterproof and waterproof support comprises a primary support and a secondary lining in sequence, wherein a waterproof and waterproof structure is arranged between the primary support and the secondary lining, the waterproof and waterproof structure comprises a filter layer, a drainage layer, a buffer layer and a waterproof layer in sequence, the filter layer is located on one side towards the primary support, and the waterproof layer is located on one side towards the secondary lining.
2. A tunnel water-repellent structure according to claim 1, wherein: the end part of the waterproof and drainage structure, which is positioned in the tunnel arch foot area, is bent upwards to form a U-shaped accommodating part, a drainage blind pipe which is longitudinally arranged is arranged at the U-shaped accommodating part, and a plurality of holes are formed in the periphery of the drainage blind pipe.
3. A tunnel water-repellent structure according to claim 1, wherein: the drainage layer is of a three-dimensional net-shaped body structure.
4. A tunnel water drainage structure according to claim 3, wherein: the drainage layer is a spinning pad net, a three-dimensional net or a crossed elastic net.
5. A tunnel water-repellent structure according to claim 1, wherein: the waterproof layer is waterproof board, waterproof board adopts polymer material to make.
6. A tunnel water-repellent structure according to claim 1, wherein: the filter layer is made of non-woven fabrics.
7. A tunnel water-repellent structure according to claim 1, wherein: the buffer layer is made of non-woven fabrics or self-adhesive fabrics.
CN202223481711.4U 2022-12-26 2022-12-26 A tunnel waterproof and drainage structure Active CN219281759U (en)

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