CN204475267U - Tubulose hydraulic structure shrinkage joint anti-leakage structure - Google Patents

Tubulose hydraulic structure shrinkage joint anti-leakage structure Download PDF

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Publication number
CN204475267U
CN204475267U CN201520087990.7U CN201520087990U CN204475267U CN 204475267 U CN204475267 U CN 204475267U CN 201520087990 U CN201520087990 U CN 201520087990U CN 204475267 U CN204475267 U CN 204475267U
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China
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shrinkage joint
waterstop
leakage
sealant layer
hydraulic structure
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Chinese (zh)
Inventor
柯敏勇
王培�
胡钟林
刘海祥
陈亮
龙志勇
陈宁波
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Water Supply Co Of Xinjiang Petroleum Administration
Nanjing Hydraulic Research Institute of National Energy Administration Ministry of Transport Ministry of Water Resources
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Water Supply Co Of Xinjiang Petroleum Administration
Nanjing Hydraulic Research Institute of National Energy Administration Ministry of Transport Ministry of Water Resources
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Abstract

本实用新型涉及一种管状水工建筑物伸缩缝防渗漏结构,属于建筑施工技术领域。所述管状水工建筑物由多节管道连接而成,相邻两节管道之间预留有伸缩缝,所述伸缩缝沿管道径向填充有填料;所述填料包括位于外层的垫层和位于内侧的密封胶层;所述伸缩缝位于管道内壁的位置贴敷有止水带;所述止水带位于伸缩缝两侧的部分分别设有压条,所述压条通过锚栓与管道固定连接。该管状水工建筑物伸缩缝防渗漏结构不但结构简单而且可靠性高。

The utility model relates to an anti-leakage structure for expansion joints of tubular hydraulic structures, which belongs to the technical field of building construction. The tubular hydraulic structure is formed by connecting multiple sections of pipelines, and expansion joints are reserved between two adjacent sections of pipelines, and the expansion joints are filled with fillers along the radial direction of the pipelines; the fillers include cushions located on the outer layer and a sealant layer located on the inner side; the expansion joint is located on the inner wall of the pipeline, and a waterstop is applied; the parts of the waterstop on both sides of the expansion joint are respectively provided with a bead, and the bead is fixed to the pipeline by an anchor bolt connect. The anti-seepage structure of the expansion joint of the tubular hydraulic structure not only has a simple structure but also has high reliability.

Description

管状水工建筑物伸缩缝防渗漏结构Anti-leakage structure of expansion joints of tubular hydraulic structures

技术领域 technical field

本实用新型涉及一种管状水工建筑物伸缩缝防渗漏结构,属于建筑施工技术领域。 The utility model relates to an anti-leakage structure for expansion joints of tubular hydraulic structures, which belongs to the technical field of building construction.

背景技术 Background technique

现有技术中,大多数混凝土管道、涵洞、倒虹吸等水工建筑物伸缩缝都采用内嵌橡胶止水带或玛蹄脂等防水材料,以应对沉降、温度等引起的变形。但是随着使用时间的推移,伸缩缝内的防水材料(即橡胶止水带或玛蹄脂等)会逐渐失去弹性、氧化开裂或因变形过大出现拉裂等,从而导致上述水工建筑物的伸缩缝渗漏,这样不但容易造成建筑物缝两侧发黑发霉,影响美观和使用功能,而且在寒冷地区冻融循环会严重影响建筑物的安全和耐久性。 In the prior art, most of the expansion joints of hydraulic structures such as concrete pipes, culverts, and inverted siphons are embedded with waterproof materials such as rubber waterstops or mastic to cope with deformation caused by settlement and temperature. However, with the passage of time, the waterproof material in the expansion joint (that is, rubber waterstop or mastic, etc.) will gradually lose its elasticity, oxidize and crack, or crack due to excessive deformation, which will lead to the above-mentioned hydraulic structures. Leakage of the expansion joints of the building will not only easily cause blackening and mildew on both sides of the joints of the building, which will affect the appearance and function of use, but also the freeze-thaw cycle in cold areas will seriously affect the safety and durability of the building.

发明内容 Contents of the invention

本实用新型的目的在于:克服上述现有技术的缺陷,提出一种结构简单、可靠性高的管状水工建筑物伸缩缝防渗漏结构。 The purpose of the utility model is: to overcome the defects of the above-mentioned prior art, and propose a kind of anti-leakage structure of the expansion joint of the tubular hydraulic structure with simple structure and high reliability.

为了解决上述技术问题,本发明提出的技术方案是:一种管状水工建筑物伸缩缝防渗漏结构,所述管状水工建筑物由多节管道连接而成,所述伸缩缝位于相邻管道之间,所述伸缩缝内填充有填料;所述填料包括位于内层的密封胶层以及位于外层并用于防止密封胶层渗漏的垫层;所述伸缩缝位于管道内壁的位置贴敷有止水带;所述止水带位于伸缩缝两侧的部分分别设有压条,所述压条通过锚栓与管道固定连接。 In order to solve the above technical problems, the technical solution proposed by the present invention is: an anti-leakage structure for the expansion joints of tubular hydraulic structures, the tubular hydraulic structures are connected by multi-section pipes, and the expansion joints are located adjacent Between the pipes, the expansion joints are filled with fillers; the fillers include a sealant layer on the inner layer and a cushion layer on the outer layer to prevent leakage of the sealant layer; the expansion joints are located on the inner wall of the pipeline A waterstop is applied; the parts of the waterstop located on both sides of the expansion joint are respectively provided with a bead, and the bead is fixedly connected to the pipeline through an anchor bolt.

本实用新型在使用时,首先在伸缩缝外侧保留一定厚度的垫层作为背衬材料,并在内侧灌注密封胶层,形成伸缩缝的第一道防渗体,可有效防止伸缩缝的渗漏;所述伸缩缝位于管道内壁的位置满敷布设有止水带。这样,所述伸缩缝处管道内壁外贴止水带形成第二道防渗体,可进一步地避免伸缩缝的渗漏。 When the utility model is in use, firstly, a cushion layer with a certain thickness is reserved on the outside of the expansion joint as a backing material, and a sealant layer is poured inside to form the first anti-seepage body of the expansion joint, which can effectively prevent the expansion joint from leaking ; The position where the expansion joint is located on the inner wall of the pipeline is covered with a waterstop. In this way, the waterstop is pasted on the inner wall of the pipeline at the expansion joint to form a second anti-seepage body, which can further avoid leakage of the expansion joint.

本实用新型中,所述垫层可选用焦油塑料胶泥层或其他现有的防止密封胶层渗漏的材料层。所述密封胶层优选双组份聚硫密封膏层,所述止水带优选橡胶止水带;所述压条优选金属压条,特别是不锈钢压条。 In the utility model, the cushion layer can be selected from a tar plastic cement layer or other existing material layers for preventing leakage of the sealant layer. The sealant layer is preferably a two-component polysulfide sealant layer, the waterstop is preferably a rubber waterstop; the bead is preferably a metal bead, especially a stainless steel bead.

优选的,所述垫层的厚度与密封胶层的厚度比值为1:2至1:1。 Preferably, the ratio of the thickness of the cushion layer to the thickness of the sealant layer is 1:2 to 1:1.

优选的,所述锚栓穿过压条和止水带后插入并固定在管道壁内。 Preferably, the anchor bolt is inserted and fixed in the pipeline wall after passing through the bead and the waterstop.

本实用新型中所述双组份聚硫密封膏层为现有材料,具有低模量、高弹性、冻融性能好、与混凝土粘结性能好等特点,且具有良好的进水后粘结强度,因此特别适用于长期浸水建筑物。本实用新型中所述伸缩缝位于管道内壁的位置处贴敷有止水带,相对于现有技术中伸缩缝内嵌橡胶止水带或玛蹄脂,可以充分利用橡胶止水带具有的良好弹性、耐磨性、耐老化性和抗撕裂性以及适应变形能力强的特点,有效地避免伸缩缝的渗漏。 The two-component polysulfide sealing paste layer described in the utility model is an existing material, which has the characteristics of low modulus, high elasticity, good freeze-thaw performance, and good bonding performance with concrete, and has good bonding after water ingress Strength, so it is especially suitable for long-term flooded buildings. In the utility model, the expansion joint is located at the position of the inner wall of the pipeline, and a water stop is pasted. Compared with the rubber water stop or mastic embedded in the expansion joint in the prior art, the good performance of the rubber water stop can be fully utilized. The characteristics of elasticity, abrasion resistance, aging resistance and tear resistance, as well as strong adaptability to deformation can effectively avoid the leakage of expansion joints.

附图说明 Description of drawings

下面结合附图对本实用新型作进一步的说明。 Below in conjunction with accompanying drawing, the utility model is further described.

图1是本实用新型实施例的结构示意图。 Fig. 1 is a schematic structural view of an embodiment of the utility model.

图2是图1的仰视图。 Fig. 2 is a bottom view of Fig. 1 .

具体实施方式 Detailed ways

实施例 Example

如图1和图2所示,本实施例的管状水工建筑物伸缩缝防渗漏结构,其中管状水工建筑物由多节管道连接而成(图中未示出),相邻两节管道之间预留有伸缩缝,如图1中第一管道1和第二管道2之间的伸缩缝,伸缩缝沿管道径向填充有填料;填料分为两层,自外向内依次是垫层3-1和密封胶层3-2;伸缩缝位于管道内壁的位置处贴敷有止水带3-3;止水带3-3位于伸缩缝两侧的部分分别设有压条3-5,压条3-5通过锚栓3-4与管道固定连接。 As shown in Figure 1 and Figure 2, the anti-seepage structure of the expansion joints of the tubular hydraulic structure in this embodiment, wherein the tubular hydraulic structure is formed by connecting multiple sections of pipelines (not shown in the figure), and two adjacent sections Expansion joints are reserved between the pipes, such as the expansion joints between the first pipe 1 and the second pipe 2 in Figure 1, the expansion joints are filled with fillers along the radial direction of the pipes; Layer 3-1 and sealant layer 3-2; the expansion joint is located on the inner wall of the pipe, and the waterstop 3-3 is attached; the parts of the waterstop 3-3 located on both sides of the expansion joint are respectively provided with layering strips 3-5 , the bead 3-5 is fixedly connected to the pipeline through the anchor bolt 3-4.

本实施例中垫层3-1选用焦油塑料胶泥层,当然,也可以选用任何可防止密封胶层渗漏的材料层。 In this embodiment, the cushion layer 3-1 is a tar plastic cement layer, and of course, any material layer that can prevent the sealant layer from leaking can also be selected.

本实施例中密封胶层3-2选用双组份聚硫密封膏层,止水带3-3选用橡胶止水带。双组份聚硫密封膏层3-2为现有材料,具有低模量、高弹性、冻融性能好、与混凝土粘结性能好等特点,且具有良好的进水后粘结强度,因此特别适用于长期浸水建筑物。当然,密封胶层3-2也可以采用其他的密封胶材料。 In this embodiment, the sealant layer 3-2 is a two-component polysulfide sealant layer, and the waterstop 3-3 is a rubber waterstop. The two-component polysulfide sealant layer 3-2 is an existing material, which has the characteristics of low modulus, high elasticity, good freeze-thaw performance, good bonding performance with concrete, etc., and has good bonding strength after entering water, so Especially suitable for long-term flooded buildings. Of course, the sealant layer 3-2 can also use other sealant materials.

这样在伸缩缝外侧保留一定厚度的垫层3-1作为背衬材料,并在内侧灌注双组份聚硫密封膏层3-2,形成伸缩缝的第一道防渗体,就可有效防止伸缩缝的渗漏。伸缩缝处管道内壁外贴橡胶止水带3-3就形成第二道防渗体,可以充分利用橡胶止水带3-3具有的良好弹性、耐磨性、耐老化性和抗撕裂性以及适应变形能力强的特点,进一步地避免伸缩缝的渗漏。 In this way, a cushion layer 3-1 of a certain thickness is reserved on the outside of the expansion joint as a backing material, and a two-component polysulfide sealant layer 3-2 is poured on the inside to form the first anti-seepage body of the expansion joint, which can effectively prevent Expansion joint leakage. The rubber waterstop 3-3 is attached to the inner wall of the pipe at the expansion joint to form the second anti-seepage body, which can make full use of the good elasticity, wear resistance, aging resistance and tear resistance of the rubber waterstop 3-3 And the characteristics of strong adaptability to deformation can further avoid the leakage of expansion joints.

如图1和图2所示,为了将橡胶止水带3-3牢靠地固定在相邻的管道内壁上,金属压条3-5通过锚栓3-4与管道固定连接时,锚栓3-4穿过压条3-5和橡胶止水带3-3后插入管道壁内。压条3-5优选金属压条,尤其是不锈钢压条。 As shown in Figures 1 and 2, in order to firmly fix the rubber waterstop 3-3 on the inner wall of the adjacent pipeline, when the metal bead 3-5 is fixedly connected to the pipeline through the anchor bolt 3-4, the anchor bolt 3-3 4. After passing through the bead 3-5 and the rubber waterstop 3-3, insert it into the pipe wall. The bead 3-5 is preferably a metal bead, especially a stainless steel bead.

本实施例的伸缩缝防渗漏结构还可用于现有的管状水工建筑物的伸缩缝渗漏修复(即防渗漏改造),施工时首先清除伸缩缝内侧老化的填料,并在外侧保留一定厚度的填料作为背衬材料;其次去除被粘表面的油污、附着物、灰尘等杂物,然后灌注双组份聚硫密封膏,形成伸缩缝的第一道防渗体,最后外贴橡胶止水带,并通过锚栓、外压不锈钢板将橡胶止水带固定形成第二道防渗体。因此,本实施例还具有明显的工程实际意义。 The anti-leakage structure of expansion joints in this embodiment can also be used for repairing leakage of expansion joints of existing tubular hydraulic structures (i.e., anti-leakage renovation). During construction, the aging filler inside the expansion joints should be removed first, and left on the outside. A certain thickness of filler is used as the backing material; secondly, remove oil, attachments, dust and other sundries on the surface to be adhered, and then pour two-component polysulfide sealant to form the first anti-seepage body of the expansion joint, and finally apply rubber Waterstop, and the rubber waterstop is fixed by anchor bolts and external pressure stainless steel plates to form a second anti-seepage body. Therefore, this embodiment also has obvious engineering practical significance.

本实用新型不局限于上述实施例所述的具体技术方案,除上述实施例外,本实用新型还可以有其他实施方式。凡采用等同替换或等效变换形成的技术方案,均落在本实用新型要求的保护范围。 The utility model is not limited to the specific technical solutions described in the above embodiments, except for the above embodiments, the utility model can also have other implementations. All technical solutions formed by equivalent replacement or equivalent transformation fall within the scope of protection required by the utility model.

Claims (6)

1. a tubulose hydraulic structure shrinkage joint anti-leakage structure, described tubulose hydraulic structure is formed by connecting by more piece pipeline, and described shrinkage joint, between adjacent channel, is filled with filler in described shrinkage joint; It is characterized in that: described filler comprises the sealant layer that is positioned at internal layer and is positioned at skin and for preventing the bed course of sealant layer seepage; The position that described shrinkage joint is positioned at inner-walls of duct has sticked waterstop; The part that described waterstop is positioned at both sides, shrinkage joint is respectively equipped with press strip, and described press strip is fixedly connected with pipeline by crab-bolt.
2. tubulose hydraulic structure shrinkage joint according to claim 1 anti-leakage structure, is characterized in that: the thickness of described bed course and the thickness ratio of sealant layer are 1:2 to 1:1.
3. tubulose hydraulic structure shrinkage joint according to claim 1 anti-leakage structure, is characterized in that: described crab-bolt is inserted and secured in duct wall through after press strip and waterstop.
4. according to the tubulose hydraulic structure shrinkage joint anti-leakage structure one of claims 1 to 3 Suo Shu, it is characterized in that: described sealant layer is two component polysulfide sealing compound layers.
5., according to the tubulose hydraulic structure shrinkage joint anti-leakage structure one of claims 1 to 3 Suo Shu, it is characterized in that: described waterstop is rubber fastening band.
6., according to the tubulose hydraulic structure shrinkage joint anti-leakage structure one of claims 1 to 3 Suo Shu, it is characterized in that: described press strip is metal bead.
CN201520087990.7U 2015-02-06 2015-02-06 Tubulose hydraulic structure shrinkage joint anti-leakage structure Expired - Lifetime CN204475267U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105672204A (en) * 2016-03-24 2016-06-15 中水北方勘测设计研究有限责任公司 Anti-seepage structure for concrete structural joint
CN108457682A (en) * 2017-04-01 2018-08-28 丰泽智能装备股份有限公司 A kind of pipe-line system and its construction method
CN109881708A (en) * 2019-03-29 2019-06-14 济南市市政工程设计研究院(集团)有限责任公司 A kind of city piping lane leakage expansion joint repair apparatus and method for repairing and mending
CN111270784A (en) * 2020-04-03 2020-06-12 中国十七冶集团有限公司 Beam slab expansion joint filling structure and filling method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105672204A (en) * 2016-03-24 2016-06-15 中水北方勘测设计研究有限责任公司 Anti-seepage structure for concrete structural joint
CN108457682A (en) * 2017-04-01 2018-08-28 丰泽智能装备股份有限公司 A kind of pipe-line system and its construction method
CN108457682B (en) * 2017-04-01 2023-09-26 丰泽智能装备股份有限公司 Pipeline system and construction method thereof
CN109881708A (en) * 2019-03-29 2019-06-14 济南市市政工程设计研究院(集团)有限责任公司 A kind of city piping lane leakage expansion joint repair apparatus and method for repairing and mending
CN109881708B (en) * 2019-03-29 2024-04-09 济南市市政工程设计研究院(集团)有限责任公司 Urban pipe gallery leakage expansion joint repairing device and repairing method
CN111270784A (en) * 2020-04-03 2020-06-12 中国十七冶集团有限公司 Beam slab expansion joint filling structure and filling method

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