CN217629727U - Water conservancy project is with indirect seam sealing device of aqueduct - Google Patents

Water conservancy project is with indirect seam sealing device of aqueduct Download PDF

Info

Publication number
CN217629727U
CN217629727U CN202221482905.3U CN202221482905U CN217629727U CN 217629727 U CN217629727 U CN 217629727U CN 202221482905 U CN202221482905 U CN 202221482905U CN 217629727 U CN217629727 U CN 217629727U
Authority
CN
China
Prior art keywords
aqueduct
prefabricated
aqueduct body
fixedly connected
waterproof mortar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN202221482905.3U
Other languages
Chinese (zh)
Inventor
张一鸣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
North China University of Water Resources and Electric Power
Original Assignee
North China University of Water Resources and Electric Power
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by North China University of Water Resources and Electric Power filed Critical North China University of Water Resources and Electric Power
Priority to CN202221482905.3U priority Critical patent/CN217629727U/en
Application granted granted Critical
Publication of CN217629727U publication Critical patent/CN217629727U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Building Environments (AREA)

Abstract

The utility model discloses an indirect seam sealing device of aqueduct for hydraulic engineering, including fixing support, no. two prefabricated grooves, red copper waterstop piece and pre-buried slip casting pipe, fixing support and aqueduct body fixed connection, aqueduct body surface is provided with a prefabricated groove, no. two prefabricated grooves set up on a prefabricated groove surface, red copper waterstop piece and aqueduct body fixed connection, and red copper waterstop piece and a waterproof mortar layer fixed connection, a waterproof mortar layer and aqueduct body fixed connection, pre-buried slip casting pipe and aqueduct body fixed connection. Fix on polyurethane waterproofing material layer surface through tie coat and pitch waterproofing membrane, promote the stagnant water leakproofness of aqueduct body junction, carry out the cubic through polyurethane waterproofing material layer and pitch waterproofing membrane to the junction of aqueduct body and seal the assurance and carry out abundant stagnant water to the junction, avoid the aqueduct body the junction to appear the condition of leaking when using.

Description

一种水利工程用渡槽间接缝止水装置A water stop device for joints between aqueducts for water conservancy projects

技术领域technical field

本实用新型涉及渡槽工程技术领域,尤其是一种水利工程用渡槽间接缝止水装置。The utility model relates to the technical field of aqueduct engineering, in particular to a water-stopping device for joints between aqueducts for water conservancy engineering.

背景技术Background technique

渡槽,指输送渠道水流跨越河渠、溪谷、洼地和道路的架空水槽,普遍用于灌溉输水,也用于排洪、排沙等,大型渡槽还可以通航,渡槽主要用砌石、混凝土及钢筋混凝土等材料建成,渡槽工程的渡槽多采用预制的渡槽进行安装施工。Aqueduct refers to an overhead water tank that conveys water flow across rivers, valleys, depressions and roads. It is commonly used for irrigation and water delivery, and is also used for flood discharge and sand discharge. Large-scale aqueducts can also be navigable. Aqueducts are mainly made of masonry, concrete and The aqueducts of the aqueduct project are mostly made of prefabricated aqueducts for installation and construction.

渡槽间的连接处会有连接缝隙,连接缝处理需要进行止水处理,传统的处理方式多采用在连接处使用抗渗混凝土或防水砂浆进行封堵,止水效果较差,容易造成连接处漏水。因此,针对上述问题提出一种水利工程用渡槽间接缝止水装置。There will be connection gaps at the joints between the aqueducts, and the joints need to be treated with water-stopping treatment. The traditional treatment method mostly uses impermeable concrete or waterproof mortar to block the joints, which has poor water-stopping effect and is easy to cause water leakage at the joints. . Therefore, in view of the above problems, a water stop device for joints between aqueducts for water conservancy projects is proposed.

实用新型内容Utility model content

在本实施例中提供了一种水利工程用渡槽间接缝止水装置,用于解决现有技术中渡槽间的连接处会有连接缝隙,连接缝处理需要进行止水处理,传统的处理方式多采用在连接处使用抗渗混凝土或防水砂浆进行封堵,止水效果较差,容易造成连接处漏水的问题。In this embodiment, a water-stopping device for joints between aqueducts for water conservancy projects is provided, which is used to solve the problem that in the prior art, there will be connection gaps at the joints between aqueducts. The use of impermeable concrete or waterproof mortar at the connection is used for sealing, which has a poor water-stopping effect and is likely to cause water leakage at the connection.

根据本实用新型的一个方面,提供了一种水利工程用渡槽间接缝止水装置,包括固定支座、二号预制槽、紫铜止水片、预埋注浆管、橡胶止水带、聚氨酯防水材料层、预埋出浆管和粘结层,所述固定支座与渡槽本体固定连接,所述渡槽本体表面设置有一号预制槽,所述二号预制槽设置在一号预制槽表面,所述紫铜止水片与渡槽本体固定连接,且紫铜止水片与一号防水砂浆层固定连接,所述一号防水砂浆层与渡槽本体固定连接,所述预埋注浆管与渡槽本体固定连接,所述预埋出浆管与渡槽本体固定连接,所述橡胶止水带与二号防水砂浆层固定连接,所述二号防水砂浆层与渡槽本体固定连接,所述聚氨酯防水材料层与二号防水砂浆层固定连接,且聚氨酯防水材料层与渡槽本体固定连接,所述粘结层与聚氨酯防水材料层固定连接,且粘结层与沥青防水卷材固定连接。According to one aspect of the present utility model, a water stop device for inter-aqueduct joints for water conservancy projects is provided, comprising a fixed support, a No. 2 prefabricated groove, a copper water stop sheet, a pre-embedded grouting pipe, a rubber water stop belt, and a polyurethane waterproof The material layer, the pre-embedded pulp pipe and the bonding layer, the fixed support is fixedly connected with the aqueduct body, the surface of the aqueduct body is provided with a No. 1 prefabricated groove, and the No. The red copper water-stop sheet is fixedly connected to the aqueduct body, and the red copper water-stop sheet is fixedly connected to the No. 1 waterproof mortar layer, the No. 1 waterproof mortar layer is fixedly connected to the aqueduct body, and the pre-embedded grouting pipe is fixed to the aqueduct body. , the pre-embedded slurry pipe is fixedly connected to the aqueduct body, the rubber water stop is fixedly connected to the No. 2 waterproof mortar layer, the No. 2 waterproof mortar layer is fixedly connected to the aqueduct body, and the polyurethane waterproof material layer is fixed to the second layer. No. 1 waterproof mortar layer is fixedly connected, and the polyurethane waterproof material layer is fixedly connected to the aqueduct body, the adhesive layer is fixedly connected to the polyurethane waterproof material layer, and the adhesive layer is fixedly connected to the asphalt waterproof coiled material.

进一步地,所述渡槽本体表面设置有两个一号预制槽,两个所述一号预制槽对称分布在渡槽本体两端。Further, the surface of the aqueduct body is provided with two No. 1 prefabricated grooves, and the two No. 1 prefabricated grooves are symmetrically distributed at both ends of the aqueduct body.

进一步地,所述一号预制槽向渡槽本体内部凹陷,且一号预制槽的凹陷深度为8cm,所述一号预制槽的宽度为60cm。Further, the No. 1 prefabricated slot is recessed into the aqueduct body, and the recessed depth of the No. 1 prefabricated slot is 8 cm, and the width of the No. 1 prefabricated slot is 60 cm.

进一步地,所述渡槽本体表面设置有两个二号预制槽,两个所述二号预制槽位于渡槽本体两端。Further, the surface of the aqueduct body is provided with two No. 2 prefabricated grooves, and the two No. 2 prefabricated grooves are located at both ends of the aqueduct body.

进一步地,所述二号预制槽在渡槽本体内部倾斜设置,且二号预制槽与渡槽本体底部表面的倾斜角度为5°。Further, the No. 2 prefabricated tank is inclined inside the aqueduct body, and the inclination angle between the No. 2 prefabricated tank and the bottom surface of the aqueduct body is 5°.

进一步地,所述二号预制槽在渡槽本体内部的深度为80cm,且渡槽本体两端的二号预制槽的高度相同。Further, the depth of the No. 2 prefabricated tank inside the aqueduct body is 80 cm, and the height of the No. 2 prefabricated tank at both ends of the aqueduct body is the same.

进一步地,所述紫铜止水片位于二号预制槽内部,且紫铜止水片通过一号防水砂浆层与固定支座固定连接。Further, the red copper water-stop sheet is located inside the No. 2 prefabricated groove, and the red copper water-stop sheet is fixedly connected to the fixed support through the No. 1 waterproof mortar layer.

进一步地,所述紫铜止水片在二号预制槽内部与一号预制槽固定连接,且紫铜止水片在预埋注浆管内部与预埋注浆管固定连接,所述紫铜止水片在预埋出浆管内部与预埋出浆管固定连接。Further, the red copper water-stop sheet is fixedly connected to the No. 1 prefabricated groove inside the No. 2 prefabricated groove, and the red copper water-stop sheet is fixedly connected to the pre-embedded grouting pipe inside the pre-embedded grouting pipe. It is fixedly connected with the embedded slurry pipe inside the embedded slurry pipe.

进一步地,所述固定支座表面分别设置有预埋出浆管和预埋注浆管,所述预埋出浆管和预埋注浆管分别与二号预制槽相互连通。Further, the surface of the fixed support is respectively provided with a pre-embedded slurry outlet pipe and a pre-embedded grouting pipe, and the pre-embedded slurry outlet pipe and the pre-embedded grouting pipe are respectively communicated with the No. 2 prefabricated tank.

进一步地,所述二号防水砂浆层位于一号预制槽内部与渡槽本体固定连接,所述橡胶止水带位于二号防水砂浆层中部,且橡胶止水带的宽度为100cm。Further, the No. 2 waterproof mortar layer is located inside the No. 1 prefabricated tank and is fixedly connected to the aqueduct body, the rubber water stop is located in the middle of the No. 2 waterproof mortar layer, and the width of the rubber water stop is 100cm.

通过本实用新型上述实施例,紫铜止水片插入二号预制槽内部,将渡槽本体相互对接安装固定在固定支座表面,将渡槽本体安装完成后,通过预埋注浆管对二号预制槽内部进行注浆,将一号防水砂浆层通过注浆设备注入二号预制槽内部,通过二号预制槽的切斜设置一号防水砂浆层从预埋注浆管一侧向预埋出浆管一侧进行移动,通过预埋出浆管将二号预制槽内部的空气进行排出,提高一号防水砂浆层在二号预制槽内部密实度,保证一号防水砂浆层可以将二号预制槽完全充满,保证二号预制槽内部被填充密实提高渡槽本体连接处的止水效果。According to the above-mentioned embodiment of the present invention, the copper water-stop sheet is inserted into the No. 2 prefabricated tank, and the aqueduct bodies are connected to each other and fixed on the surface of the fixed support. Internal grouting, inject the No. 1 waterproof mortar layer into the No. 2 prefabricated tank through the grouting equipment, and set the No. 1 waterproof mortar layer through the incision of the No. 2 prefabricated tank from the side of the pre-embedded grouting pipe to the pre-embedded grout pipe One side is moved, and the air inside the No. 2 prefabricated tank is discharged through the pre-embedded slurry pipe, so as to improve the compactness of the No. 1 waterproof mortar layer in the No. 2 prefabricated tank, and ensure that the No. 1 waterproof mortar layer can completely fill the No. 2 prefabricated tank. Full, to ensure that the No. 2 prefabricated tank is filled and dense to improve the water-stop effect at the connection of the aqueduct body.

附图说明Description of drawings

为了更清楚地说明本实用新型实施例或现有技术中的技术方案,下面将对实施例或现有技术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性的前提下,还可以根据这些附图获得其它的附图。In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the following briefly introduces the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description These are just some embodiments of the present invention, and for those of ordinary skill in the art, other drawings can also be obtained from these drawings without creative labor.

图1为本实用新型一种实施例的整体立体结构示意图;1 is a schematic diagram of the overall three-dimensional structure of an embodiment of the present utility model;

图2为本实用新型一种实施例的整体内部结构示意图;2 is a schematic diagram of the overall internal structure of an embodiment of the present utility model;

图3为本实用新型一种实施例的图2中A处局部放大结构示意图。FIG. 3 is a schematic diagram of a partially enlarged structure at A in FIG. 2 according to an embodiment of the present invention.

图中:1、固定支座;2、渡槽本体;3、一号预制槽;4、二号预制槽;5、沥青防水卷材;6、一号防水砂浆层;7、预埋出浆管;8、预埋注浆管;9、橡胶止水带;10、二号防水砂浆层;11、聚氨酯防水材料层;12、粘结层;13、紫铜止水片。In the figure: 1. Fixed support; 2. Aqueduct body; 3. No. 1 prefabricated slot; 4. No. 2 prefabricated slot; 5. Asphalt waterproofing membrane; 6. No. 1 waterproof mortar layer; 8. Pre-embedded grouting pipe; 9. Rubber waterstop; 10. No. 2 waterproof mortar layer; 11. Polyurethane waterproof material layer; 12. Adhesive layer; 13. Copper waterstop.

具体实施方式Detailed ways

为了使本技术领域的人员更好地理解本实用新型方案,下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分的实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都应当属于本实用新型保护的范围。In order to enable those skilled in the art to better understand the solutions of the present invention, the technical solutions in the embodiments of the present invention will be described clearly and completely below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described The embodiments are only some of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative work shall fall within the protection scope of the present invention.

需要说明的是,本实用新型的说明书和权利要求书及上述附图中的术语“第一”、“第二”等是用于区别类似的对象,而不必用于描述特定的顺序或先后次序。应该理解这样使用的数据在适当情况下可以互换,以便这里描述的本实用新型的实施例。此外,术语“包括”和“具有”以及他们的任何变形,意图在于覆盖不排他的包含,例如,包含了一系列步骤或单元的过程、方法、系统、产品或设备不必限于清楚地列出的那些步骤或单元,而是可包括没有清楚地列出的或对于这些过程、方法、产品或设备固有的其它步骤或单元。It should be noted that the terms "first" and "second" in the description and claims of the present invention and the above drawings are used to distinguish similar objects, and are not necessarily used to describe a specific sequence or sequence. . It should be understood that the data so used may be interchanged under appropriate circumstances for the embodiments of the invention described herein. Furthermore, the terms "comprising" and "having" and any variations thereof, are intended to cover non-exclusive inclusion, for example, a process, method, system, product or device comprising a series of steps or units is not necessarily limited to those expressly listed Rather, those steps or units may include other steps or units not expressly listed or inherent to these processes, methods, products or devices.

在本实用新型中,术语“上”、“下”、“左”、“右”、“前”、“后”、“顶”、“底”、“内”、“外”、“中”、“竖直”、“水平”、“横向”、“纵向”等指示的方位或位置关系为基于附图所示的方位或位置关系。这些术语主要是为了更好地描述本实用新型及其实施例,并非用于限定所指示的装置、元件或组成部分必须具有特定方位,或以特定方位进行构造和操作。In this utility model, the terms "up", "down", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle" The orientation or positional relationship indicated by , "vertical", "horizontal", "horizontal", "longitudinal", etc. is based on the orientation or positional relationship shown in the drawings. These terms are primarily used to better describe the present invention and its embodiments, and are not intended to limit the fact that the indicated device, element or component must have a particular orientation, or be constructed and operated in a particular orientation.

并且,上述部分术语除了可以用于表示方位或位置关系以外,还可能用于表示其他含义,例如术语“上”在某些情况下也可能用于表示某种依附关系或连接关系。对于本领域普通技术人员而言,可以根据具体情况理解这些术语在本实用新型中的具体含义。In addition, some of the above-mentioned terms may be used to express other meanings besides orientation or positional relationship. For example, the term "on" may also be used to express a certain attachment or connection relationship in some cases. For those of ordinary skill in the art, the specific meanings of these terms in the present invention can be understood according to specific situations.

此外,术语“安装”、“设置”、“设有”、“连接”、“相连”、“套接”应做广义理解。例如,可以是固定连接,可拆卸连接,或整体式构造;可以是机械连接,或电连接;可以是直接相连,或者是通过中间媒介间接相连,又或者是两个装置、元件或组成部分之间内部的连通。对于本领域普通技术人员而言,可以根据具体情况理解上述术语在本实用新型中的具体含义。Furthermore, the terms "installed", "set up", "provided with", "connected", "connected", "socketed" should be construed broadly. For example, it may be a fixed connection, a detachable connection, or a unitary structure; it may be a mechanical connection, or an electrical connection; it may be directly connected, or indirectly connected through an intermediary, or between two devices, elements, or components. internal communication. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific situations.

需要说明的是,在不冲突的情况下,本实用新型中的实施例及实施例中的特征可以相互组合。下面将参考附图并结合实施例来详细说明本实用新型。It should be noted that the embodiments of the present invention and the features of the embodiments may be combined with each other under the condition of no conflict. The present utility model will be described in detail below with reference to the accompanying drawings and in conjunction with the embodiments.

请参阅图1-3所示,一种水利工程用渡槽间接缝止水装置,包括固定支座1、二号预制槽4、紫铜止水片13、预埋注浆管8、橡胶止水带9、聚氨酯防水材料层11、预埋出浆管7和粘结层12,所述固定支座1与渡槽本体2固定连接,所述渡槽本体2表面设置有一号预制槽3,所述二号预制槽4设置在一号预制槽3表面,所述紫铜止水片13与渡槽本体2固定连接,且紫铜止水片13与一号防水砂浆层6固定连接,所述一号防水砂浆层6与渡槽本体2固定连接,所述预埋注浆管8与渡槽本体2固定连接,所述预埋出浆管7与渡槽本体2固定连接,所述橡胶止水带9与二号防水砂浆层10固定连接,所述二号防水砂浆层10与渡槽本体2固定连接,所述聚氨酯防水材料层11与二号防水砂浆层10固定连接,且聚氨酯防水材料层11与渡槽本体2固定连接,所述粘结层12与聚氨酯防水材料层11固定连接,且粘结层12与沥青防水卷材5固定连接,渡槽间的连接处会有连接缝隙,连接缝处理需要进行止水处理,传统的处理方式多采用在连接处使用抗渗混凝土或防水砂浆进行封堵,止水效果较差,容易造成连接处漏水。Please refer to Figure 1-3, a water stop device between aqueducts for water conservancy projects, including a fixed support 1, a No. 2 prefabricated tank 4, a copper water stop sheet 13, a pre-embedded grouting pipe 8, and a rubber water stop 9. The polyurethane waterproof material layer 11, the pre-embedded slurry pipe 7 and the adhesive layer 12, the fixed support 1 is fixedly connected with the aqueduct body 2, and the surface of the aqueduct body 2 is provided with a No. The prefabricated tank 4 is arranged on the surface of the No. 1 prefabricated tank 3, the red copper water-stop sheet 13 is fixedly connected with the aqueduct body 2, and the red copper water-stop sheet 13 is fixedly connected with the No. 1 waterproof mortar layer 6, and the No. 1 waterproof mortar layer 6 It is fixedly connected to the aqueduct body 2, the pre-embedded grouting pipe 8 is fixedly connected to the aqueduct body 2, the pre-embedded slurry pipe 7 is fixedly connected to the aqueduct body 2, and the rubber waterstop 9 is connected to the No. 2 waterproof mortar layer. 10 is fixedly connected, the No. 2 waterproof mortar layer 10 is fixedly connected to the aqueduct body 2, the polyurethane waterproof material layer 11 is fixedly connected to the No. 2 waterproof mortar layer 10, and the polyurethane waterproof material layer 11 is fixedly connected to the aqueduct body 2, so The adhesive layer 12 is fixedly connected to the polyurethane waterproof material layer 11, and the adhesive layer 12 is fixedly connected to the asphalt waterproofing membrane 5. There will be connection gaps at the joints between the aqueducts. Most of the methods use impermeable concrete or waterproof mortar to block the connection, which has poor water-stopping effect and is easy to cause water leakage at the connection.

所述渡槽本体2表面设置有两个一号预制槽3,两个所述一号预制槽3对称分布在渡槽本体2两端,所述一号预制槽3向渡槽本体2内部凹陷,且一号预制槽3的凹陷深度为8cm,所述一号预制槽3的宽度为60cm,所述渡槽本体2表面设置有两个二号预制槽4,两个所述二号预制槽4位于渡槽本体2两端,所述二号预制槽4在渡槽本体2内部倾斜设置,且二号预制槽4与渡槽本体2底部表面的倾斜角度为5°,将紫铜止水片13插入二号预制槽4内部,将渡槽本体2相互对接安装固定在固定支座1表面,将渡槽本体2安装完成后,通过预埋注浆管8对二号预制槽4内部进行注浆,将一号防水砂浆层6通过注浆设备注入二号预制槽4内部,通过二号预制槽4的切斜设置一号防水砂浆层6从预埋注浆管8一侧向预埋出浆管7一侧进行移动,通过预埋出浆管7将二号预制槽4内部的空气进行排出,提高一号防水砂浆层6在二号预制槽4内部密实度,保证一号防水砂浆层6可以将二号预制槽4完全充满,保证二号预制槽4内部被填充密实提高渡槽本体2连接处的止水效果,所述二号预制槽4在渡槽本体2内部的深度为80cm,且渡槽本体2两端的二号预制槽4的高度相同,所述紫铜止水片13位于二号预制槽4内部,且紫铜止水片13通过一号防水砂浆层6与固定支座1固定连接,所述紫铜止水片13在二号预制槽4内部与一号预制槽3固定连接,且紫铜止水片13在预埋注浆管8内部与预埋注浆管8固定连接,所述紫铜止水片13在预埋出浆管7内部与预埋出浆管7固定连接,所述固定支座1表面分别设置有预埋出浆管7和预埋注浆管8,所述预埋出浆管7和预埋注浆管8分别与二号预制槽4相互连通,所述二号防水砂浆层10位于一号预制槽3内部与渡槽本体2固定连接,所述橡胶止水带9位于二号防水砂浆层10中部,且橡胶止水带9的宽度为100cm。The surface of the aqueduct body 2 is provided with two No. 1 prefabricated grooves 3, and the two No. 1 prefabricated grooves 3 are symmetrically distributed at both ends of the aqueduct body 2. The No. 1 prefabricated grooves 3 are recessed into the aqueduct body 2, and one The recessed depth of the No. 1 prefabricated slot 3 is 8cm, the width of the No. 1 prefabricated slot 3 is 60cm, and the surface of the aqueduct body 2 is provided with two No. 2 prefabricated slots 4, and the two No. 2 prefabricated slots 4 are located in the aqueduct body. 2 at both ends, the No. 2 prefabricated groove 4 is inclined in the interior of the aqueduct body 2, and the inclination angle between the No. 2 prefabricated groove 4 and the bottom surface of the aqueduct body 2 is 5°, and the red copper water stop sheet 13 is inserted into the No. 2 prefabricated groove 4. Inside, the aqueduct bodies 2 are connected to each other and fixed on the surface of the fixed support 1. After the installation of the aqueduct body 2 is completed, the interior of the No. 2 prefabricated groove 4 is grouted through the pre-embedded grouting pipe 8, and the No. 1 waterproof mortar layer 6 is grouted. The No. 2 prefabricated tank 4 is injected into the interior of the No. 2 prefabricated tank 4 through the grouting equipment, and the No. 1 waterproof mortar layer 6 is set by the incision of the No. 2 prefabricated tank 4 to move from the side of the pre-embedded grouting pipe 8 to the side of the pre-embedded grouting pipe 7. The pre-embedded slurry pipe 7 discharges the air inside the No. 2 prefabricated tank 4 to improve the compactness of the No. 1 waterproof mortar layer 6 in the No. 2 prefabricated tank 4, so as to ensure that the No. 1 waterproof mortar layer 6 can completely fill the No. 2 prefabricated tank 4. Filled to ensure that the No. 2 prefabricated tank 4 is filled densely to improve the water stop effect at the connection of the aqueduct body 2. The depth of the No. 2 prefabricated tank 4 inside the aqueduct body 2 is 80cm, and the No. 2 prefabricated tank at both ends of the aqueduct body 2. 4 are the same height, the red copper water-stop sheet 13 is located inside the No. 2 prefabricated tank 4, and the red copper water-stop sheet 13 is fixedly connected to the fixed support 1 through the No. 1 waterproof mortar layer 6, and the red copper water-stop sheet 13 is in the second. The interior of the No. 1 prefabricated groove 4 is fixedly connected with the No. 1 prefabricated groove 3, and the red copper water-stop sheet 13 is fixedly connected with the pre-embedded grouting pipe 8 inside the pre-embedded grouting pipe 8, and the red copper water-stop sheet 13 is pre-embedded and grouted. The inside of the pipe 7 is fixedly connected with the pre-embedded slurry pipe 7. The surface of the fixed support 1 is respectively provided with a pre-embedded slurry pipe 7 and a pre-embedded grouting pipe 8. The pre-embedded slurry pipe 7 and the pre-embedded grouting pipe The pipes 8 are respectively communicated with the No. 2 prefabricated tank 4. The No. 2 waterproof mortar layer 10 is located in the No. 1 prefabricated tank 3 and is fixedly connected to the aqueduct body 2. The rubber waterstop 9 is located in the middle of the No. 2 waterproof mortar layer 10. And the width of the rubber waterstop 9 is 100cm.

本实用新型在使用时,将紫铜止水片13插入二号预制槽4内部,将渡槽本体2相互对接安装固定在固定支座1表面,将渡槽本体2安装完成后,通过预埋注浆管8对二号预制槽4内部进行注浆,将一号防水砂浆层6通过注浆设备注入二号预制槽4内部,通过二号预制槽4的切斜设置一号防水砂浆层6从预埋注浆管8一侧向预埋出浆管7一侧进行移动,通过预埋出浆管7将二号预制槽4内部的空气进行排出,提高一号防水砂浆层6在二号预制槽4内部密实度,保证一号防水砂浆层6可以将二号预制槽4完全充满,保证二号预制槽4内部被填充密实提高渡槽本体2连接处的止水效果,在一号预制槽3内部填充二号防水砂浆层10达到设计厚度后安装橡胶止水带9,在次通过该二号防水砂浆层10对一号预制槽3进行填充,通过橡胶止水带9二次提升渡槽本体2连接处的止水效果,同时通过二号防水砂浆层10对渡槽本体2连接处进行密封,提高止水性能,在渡槽本体2表面固定聚氨酯防水材料层11,通过聚氨酯防水材料层11对渡槽本体2连接处进行再次密封,同时通过粘结层12和沥青防水卷材5在聚氨酯防水材料层11表面进行固定,提升渡槽本体2连接处的止水密封性,通过聚氨酯防水材料层11和沥青防水卷材5对渡槽本体2的连接处进行三次密封保证对连接处进行充分的止水,避免渡槽本体2在使用时连接处出现漏水情况。When the utility model is in use, the red copper water-stop sheet 13 is inserted into the No. 2 prefabricated tank 4, and the aqueduct bodies 2 are butted to each other and fixed on the surface of the fixed support 1. After the installation of the aqueduct body 2 is completed, the grouting pipes are embedded in advance. 8. Carry out grouting inside the No. 2 prefabricated groove 4, inject the No. 1 waterproof mortar layer 6 into the No. 2 prefabricated groove 4 through the grouting equipment, and set the No. 1 waterproof mortar layer 6 from the pre-buried The side of the grouting pipe 8 is moved to the side of the pre-embedded grouting pipe 7, and the air inside the No. 2 prefabricated tank 4 is discharged through the pre-embedded grouting pipe 7, and the No. 1 waterproof mortar layer 6 is improved in the No. 2 prefabricated tank 4. The internal compactness ensures that the No. 1 waterproof mortar layer 6 can completely fill the No. 2 prefabricated slot 4, and ensures that the No. 2 prefabricated slot 4 is filled and dense to improve the water-stop effect at the connection of the aqueduct body 2. Fill the No. 1 prefabricated slot 3 After the No. 2 waterproof mortar layer 10 reaches the designed thickness, install the rubber water stop 9 , then fill the No. 1 prefabricated tank 3 through the No. 2 waterproof mortar layer 10 , and lift the connection of the aqueduct body 2 through the rubber water stop 9 for the second time. At the same time, the connection of the aqueduct body 2 is sealed through the No. 2 waterproof mortar layer 10 to improve the water-stopping performance. The polyurethane waterproof material layer 11 is fixed on the surface of the aqueduct body 2, and the aqueduct body 2 is connected through the polyurethane waterproof material layer 11. At the same time, it is fixed on the surface of the polyurethane waterproof material layer 11 by the adhesive layer 12 and the asphalt waterproofing membrane 5, so as to improve the watertightness of the connection of the aqueduct body 2. Through the polyurethane waterproofing material layer 11 and the asphalt waterproofing membrane 5. Seal the connection of the aqueduct body 2 three times to ensure that the connection is fully water-stopped, and avoid water leakage at the connection of the aqueduct body 2 when it is in use.

本实用新型的有益之处在于:The beneficial part of the present utility model is:

1.本实用新型具有一级止水措施,将紫铜止水片插入二号预制槽内部,将渡槽本体相互对接安装固定在固定支座表面,将渡槽本体安装完成后,通过预埋注浆管对二号预制槽内部进行注浆,将一号防水砂浆层通过注浆设备注入二号预制槽内部,通过二号预制槽的切斜设置一号防水砂浆层从预埋注浆管一侧向预埋出浆管一侧进行移动,通过预埋出浆管将二号预制槽内部的空气进行排出,提高一号防水砂浆层在二号预制槽内部密实度,保证一号防水砂浆层可以将二号预制槽完全充满,保证二号预制槽内部被填充密实提高渡槽本体连接处的止水效果;1. The utility model has a first-level water-stop measure. The red copper water-stop sheet is inserted into the No. 2 prefabricated tank, and the aqueduct bodies are installed and fixed on the surface of the fixed support. After the aqueduct body is installed, the grouting pipe is embedded through the The No. 2 prefabricated groove is grouted, and the No. 1 waterproof mortar layer is injected into the No. 2 prefabricated groove through the grouting equipment. One side of the pre-embedded slurry pipe is moved, and the air inside the No. 2 prefabricated tank is discharged through the pre-embedded slurry pipe, so as to improve the compactness of the No. 1 waterproof mortar layer in the No. 2 prefabricated tank, and to ensure that the No. 1 waterproof mortar layer can The No. 2 prefabricated tank is completely filled to ensure that the inside of the No. 2 prefabricated tank is filled and dense to improve the water-stop effect at the connection of the aqueduct body;

2.本实用新型具有二级止水措施,在一号预制槽内部填充二号防水砂浆层达到设计厚度后安装橡胶止水带,在次通过该二号防水砂浆层对一号预制槽进行填充,通过橡胶止水带二次提升渡槽本体连接处的止水效果,同时通过二号防水砂浆层对渡槽本体连接处进行密封,提高止水性能;2. The utility model has a secondary water-stop measure. The No. 1 prefabricated groove is filled with the No. 2 waterproof mortar layer to reach the design thickness and then a rubber water stop is installed, and the No. 1 prefabricated groove is filled through the No. 2 waterproof mortar layer. , The water-stop effect of the connection of the aqueduct body is improved twice by the rubber water-stop belt, and the water-stop performance of the aqueduct body is sealed by the No. 2 waterproof mortar layer;

3.本实用新型结构合理,在渡槽本体表面固定聚氨酯防水材料层,通过聚氨酯防水材料层对渡槽本体连接处进行再次密封,同时通过粘结层和沥青防水卷材在聚氨酯防水材料层表面进行固定,提升渡槽本体连接处的止水密封性,通过聚氨酯防水材料层和沥青防水卷材对渡槽本体的连接处进行三次密封保证对连接处进行充分的止水,避免渡槽本体在使用时连接处出现漏水情况。3. The structure of the utility model is reasonable, the polyurethane waterproof material layer is fixed on the surface of the aqueduct body, the connection part of the aqueduct body is resealed through the polyurethane waterproof material layer, and is fixed on the surface of the polyurethane waterproof material layer through the adhesive layer and the asphalt waterproofing membrane at the same time. , Improve the water-stop sealing performance of the connection of the aqueduct body, and seal the connection of the aqueduct body three times through the polyurethane waterproof material layer and the asphalt waterproof membrane to ensure sufficient water-stopping at the connection, and avoid the connection of the aqueduct body during use. water leakage.

涉及到电路和电子元器件和模块均为现有技术,本领域技术人员完全可以实现,无需赘言,本实用新型保护的内容也不涉及对于软件和方法的改进。The related circuits, electronic components and modules are all in the prior art, which can be realized by those skilled in the art. It is needless to mention that the content of the protection of the present invention does not involve the improvement of software and methods.

以上所述仅为本实用新型的优选实施例而已,并不用于限制本实用新型,对于本领域的技术人员来说,本实用新型可以有各种更改和变化。凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. For those skilled in the art, the present utility model may have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims (10)

1. The utility model provides a seam sealing device between aqueduct for hydraulic engineering which characterized in that: comprises a fixed support (1), a second prefabricated groove (4), a red copper water stop sheet (13), a pre-buried grouting pipe (8), a rubber water stop belt (9), a polyurethane waterproof material layer (11), a pre-buried slurry outlet pipe (7) and a bonding layer (12), wherein the fixed support (1) is fixedly connected with a aqueduct body (2), the surface of the aqueduct body (2) is provided with a first prefabricated groove (3), the second prefabricated groove (4) is arranged on the surface of the first prefabricated groove (3), the red copper water stop sheet (13) is fixedly connected with the aqueduct body (2), the red copper water stop sheet (13) is fixedly connected with a first waterproof mortar layer (6), the first waterproof mortar layer (6) is fixedly connected with the aqueduct body (2), the pre-buried slurry outlet pipe (8) is fixedly connected with the aqueduct body (2), the rubber water stop belt (9) is fixedly connected with the second waterproof mortar layer (10), the second waterproof mortar layer (10) is fixedly connected with the aqueduct body (11), and the polyurethane waterproof mortar outlet pipe (11) is fixedly connected with the aqueduct body (11), and the bonding layer (12) is fixedly connected with the asphalt waterproof coiled material (5).
2. The aqueduct indirect seam water stopping device for the hydraulic engineering as claimed in claim 1, which is characterized in that: the aqueduct body (2) is provided with two first prefabricated grooves (3) on the surface, and the two first prefabricated grooves (3) are symmetrically distributed at two ends of the aqueduct body (2).
3. The aqueduct indirect seam water stopping device for the hydraulic engineering as claimed in claim 1, which is characterized in that: the first prefabricated groove (3) is sunken towards the interior of the aqueduct body (2), the sunken depth of the first prefabricated groove (3) is 8cm, and the width of the first prefabricated groove (3) is 60cm.
4. The aqueduct indirect seam water stopping device for the hydraulic engineering as claimed in claim 1, which is characterized in that: the aqueduct is characterized in that two second prefabricated grooves (4) are arranged on the surface of the aqueduct body (2), and the two second prefabricated grooves (4) are located at two ends of the aqueduct body (2).
5. The indirect seam sealing device of aqueduct for hydraulic engineering according to claim 1, characterized in that: the second prefabricated groove (4) is obliquely arranged in the aqueduct body (2), and the inclination angle of the second prefabricated groove (4) and the bottom surface of the aqueduct body (2) is 5 degrees.
6. The aqueduct indirect seam water stopping device for the hydraulic engineering as claimed in claim 1, which is characterized in that: the depth of the second prefabricated groove (4) in the aqueduct body (2) is 80cm, and the heights of the second prefabricated grooves (4) at two ends of the aqueduct body (2) are the same.
7. The indirect seam sealing device of aqueduct for hydraulic engineering according to claim 1, characterized in that: the red copper water stop sheet (13) is positioned inside the second prefabricated groove (4), and the red copper water stop sheet (13) is fixedly connected with the fixed support (1) through the first waterproof mortar layer (6).
8. The aqueduct indirect seam water stopping device for the hydraulic engineering as claimed in claim 1, which is characterized in that: red copper waterstop piece (13) are at prefabricated groove (4) inside and prefabricated groove (3) fixed connection No. two, and red copper waterstop piece (13) inside with pre-buried slip casting pipe (8) fixed connection in pre-buried slip casting pipe (8), red copper waterstop piece (13) are inside with pre-buried grout casting pipe (7) fixed connection in pre-buried grout casting pipe (7).
9. The aqueduct indirect seam water stopping device for the hydraulic engineering as claimed in claim 1, which is characterized in that: the surface of the fixed support (1) is provided with a pre-buried grout outlet pipe (7) and a pre-buried grouting pipe (8) respectively, and the pre-buried grout outlet pipe (7) and the pre-buried grouting pipe (8) are communicated with the second prefabricated groove (4) respectively.
10. The aqueduct indirect seam water stopping device for the hydraulic engineering as claimed in claim 1, which is characterized in that: no. two waterproof mortar layer (10) are located prefabricated groove (3) inside and aqueduct body (2) fixed connection, rubber waterstop (9) are located No. two waterproof mortar layer (10) middle part, and the width of rubber waterstop (9) is 100cm.
CN202221482905.3U 2022-06-14 2022-06-14 Water conservancy project is with indirect seam sealing device of aqueduct Expired - Fee Related CN217629727U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221482905.3U CN217629727U (en) 2022-06-14 2022-06-14 Water conservancy project is with indirect seam sealing device of aqueduct

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221482905.3U CN217629727U (en) 2022-06-14 2022-06-14 Water conservancy project is with indirect seam sealing device of aqueduct

Publications (1)

Publication Number Publication Date
CN217629727U true CN217629727U (en) 2022-10-21

Family

ID=83627483

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221482905.3U Expired - Fee Related CN217629727U (en) 2022-06-14 2022-06-14 Water conservancy project is with indirect seam sealing device of aqueduct

Country Status (1)

Country Link
CN (1) CN217629727U (en)

Similar Documents

Publication Publication Date Title
CN110878700B (en) A kind of tunnel waterproof structure and construction method thereof
CN103410175B (en) A kind of water seepage control construction method for karst water-rich geological underground structure waterproof construction
CN107859064B (en) Waterproof structure for connection of prefabricated pipe gallery and cast-in-situ pipe gallery and construction method
CN109488371B (en) Waterproof system of full-enclosed waterproof station and dynamic setting and quantity-limiting drainage method
CN104806272A (en) Tunnel diversion composite type waterproof and drainage system as well as construction method and use method thereof
CN106640154A (en) Treatment method and structure for water seepage of tunnel lining circular construction joint crack
CN107012832A (en) Plugging structure and method under a kind of CFRD percolating water
CN207597428U (en) Prefabricated piping lane is connected waterproof construction with cast-in-place piping lane
CN102505663B (en) Method for repairing seepage of concentration tank and water tank
CN102839691B (en) Quick sealing method and device for sandless cement pipe deep well dewatering wellhead
CN108661078A (en) A kind of composite type Tunnel Design construction method
CN210163948U (en) Construction system for pouring post-cast strip of basement roof
CN104234089B (en) The construction method that a kind of basement guarded drainage combines
CN110144918A (en) Construction method of anti-seepage and plugging of underground building dewatering well
CN103205986A (en) Concrete raft foundation construction-joint grouting device and construction method
CN217629727U (en) Water conservancy project is with indirect seam sealing device of aqueduct
CN111287793A (en) Deformation joint water-proof and drainage system based on automatic drainage function and construction process thereof
CN111441310B (en) A dam leak repair method
CN206429253U (en) Seep water treatment structures in tunnel-liner circular construction joint crack
CN205804419U (en) The tenon formula joint waterproofing structure of concrete waist rail embedded structure side wall
CN106284303B (en) A kind of prefabricated ground-connecting-wall and its construction method with the limit of angle steel connector
CN111441311B (en) Underwater repair method for leakage of old dam structure seam
CN204356738U (en) Concrete panel dam upstream surface structure for preventing panel from being empty
CN2718073Y (en) Ejection rubber water plugging band
CN206693158U (en) Plugging structure under a kind of CFRD percolating water

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20221021

CF01 Termination of patent right due to non-payment of annual fee