CN203784513U - Connection device of grouting pipe and sleeve - Google Patents
Connection device of grouting pipe and sleeve Download PDFInfo
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- CN203784513U CN203784513U CN201420191485.2U CN201420191485U CN203784513U CN 203784513 U CN203784513 U CN 203784513U CN 201420191485 U CN201420191485 U CN 201420191485U CN 203784513 U CN203784513 U CN 203784513U
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- casing
- grouting pipe
- flange
- grouting
- connection device
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Abstract
本实用新型提供一种注浆管与套管的连接装置,其包括有一套箍、一橡皮塞及一法兰,所述套箍套设固体在所述套管上,所述法兰套设在所述注浆管上,所述橡胶塞沿轴向设有一通孔,其通过所述通孔套设在所述注浆管上,且所述橡皮塞的后端与所述法兰相邻,其前端插设于所述套管中,并密封所述套管的端口,所述套箍与法兰之间通过对拉螺栓相连接。本实用新型的注浆管与套管的连接装置,通过设置套箍、橡胶塞及法兰等部件,不但能实现套管与注浆管的密封连接,而且组装及拆卸方便,克服了现有技术的缺陷。
The utility model provides a connection device between a grouting pipe and a casing, which includes a hoop, a rubber stopper and a flange, the hoop is set on the casing, and the flange is set On the grouting pipe, the rubber plug is axially provided with a through hole, which is sleeved on the grouting pipe through the through hole, and the rear end of the rubber plug is in contact with the flange. Adjacent, the front end of which is inserted into the casing and seals the port of the casing, and the ferrule and the flange are connected by a pull bolt. The connection device between the grouting pipe and the casing of the utility model can not only realize the sealed connection between the casing and the grouting pipe by setting the ferrule, the rubber plug and the flange, but also facilitate assembly and disassembly, which overcomes the existing technical deficiencies.
Description
技术领域technical field
本实用新型属于隧道施工领域,具体而言,涉及一种注浆管与套管的连接装置。The utility model belongs to the field of tunnel construction, and in particular relates to a connection device between a grouting pipe and a sleeve pipe.
背景技术Background technique
导管注浆是一种隧道施工中很常用的支护手段,是隧道工程掘进施工过程中的一种工艺方法,主要用于自稳时间短的软弱破碎带、浅埋段、洞口偏压段、砂层段、砂卵石段、断层破碎带、岩溶等地段的预支护。导管注浆的加固作用机理为浆液在岩层裂隙及土体空隙内流动扩散、充填、固结,成为具有一定强度和低透水性的结石体,充塞岩层裂隙,截断水流通道,固结破碎岩石及周围土体,形成一个坚硬的护拱。注浆管一般采用直径30-50mm钢管,用于注浆液的灌注,该注浆液一般采用水泥浆、水泥砂浆或水泥与水玻璃双液浆。Conduit grouting is a very commonly used support method in tunnel construction. It is a technological method in the process of tunnel engineering excavation. It is mainly used for weak broken zones with short self-stabilization time, shallow buried sections, tunnel opening bias sections, Pre-support for sand section, sand pebble section, fault fracture zone, karst and other sections. The reinforcement mechanism of conduit grouting is that the grout flows, spreads, fills, and consolidates in the rock cracks and soil voids, forming concretions with a certain strength and low water permeability, filling rock cracks, cutting off water flow channels, and consolidating broken rocks and The surrounding soil forms a hard arch. The grouting pipe generally adopts a steel pipe with a diameter of 30-50mm, which is used for pouring the grouting liquid. The grouting liquid generally adopts cement slurry, cement mortar or cement and water glass double liquid slurry.
如图1所示,为现有的套管11与注浆管12的连接示意图,其是将套管11预先插设在墙体10中,并在注浆管12的一端套设固定挡板13,再将挡板13盖合在套管11的端口处,并与套管11焊接固定,随后,将注浆管12的另一端通过关闭阀门14连接注浆管路15,即可进行注浆作业。然而,该连接结构由于采用焊接,需要进行点焊接,增加了施工难度,施工时需要2个工人同时操作,不但浪费了人力物力、焊材及电力,而且施工时间较长,还减慢了施工进度;由于需要用电源焊接,增加了施工重大危险源;在注浆作业完成后,为了重复利用注浆管,还需切割套管及注浆管,以将挡板移除,无形中增加了人工。As shown in Figure 1, it is a schematic diagram of the connection between the existing casing 11 and the grouting pipe 12, which is to insert the casing 11 in the wall 10 in advance, and set a fixed baffle at one end of the grouting pipe 12 13. Then cover the baffle 13 at the port of the casing 11, and weld it to the casing 11, and then connect the other end of the grouting pipe 12 to the grouting pipeline 15 by closing the valve 14, and the grouting can be performed. pulp work. However, due to the use of welding, the connection structure requires spot welding, which increases the difficulty of construction. During construction, two workers are required to operate at the same time, which not only wastes manpower, material resources, welding materials and electricity, but also takes a long time to construct, and slows down construction progress; due to the need for power welding, a major source of danger in construction is increased; after the grouting operation is completed, in order to reuse the grouting pipe, it is necessary to cut the casing and the grouting pipe to remove the baffle, which virtually increases the artificial.
有鉴于此,本设计人根据多年从事本领域和相关领域的生产设计经验,研制出一种注浆管与套管的连接装置,以期解决现有技术存在的问题。In view of this, the designer has developed a connection device for grouting pipes and casings based on years of experience in production design in this field and related fields, in order to solve the problems existing in the prior art.
实用新型内容Utility model content
本实用新型的目的是在于提供一种注浆管与套管的连接装置,通过设置套箍、橡胶塞及法兰等部件,不但能实现套管与注浆管的密封连接,而且组装及拆卸方便,克服了现有技术的缺陷。The purpose of this utility model is to provide a connection device between the grouting pipe and the casing. By setting ferrules, rubber plugs, flanges and other components, not only the sealing connection between the casing and the grouting pipe can be realized, but also the assembly and disassembly It is convenient and overcomes the defects of the prior art.
为此,本实用新型提出一种注浆管与套管的连接装置,其包括有一套箍、一橡皮塞及一法兰,所述套箍套设固体在所述套管上,所述法兰套设在所述注浆管上,所述橡胶塞沿轴向设有一通孔,其通过所述通孔套设在所述注浆管上,且所述橡皮塞的后端与所述法兰相邻,其前端插设于所述套管中,并密封所述套管的端口,所述套箍与法兰之间通过对拉螺栓相连接。For this reason, the utility model proposes a connection device between a grouting pipe and a casing, which includes a ferrule, a rubber stopper and a flange, and the ferrule is set on the casing. The blue sleeve is set on the grouting pipe, and the rubber plug is provided with a through hole in the axial direction, which is sleeved on the grouting pipe through the through hole, and the rear end of the rubber plug is connected to the The flanges are adjacent to each other, and their front ends are inserted into the casing to seal the ports of the casing, and the ferrule and the flange are connected by a pull bolt.
如上所述的注浆管与套管的连接装置,其中,所述橡皮塞呈圆台形,其后端的直径大于其前端的直径。The connection device between the grouting pipe and the casing as described above, wherein the rubber stopper is in the shape of a truncated cone, and the diameter of its rear end is larger than the diameter of its front end.
本实用新型提供的注浆管与套管的连接装置,通过设置套箍、橡胶塞及法兰,能实现套管与注浆管的密封连接,无需焊接,不但节约了材料,减少耗费焊接材料,而且由于无需用电,还减少了危险源;在工作时,仅需一人即可快速操作,减少了人工,提高了工作效率,加快施工进度;组装及拆卸方便,通过对拉螺栓连接套箍及法兰,操作时间比焊接缩短很多,而且在拆卸时无需割除切割套管及注浆管,对套管及注浆管无损伤,可循环利用。The connection device between the grouting pipe and the casing provided by the utility model can realize the sealed connection between the casing and the grouting pipe by setting the ferrule, the rubber plug and the flange, without welding, which not only saves materials, but also reduces the consumption of welding materials , and because there is no need for electricity, it also reduces the source of danger; when working, only one person can quickly operate, reducing labor, improving work efficiency, and speeding up the construction progress; assembly and disassembly are convenient, and the ferrule is connected by the pull bolt And the flange, the operation time is much shorter than welding, and there is no need to cut the casing and grouting pipe during disassembly, no damage to the casing and grouting pipe, and can be recycled.
附图说明Description of drawings
以下附图仅旨在于对本实用新型做示意性说明和解释,并不限定本实用新型的范围。其中:The following drawings are only intended to illustrate and explain the utility model schematically, and do not limit the scope of the utility model. in:
图1为现有的注浆管与套管的连接示意图;Fig. 1 is the connection schematic diagram of existing grouting pipe and casing;
图2为本实用新型的注浆管与套管的连接装置的结构示意图。Fig. 2 is a structural schematic diagram of the connection device between the grouting pipe and the casing of the present invention.
主要元件标号说明:Explanation of main component labels:
21 套箍 22 橡皮塞21 ferrule 22 rubber stopper
221 通孔 23 法兰221 through hole 23 flange
24 对拉螺栓24 pull bolts
具体实施方式Detailed ways
为了对本实用新型的技术特征、目的和效果有更加清楚的理解,现对照附图说明本实用新型的具体实施方式,其中,相同的元件采用相同的标号。In order to have a clearer understanding of the technical features, purposes and effects of the present utility model, the specific implementation of the present utility model is now described with reference to the accompanying drawings, wherein the same components use the same reference numerals.
如图2所示,本实用新型提出的注浆管与套管的连接装置,其包括有一套箍21、一橡皮塞22及一法兰23,所述套箍21套设固体在所述套管11上,所述法兰23套设在所述注浆管12上,所述橡胶塞22沿轴向设有一通孔221,其通过所述通孔221套设在所述注浆管12上,且所述橡皮塞22的后端与所述法兰23相邻,其前端插设于所述套管11中,并密封所述套管11的端口,由此,既能满足注浆管12与套管11的连通,又实现了对套管11端口的密封,以符合使用要求,另外,所述套箍21与法兰23之间通过对拉螺栓24相连接。其中,至于上述套箍21、橡皮塞22及法兰23的具体尺寸,在此不作具体限定,在实际应用时,可根据实际需要而定,比如根据套管、注浆管的尺寸确定。As shown in Figure 2, the connection device between the grouting pipe and the casing proposed by the utility model includes a ferrule 21, a rubber stopper 22 and a flange 23, and the ferrule 21 is sleeved with a solid on the ferrule. On the pipe 11, the flange 23 is sleeved on the grouting pipe 12, and the rubber plug 22 is provided with a through hole 221 along the axial direction, which is sleeved on the grouting pipe 12 through the through hole 221. , and the rear end of the rubber stopper 22 is adjacent to the flange 23, and its front end is inserted into the sleeve 11 to seal the port of the sleeve 11, thereby satisfying the requirement of grouting The communication between the pipe 12 and the casing 11 realizes the sealing of the port of the casing 11 to meet the requirements of use. In addition, the ferrule 21 and the flange 23 are connected by a pull bolt 24 . Wherein, the specific dimensions of the ferrule 21, the rubber plug 22 and the flange 23 are not specifically limited here, and may be determined according to actual needs in actual application, for example, according to the dimensions of casing pipes and grouting pipes.
其中,为提供密封效果,优选所述橡皮塞22呈圆台形,其后端的直径大于其前端的直径。由此,利用橡皮塞上述的结构特点,使其外侧面与套管的端口周侧之间能更充分的接触,提升了密封性能。Wherein, in order to provide a sealing effect, preferably, the rubber stopper 22 is in the shape of a truncated cone, and the diameter of its rear end is larger than the diameter of its front end. Therefore, by using the above-mentioned structural characteristics of the rubber stopper, the outer surface of the rubber stopper can be more fully contacted with the peripheral side of the port of the sleeve, and the sealing performance is improved.
本实用新型提出的注浆管与套管的连接装置,在具体工作时,其是先将所述套箍21套设在套管11上,并通过螺丝拧紧,同时,法兰23和橡皮塞22套在注浆管12的一端,再将橡皮塞22塞入套管11中,使橡皮塞22和套管11紧密结合;将套箍21和法兰23通过对拉螺栓24连接,从而完成套管11与注浆管12的连接固定,之后,将注浆管12通过关断阀门14与注浆管路15连接,即可进行注浆作业;The connection device between the grouting pipe and the casing proposed by the utility model, in the specific work, it is to set the ferrule 21 on the casing 11 first, and tighten it by screws. At the same time, the flange 23 and the rubber stopper 22 is set on one end of the grouting pipe 12, and then the rubber stopper 22 is inserted into the casing 11, so that the rubber stopper 22 and the casing 11 are tightly combined; the ferrule 21 and the flange 23 are connected by the pull bolt 24 to complete The casing pipe 11 and the grouting pipe 12 are fixedly connected, after that, the grouting pipe 12 is connected with the grouting pipeline 15 through the shut-off valve 14, and the grouting operation can be carried out;
当注浆完成后,将套箍21和法兰23拆除,且注浆管12从套管11中拔出,即可实现注浆管的循环利用。After the grouting is completed, the ferrule 21 and the flange 23 are removed, and the grouting pipe 12 is pulled out from the casing 11, so that the grouting pipe can be recycled.
以上所述仅为本实用新型示意性的具体实施方式,并非用以限定本实用新型的范围。任何本领域的技术人员,在不脱离本实用新型的构思和原则的前提下所作的等同变化与修改,均应属于本实用新型保护的范围。The above descriptions are only illustrative specific implementations of the present utility model, and are not intended to limit the scope of the present utility model. Any equivalent changes and modifications made by those skilled in the art without departing from the concept and principle of the present utility model shall fall within the protection scope of the present utility model.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420191485.2U CN203784513U (en) | 2014-04-18 | 2014-04-18 | Connection device of grouting pipe and sleeve |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420191485.2U CN203784513U (en) | 2014-04-18 | 2014-04-18 | Connection device of grouting pipe and sleeve |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203784513U true CN203784513U (en) | 2014-08-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420191485.2U Expired - Fee Related CN203784513U (en) | 2014-04-18 | 2014-04-18 | Connection device of grouting pipe and sleeve |
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| Country | Link |
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| CN (1) | CN203784513U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105221170A (en) * | 2015-10-30 | 2016-01-06 | 河南理工大学 | Breaking surrounding rock resin anchoring adds sleeve pipe total length cement paste anchor dispensing device and Bolting and grouting methods |
| CN106194210A (en) * | 2016-08-01 | 2016-12-07 | 中铁十九局集团第七工程有限公司 | Tunnel lining trolley, method of work and the installation method of pre-pouring grout pipe fixing device |
-
2014
- 2014-04-18 CN CN201420191485.2U patent/CN203784513U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105221170A (en) * | 2015-10-30 | 2016-01-06 | 河南理工大学 | Breaking surrounding rock resin anchoring adds sleeve pipe total length cement paste anchor dispensing device and Bolting and grouting methods |
| CN106194210A (en) * | 2016-08-01 | 2016-12-07 | 中铁十九局集团第七工程有限公司 | Tunnel lining trolley, method of work and the installation method of pre-pouring grout pipe fixing device |
| CN106194210B (en) * | 2016-08-01 | 2018-07-17 | 中铁十九局集团第七工程有限公司 | The installation method of tunnel lining trolley, working method and pre-pouring grout pipe fixing device |
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Legal Events
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140820 |