CN202469300U - Connection structure between two grout pipes - Google Patents
Connection structure between two grout pipes Download PDFInfo
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- CN202469300U CN202469300U CN2012200913482U CN201220091348U CN202469300U CN 202469300 U CN202469300 U CN 202469300U CN 2012200913482 U CN2012200913482 U CN 2012200913482U CN 201220091348 U CN201220091348 U CN 201220091348U CN 202469300 U CN202469300 U CN 202469300U
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Abstract
Description
技术领域 technical field
本实用新型涉及一种两根灌浆管之间的连接结构,属于碾压混凝土拱坝横缝或诱导缝重复灌浆系统中的重复灌浆管接头连接技术领域。The utility model relates to a connection structure between two grouting pipes, which belongs to the technical field of joint connection of repeated grouting pipe joints in the repeated grouting system of roller compacted concrete arch dams or induced joints.
背景技术 Background technique
碾压混凝土拱坝通常所采用的重复灌浆管,目前两根灌浆管是通过橡胶套管连接在一起的,通过橡胶套管的收缩压力包裹两根灌浆管端头形成串联连接。采用橡胶套管连接的缺点如下:①橡胶套管需经过预热膨胀后才能连接灌浆钢管,不便于现场拼装;②两根串联的灌浆管端部是剖口对接,通过相对柔性的橡胶套管连接,易出现错位等现象,拼装质量难以保证;③对橡胶套管的质量要求高,由于长期与混凝土和渗漏水接触,橡胶套管易腐化和老化;④在前期一两次的灌浆压力作用后,橡胶套管易疲劳而难以复位,导致灌浆管接头错位,影响后期灌浆效果。RCC arch dams usually use repeated grouting pipes. At present, two grouting pipes are connected together through rubber sleeves, and the shrinkage pressure of the rubber sleeves wraps the ends of the two grouting pipes to form a series connection. The disadvantages of using rubber sleeve connection are as follows: ①The rubber sleeve needs to be preheated and expanded before it can be connected to the grouted steel pipe, which is not convenient for on-site assembly; The connection is prone to misalignment and other phenomena, and the assembly quality is difficult to guarantee; ③The quality requirements of the rubber casing are high, and due to long-term contact with concrete and leaking water, the rubber casing is easy to corrode and age; ④The grouting pressure once or twice in the early stage After the action, the rubber sleeve is prone to fatigue and difficult to reset, resulting in dislocation of the grouting pipe joints and affecting the grouting effect in the later stage.
发明内容 Contents of the invention
本实用新型的目的在于,提供一种两根灌浆管之间的连接结构。拼装方便可靠、受力条件好、承压性能高、耐久性好、能广泛应用于中、高碾压混凝土拱坝横缝或诱导缝重复灌浆系统的灌浆管连接,以克服现有技术的不足。The purpose of the utility model is to provide a connection structure between two grouting pipes. Convenient and reliable assembly, good stress conditions, high pressure bearing performance, good durability, can be widely used in medium and high roller compacted concrete arch dam transverse joints or induced joints repeated grouting joint grouting pipe connection to overcome the shortcomings of the existing technology .
本实用新型的技术方案: The technical scheme of the utility model:
两根灌浆管之间的连接结构,包括待连接的两根灌浆管;两根灌浆管的连接端分别设有连接法兰,两个连接法兰经螺栓连接。The connecting structure between two grouting pipes includes two grouting pipes to be connected; the connecting ends of the two grouting pipes are respectively provided with connecting flanges, and the two connecting flanges are connected by bolts.
前述两根灌浆管之间的连接结构中,所述两个连接法兰之间设有密封垫。In the aforementioned connection structure between the two grouting pipes, a gasket is provided between the two connecting flanges.
前述两根灌浆管之间的连接结构中,所述两个连接法兰上设有沿连接法兰均布的一组连接孔。In the aforementioned connection structure between the two grouting pipes, a group of connection holes uniformly distributed along the connection flanges are provided on the two connection flanges.
前述两根灌浆管之间的连接结构中,所述连接法兰与灌浆管为一体结构的铸管。In the connection structure between the aforementioned two grouting pipes, the connecting flange and the grouting pipe are integrally formed cast pipes.
前述两根灌浆管之间的连接结构中,所述密封垫为与连接法兰形状相对应的环形橡胶件,密封垫的环形面上设有与连接孔对应的通孔。In the aforementioned connection structure between the two grouting pipes, the sealing gasket is an annular rubber piece corresponding to the shape of the connecting flange, and the annular surface of the sealing gasket is provided with a through hole corresponding to the connecting hole.
前述两根灌浆管之间的连接结构中,所述两个连接法兰的连接孔和密封垫的通孔中设有螺栓,螺栓贯穿两个连接法兰的连接孔和密封垫的通孔与螺母螺纹连接。In the connection structure between the aforementioned two grouting pipes, bolts are provided in the connection holes of the two connection flanges and the through holes of the gasket, and the bolts penetrate through the connection holes of the two connection flanges and the through holes of the gasket. Nut threaded connection.
与现有技术相比,本实用新型具有如下优点:Compared with the prior art, the utility model has the following advantages:
1、灌浆管与连接法兰一次铸造成型,结构简易。1. The grouting pipe and the connecting flange are casted at one time, and the structure is simple.
2、两根灌浆管通过法兰螺栓锚固,接口性好,受施工干扰小。2. The two grouting pipes are anchored by flange bolts, with good interface and little interference from construction.
3、两根灌浆管为锚固刚性连接,受灌浆压力影响小,重复利用率高,灌浆保证率高。3. The two grouting pipes are anchored and rigidly connected, which is less affected by the grouting pressure, has a high reuse rate and a high grouting guarantee rate.
4、采用常规普通橡胶垫片止浆(止水),材料要求不高。4. Use conventional ordinary rubber gaskets to stop slurry (water stop), and the material requirements are not high.
5、现场拼装工艺简单可靠。5. The on-site assembly process is simple and reliable.
附图说明 Description of drawings
图1是本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2是本实用新型连接在一起的示意图;Fig. 2 is the schematic diagram that the utility model is connected together;
图3是目前的连接结构示意图。Fig. 3 is a schematic diagram of the current connection structure.
附图中的标记为: 1-灌浆管、2-连接法兰、3-螺栓、4-密封垫、5-连接孔、6-通孔、7-螺母、8-橡胶套管。The marks in the accompanying drawings are: 1-grouting pipe, 2-connecting flange, 3-bolt, 4-seal, 5-connecting hole, 6-through hole, 7-nut, 8-rubber sleeve.
具体实施方式 Detailed ways
下面结合附图和实施例对本实用新型作进一步的详细说明,但不作为对本实用新型的任何限制。The utility model will be further described in detail below in conjunction with the accompanying drawings and embodiments, but not as any limitation to the utility model.
一种两根灌浆管之间的连接结构,如图1和图2所示。包括待连接的两根灌浆管1;两根灌浆管1的连接端分别设有连接法兰2,两个连接法兰2经螺栓3连接。两个连接法兰2之间设有密封垫4。两个连接法兰2上设有沿连接法兰2均布的一组连接孔5。连接法兰2与灌浆管1为一体结构的铸管。密封垫4为与连接法兰2形状相对应的环形橡胶件,密封垫4的环形面上设有与连接孔5对应的通孔6。两个连接法兰2的连接孔5和密封垫4的通孔6中设有螺栓3,螺栓3贯穿两个连接法兰2的连接孔5和密封垫4的通孔6与螺母7螺纹连接。A connection structure between two grouting pipes, as shown in Figure 1 and Figure 2. It includes two
本实用新型具体实施过程The specific implementation process of the utility model
实施例。本实用新型在具体实施时,如图1和图2所示,灌浆管1采用铸造工艺,将灌浆管1中间的光管部分和端部的连接法兰2一次铸造完成,使灌浆管 1中间的光管部分和端部的连接法兰2连成一体。连接法兰2上设有沿连接法兰2均布的三个连接孔5。在两根灌浆管1连接时,在两根灌浆管1的连接法兰2之间垫一个环形橡胶件作为密封垫4,密封垫4上设有与连接法兰2相对应的通孔6,然后用三根螺栓3贯穿在两个连接法兰2的连接孔5和密封垫4的通孔6中,在螺栓3螺纹端拧上螺母7,将两根灌浆管1紧紧的连接在一起。Example. When the utility model is actually implemented, as shown in Figure 1 and Figure 2, the
图3是两根灌浆管目前的连接结构,两根灌浆管是通过橡胶套管8连接在一起的,通过橡胶套管8的收缩压力包裹两根灌浆管端头形成串联连接。采用橡胶套管连接的缺点如下:①橡胶套管需经过预热膨胀后才能连接灌浆钢管,不便于现场拼装;②两根串联的灌浆管端部是剖口对接,通过相对柔性的橡胶套管连接,易出现错位等现象,拼装质量难以保证;③对橡胶套管的质量要求高,由于长期与混凝土和渗漏水接触,橡胶套管易腐化和老化;④在前期一两次的灌浆压力作用后,橡胶套管易疲劳而难以复位,导致灌浆管接头错位,影响后期灌浆效果。Fig. 3 is the current connection structure of two grouting pipes. The two grouting pipes are connected together through the
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200913482U CN202469300U (en) | 2012-03-13 | 2012-03-13 | Connection structure between two grout pipes |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200913482U CN202469300U (en) | 2012-03-13 | 2012-03-13 | Connection structure between two grout pipes |
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| CN202469300U true CN202469300U (en) | 2012-10-03 |
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| CN2012200913482U Expired - Fee Related CN202469300U (en) | 2012-03-13 | 2012-03-13 | Connection structure between two grout pipes |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173597A (en) * | 2019-04-19 | 2019-08-27 | 东莞建晖纸业有限公司 | Method for quickly installing manhole or pipeline in pulp tank and white water tank of paper mill |
| CN111706339A (en) * | 2020-05-28 | 2020-09-25 | 北京城建中南土木工程集团有限公司 | A kind of shield unearthed blowout preventer |
-
2012
- 2012-03-13 CN CN2012200913482U patent/CN202469300U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173597A (en) * | 2019-04-19 | 2019-08-27 | 东莞建晖纸业有限公司 | Method for quickly installing manhole or pipeline in pulp tank and white water tank of paper mill |
| CN111706339A (en) * | 2020-05-28 | 2020-09-25 | 北京城建中南土木工程集团有限公司 | A kind of shield unearthed blowout preventer |
| CN111706339B (en) * | 2020-05-28 | 2021-11-23 | 北京城建中南土木工程集团有限公司 | Shield constructs out-of-earth blowout preventer |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20121003 Termination date: 20180313 |