CN203384532U - Steel socket prestressed concrete water delivery pipe - Google Patents
Steel socket prestressed concrete water delivery pipe Download PDFInfo
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- CN203384532U CN203384532U CN201320393989.8U CN201320393989U CN203384532U CN 203384532 U CN203384532 U CN 203384532U CN 201320393989 U CN201320393989 U CN 201320393989U CN 203384532 U CN203384532 U CN 203384532U
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Abstract
Description
【技术领域】【Technical field】
本实用新型涉及一种混凝土输水管,具体涉及一种一阶段钢制插口预应力混凝土输水管。 The utility model relates to a concrete water delivery pipe, in particular to a one-stage steel socket prestressed concrete water delivery pipe.
【背景技术】【Background technique】
公知的,我国目前所使用的各类混泥土输水管,主要有自应力混泥土管、预应力混泥土管以及其他各种借口形式的混凝土输水管;其中一阶段预应力混凝土输水管的制作方法是将内模和外模套在一起,在内模的橡胶套内注入压力水挤压,实施环向钢丝张拉,同时经振动使混凝土密实,并经养护、卸压、脱模工艺制成;虽然这些管材在一定程度上能够达到输水的目的,但是预应力混凝土管在成型后修补率很高,维修维护的成本也较大,由于自身重量较重,直接影响现场施工的安装速度,且抗渗透性较差,使用寿命也比较短,而且常规的一阶段预应力混凝土输水管的接口处均采用单“O”型橡胶密封圈,在施工安装的过程中输水管完成安装后,受到橡胶变形率较高的影响,在管道的接口处不能根根试压,只有安装到一定的距离后才能试验接口的密封性,一旦接口处有渗透或漏水的现象发生,便会拖延工作人员的施工时间,同时也降低了劳动效率。 As is known, all kinds of concrete water pipes currently used in China mainly include self-stressed concrete pipes, prestressed concrete pipes and other concrete water pipes with various excuses; the manufacturing method of the first-stage prestressed concrete water pipes It is made by putting the inner mold and the outer mold together, injecting pressure water into the rubber sleeve of the inner mold and extruding, implementing hoop steel wire tensioning, and at the same time vibrating to make the concrete dense, and then curing, pressure relief, and demoulding processes. ; Although these pipes can achieve the purpose of water delivery to a certain extent, the repair rate of prestressed concrete pipes is very high after forming, and the cost of repair and maintenance is also relatively high. Due to their heavy weight, it directly affects the installation speed of on-site construction. And the permeability resistance is poor, and the service life is relatively short, and the interface of the conventional one-stage prestressed concrete water pipe adopts a single "O" rubber seal ring. Due to the high deformation rate of the rubber, the pressure test cannot be done at the joint of the pipe. Only after the installation is at a certain distance can the sealing of the joint be tested. Once there is penetration or leakage at the joint, it will delay the work of the staff. Construction time is reduced, and labor efficiency is also reduced.
【发明内容】【Content of invention】
为克服背景技术中存在的不足,本实用新型提供了一种钢制插口预应力混凝土输水管,本实用新型利用预应力混凝土输水管的管口处设置的钢制插口和在钢制插口外缘的密封凹槽内放置的双密封圈,实现了由安装后长距离试压改变为安装后管子接口当时就可以根根试压,并且增强了接口处的密封性和抗震能力,使施工变得快捷。 In order to overcome the deficiencies in the background technology, the utility model provides a steel socket prestressed concrete water pipe. The utility model utilizes the steel socket provided at the mouth of the prestressed concrete water pipe and the outer edge of the steel socket The double sealing ring placed in the sealing groove realizes the change from the long-distance pressure test after installation to the root-to-root pressure test at the pipe interface after installation, and enhances the sealing and anti-seismic ability of the interface, making the construction easier. fast.
为实现如上所述的发明目的,本实用新型采用如下所述的技术方案: In order to realize the above-mentioned purpose of the invention, the utility model adopts the following technical solutions:
一种钢制插口预应力混凝土输水管,包括管体、钢制插口和承口,在管体的扩径插接端设有承口,在管体的插合端设有钢制插口,其中所述承口的外缘面上设有承口钢环;所述钢制插口的一端设置在管体内,另一端外缘设有凸台和密封凹槽,所述管体的内部设有水道,在管体的所述扩径插接端内水道的端部设有扩径段;所述扩径段内壁与钢制插口的外缘吻配。 A steel spigot prestressed concrete water pipe, comprising a pipe body, a steel spigot and a socket, a socket is provided at the expanded diameter insertion end of the pipe body, and a steel socket is provided at the insertion end of the pipe body, wherein A socket steel ring is provided on the outer edge of the socket; one end of the steel socket is set in the pipe body, and the outer edge of the other end is provided with a boss and a sealing groove, and the inside of the pipe body is provided with a water channel , a diameter-expanding section is provided at the end of the water channel at the expansion-diameter insertion end of the pipe body; the inner wall of the expansion-diameter section matches the outer edge of the steel socket.
所述的钢制插口预应力混凝土输水管,在扩径段的外侧设有外扩口。 The steel socket prestressed concrete water pipe is provided with an external flare on the outside of the diameter expansion section.
所述的钢制插口预应力混凝土输水管,在管体与扩径插接端之间的直径为由小至大的渐进式过渡。 The steel socket prestressed concrete water pipe has a gradual transition from small to large in diameter between the pipe body and the expanded diameter insertion end.
所述的钢制插口预应力混凝土输水管,所述钢制插口上设置的密封凹槽至少为两个。 In the steel socket prestressed concrete water pipe, there are at least two sealing grooves on the steel socket.
采用如上所述的技术方案,本实用新型具有如下所述的优越性: By adopting the above-mentioned technical scheme, the utility model has the advantages as follows:
本实用新型所述的钢制插口预应力混凝土输水管,利用预应力混凝土输水管插合端设置的钢制插口,在钢制插口外缘的密封凹槽内放置的双密封圈,增强了接口处的密封性和抗震能力,实现了由安装后长距离试压改变为安装后管子接口当时就可以根根试压,本实用新型具有密封性好、施工快捷、维护方便的优点。 The steel socket prestressed concrete water pipe described in the utility model utilizes the steel socket provided at the plug-in end of the prestressed concrete water pipe, and the double sealing ring placed in the sealing groove on the outer edge of the steel socket strengthens the interface. The tightness and anti-seismic ability at the place realize the change from the long-distance pressure test after installation to the pressure test of the pipe joints at that time after installation. The utility model has the advantages of good sealing, quick construction and convenient maintenance.
【附图说明】【Description of drawings】
图1是本实用新型结构示意图; Fig. 1 is a structural representation of the utility model;
在图中:1、管体;2、凸台;3、密封凹槽;4、钢制插口;5、水道;6、扩径段;7、外扩口;8、承口钢环;9、承口。 In the figure: 1. Pipe body; 2. Boss; 3. Sealing groove; 4. Steel socket; 5. Water channel; , socket.
【具体实施方式】【Detailed ways】
通过下面的实施例可以更详细的解释本实用新型,本实用新型并不局限于下面的实施例; The utility model can be explained in more detail by the following examples, and the utility model is not limited to the following examples;
结合附图1所述的钢制插口预应力混凝土输水管,包括管体1、钢制插口4和承口9,在管体1的扩径插接端设有承口9,在管体1的插合端设有钢制插口4,其中所述承口9的外缘面上设有承口钢环8;所述钢制插口4的一端设置在管体1内,另一端外缘设有凸台2和密封凹槽3,所述钢制插口4上设置的密封凹槽3至少为两个;所述管体1的内部设有水道5,在管体1的所述扩径插接端内水道5的端部设有扩径段6,在管体1与扩径插接端之间的直径为由小至大的渐进式过渡;所述扩径段6内壁与钢制插口4的外缘吻配,在扩径段6的外侧设有外扩口7。
The steel socket prestressed concrete water pipe described in conjunction with accompanying drawing 1 includes a pipe body 1, a
实施本实用新型所述的钢制插口预应力混凝土输水管,在使用时,在钢制插口预应力混凝土输水管钢制插口4外缘面上的密封凹槽3内放置密封圈后,由钢制插口4的外缘与另一根钢制插口预应力混凝土输水管的扩径段6的内壁吻配,形成了具有良好密封性的柔性接头,由于在密封凹槽3内放置了双密封圈,因此增强了接口处的密封性和抗震能力,使原有安装后长距离试验改为安装后管子接口当时就能根根试压,具有管子接头处具有密封性好、抗震能力强、施工方便快捷、防腐性能好、维护方便等优点。
Implementation of the steel socket prestressed concrete water pipe described in the utility model, when in use, after the sealing ring is placed in the
本实用新型未详述部分为现有技术。 The unspecified part of the utility model is prior art.
为了公开本实用新型的发明目的而在本文中选用的实施例,当前认为是适宜的,但是,应了解的是,本实用新型旨在包括一切属于本构思和发明范围内的实施例的所有变化和改进。 In order to disclose the purpose of the invention of the utility model and the embodiment selected herein, it is currently considered suitable, but it should be understood that the utility model is intended to include all changes of the embodiments belonging to the concept and scope of the invention and improvements.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320393989.8U CN203384532U (en) | 2013-07-04 | 2013-07-04 | Steel socket prestressed concrete water delivery pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320393989.8U CN203384532U (en) | 2013-07-04 | 2013-07-04 | Steel socket prestressed concrete water delivery pipe |
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| Publication Number | Publication Date |
|---|---|
| CN203384532U true CN203384532U (en) | 2014-01-08 |
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| CN201320393989.8U Expired - Fee Related CN203384532U (en) | 2013-07-04 | 2013-07-04 | Steel socket prestressed concrete water delivery pipe |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114484104A (en) * | 2022-03-03 | 2022-05-13 | 成都东蓝星新材料有限公司 | High-performance pipeline |
-
2013
- 2013-07-04 CN CN201320393989.8U patent/CN203384532U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114484104A (en) * | 2022-03-03 | 2022-05-13 | 成都东蓝星新材料有限公司 | High-performance pipeline |
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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 |
Granted publication date: 20140108 Termination date: 20140704 |
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| EXPY | Termination of patent right or utility model |