CN202834386U - Three-dimensional hyperbolic steel pipe jacking axis formed transitional device - Google Patents
Three-dimensional hyperbolic steel pipe jacking axis formed transitional device Download PDFInfo
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- CN202834386U CN202834386U CN201220318077.XU CN201220318077U CN202834386U CN 202834386 U CN202834386 U CN 202834386U CN 201220318077 U CN201220318077 U CN 201220318077U CN 202834386 U CN202834386 U CN 202834386U
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- pipe jacking
- steel pipe
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- socket
- pipes
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 35
- 239000010959 steel Substances 0.000 title claims abstract description 35
- 230000007704 transition Effects 0.000 claims abstract description 51
- 229920001971 elastomer Polymers 0.000 claims description 4
- 239000005060 rubber Substances 0.000 claims description 4
- 125000006850 spacer group Chemical group 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 10
- 238000012937 correction Methods 0.000 abstract description 7
- 238000013461 design Methods 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
本实用新型涉及钢顶管施工技术领域,特别涉及一种三维双曲线钢顶管轴线形成过渡装置,在顶管机与钢顶管之间串接有多个过渡管,所述过渡管的两端分别设有承口和插口,相邻两个过渡管之间通过螺栓联结,其中一个过渡管的承口插入到另一个过渡管的插口。本实用新型通过在顶管机和钢顶管之间设置数个过渡管,使顶管机纠偏后,能够及时回归设计轴线,能使钢顶管施工的纠偏达到良好效果,保证刚管道顶进轴线的准确,大大地降低了钢顶管工程的风险。
The utility model relates to the technical field of steel pipe jacking construction, in particular to a transition device for forming the axis of a three-dimensional hyperbolic steel pipe jacking. A plurality of transition pipes are connected in series between the pipe jacking machine and the steel pipe jacking. Two of the transition pipes A socket and a socket are respectively provided at the ends, and two adjacent transition pipes are connected by bolts, and the socket of one transition pipe is inserted into the socket of the other transition pipe. The utility model arranges several transition pipes between the pipe jacking machine and the steel pipe jacking, so that the pipe jacking machine can return to the design axis in time after the deviation is corrected, so that the deviation correction of the steel pipe jacking construction can achieve a good effect and ensure the jacking of the steel pipe. The accuracy of the axis greatly reduces the risk of the steel pipe jacking project.
Description
技术领域 technical field
本实用新型涉及钢顶管施工技术领域,特别涉及一种三维双曲线钢顶管轴线形成过渡装置。 The utility model relates to the technical field of steel pipe jacking construction, in particular to a three-dimensional hyperbolic steel pipe jacking axis forming transition device. the
背景技术 Background technique
随着城市建设的发展,地下空间非开挖技术在越来越受到人们的重视,并得到了广泛的应用。如何在对城市环境破坏最小的前提下安装及更换城市的供水、排水、煤气和通讯设施,对地下工程施工技术提出了新要求。 With the development of urban construction, the underground space trenchless technology has attracted more and more attention and has been widely used. How to install and replace urban water supply, drainage, gas and communication facilities under the premise of minimal damage to the urban environment has put forward new requirements for underground engineering construction technology. the
顶管施工技术是一种较好保护环境的铺设地下管线的非开挖技术。它在不扰动或轻微扰动管外土层结构的条件下,借助于主顶油泵等顶进设备的推力,将工具管或掘进机从工作井穿过沿线土层进入接收井;与此同时,将紧随其后的管道依次连接并埋设到连接这两个井的管线土层中的铺设地下管道的施工技术。 Pipe jacking construction technology is a non-excavation technology for laying underground pipelines that better protects the environment. Under the condition of not disturbing or slightly disturbing the soil structure outside the pipe, with the help of the thrust of the jacking equipment such as the main jacking pump, the tool pipe or roadheader is passed from the working well through the soil layer along the line and enters the receiving well; at the same time, The construction technology of laying underground pipelines is to connect and bury the following pipelines in sequence in the pipeline soil layer connecting the two wells. the
目前,在钢顶管施工中,当顶进方向偏离设计轴线时,需要通过顶管机纠偏修正顶进方向,顶管机后面的管道会在顶进过程中弯曲从而达到纠偏的目的。由于被顶进的钢管焊接成一个整体,不易被弯曲,顶管机纠偏后却被后面的钢管所牵拉,纠偏操作效果很差,因此钢顶管纠偏操作难度很大,常常会因 方向失控造成工程质量事故。 At present, in steel pipe jacking construction, when the jacking direction deviates from the design axis, the jacking direction needs to be corrected by the pipe jacking machine, and the pipe behind the pipe jacking machine will bend during the jacking process to achieve the purpose of deviation correction. Since the steel pipe being jacked is welded into a whole, it is not easy to be bent. After the pipe jacking machine is corrected, it is pulled by the steel pipe behind. Cause engineering quality accidents. the
实用新型内容 Utility model content
本实用新型要解决的技术问题是提供一种三维双曲线钢顶管轴线形成过渡装置,通过在顶管机和钢顶管之间设置数个过渡管,使顶管机纠偏后,能够及时回归设计轴线,能使钢顶管施工的纠偏达到良好效果,保证刚管道顶进轴线的准确,大大地降低了钢顶管工程的风险。 The technical problem to be solved by the utility model is to provide a three-dimensional hyperbolic steel pipe jacking axis forming transition device. By setting several transition pipes between the pipe jacking machine and the steel pipe jacking machine, the pipe jacking machine can return in time after the deviation is corrected. The design of the axis can make the deviation correction of the steel pipe jacking construction achieve good results, ensure the accuracy of the axis of the steel pipe jacking, and greatly reduce the risk of the steel pipe jacking project. the
为解决上述技术问题,一种三维双曲线钢顶管轴线形成过渡装置,其特征在于:在顶管机与钢顶管之间串接有多个过渡管,所述过渡管的两端分别设有承口和插口,相邻两个过渡管之间通过螺栓联结,其中一个过渡管的承口插入到另一个过渡管的插口。 In order to solve the above technical problems, a three-dimensional hyperbolic steel pipe jacking axis forming transition device is characterized in that: a plurality of transition pipes are connected in series between the pipe jacking machine and the steel pipe jacking, and the two ends of the transition pipes are respectively set There are sockets and sockets, and two adjacent transition pipes are connected by bolts, and the socket of one transition pipe is inserted into the socket of the other transition pipe. the
所述承口和插口端部分别设置有加劲圆环,所述加劲圆环和过渡管之间设置有纵向加劲板;所述承口和插口的加劲圆环之间安放楔型垫块。 Stiffening rings are respectively provided at the ends of the socket and the socket, and longitudinal stiffening plates are arranged between the stiffening rings and the transition pipe; wedge-shaped pads are placed between the stiffening rings of the socket and the socket. the
在所述顶管机与钢顶管之间设置三个所述过渡管,所述过渡管长度为3.5米。 Three transition pipes are arranged between the pipe jacking machine and the steel pipe jacking, and the length of the transition pipes is 3.5 meters. the
在所述承口和插口之间设置两条O型止水橡胶。 Two O-shaped water-stop rubbers are arranged between the socket and the socket. the
在两节相邻过渡管的承口和插口的加劲圆环之间设置多个纠偏油缸。 A plurality of deviation correcting oil cylinders are arranged between the sockets of two adjacent transition pipes and the stiffening rings of the sockets. the
与现有技术相比,本实用新型通过在顶管机和钢顶管之间设置数个过渡管,使顶管机纠偏后,能够及时回归设计轴线,能使钢顶管施工的纠偏达到良 好效果,保证刚管道顶进轴线的准确,大大地降低了钢顶管工程的风险。 Compared with the prior art, the utility model sets several transition pipes between the pipe jacking machine and the steel pipe jacking, so that the pipe jacking machine can return to the design axis in time after the deviation is corrected, and the deviation correction of the steel pipe jacking construction can be achieved. Good effect, ensure the accuracy of the axis of the pipe jacking just now, and greatly reduce the risk of the steel pipe jacking project. the
附图说明 Description of drawings
图1为本实用新型的结构示意图。 Fig. 1 is the structural representation of the utility model. the
图2为图1标示圆圈部分的局部放大图。 FIG. 2 is a partially enlarged view of the circled portion in FIG. 1 . the
图中:1.顶管机,2.过渡管,3.钢顶管,4.承口,5.插口,6.加劲圆环,7.楔型垫块,8.螺栓,9.纵向加劲板,10.O型止水橡胶。 In the figure: 1. Pipe jacking machine, 2. Transition pipe, 3. Steel pipe jacking, 4. Socket, 5. Socket, 6. Stiffening ring, 7. Wedge block, 8. Bolt, 9. Longitudinal stiffening Board, 10.O-type water-stop rubber. the
具体实施方式 Detailed ways
下面结合附图对本实用新型作进一步说明: Below in conjunction with accompanying drawing, the utility model is further described:
如图1、图2所示,一种三维双曲线钢顶管轴线形成过渡装置,在顶管机1与钢顶管3之间串接有多个过渡管2,所述过渡管2的两端分别设有承口4和插口5,所述承口4和插口5端部分别设置有加劲圆环6,所述加劲圆环6和过渡管2之间设置有纵向加劲板9,增加了过渡管接头的环向刚度,减少过渡管在顶进期间接头处的变形,设置纵向加劲板为增加过渡管承受轴向力的刚度。
As shown in Figures 1 and 2, a three-dimensional hyperbolic steel pipe jacking axis forms a transition device, and a plurality of
两节相邻所述过渡管2中的一个过渡管2的承口4插入到另一个过渡管2的插口5,所述承口4和插口5的加劲圆环6之间安放楔型垫块7,并通过螺栓8连接,改善过渡管的轴向传力,以防过渡管在不均匀压力下的变形和失稳;安放楔型垫块7一方面可以补偿加劲圆环6端面的不平度,增加受力的均匀性, 另一方面可使之反复承载时有一定的变形能力,可适应管道端面在曲线顶进时形成倾斜角度,并能保持过渡管之间的开口度。
The
在所述顶管机1与钢顶管3之间设置三个所述过渡管2,所述过渡管2长度为3.5米。
Three
在所述承口4和插口5之间设置两条O型止水橡胶10。这样设置即满足了承插口的相对活动,又起到了止水的效果。
Two O-shaped water-
在两节相邻过渡管2的承口4和插口5的加劲圆环6之间设置多个纠偏油缸,以满足机头纠偏时的全方位纠偏,当顶管进入曲线段时,可以同时启动机头纠偏油缸和铰接管油缸,并将木垫逐渐垫到设计厚度,形成整体弯曲弧度开始起曲。
Between the
以上显示和描述了本实用新型的基本原理和主要特征及其优点。本行业的技术人士应该了解,本实用新型不受上述实施条例的限制,上述实施条例和说明书中描述的只是用于说明本实用新型的原理,在不脱离本实用新型原理和范围的前提下,本实用新型还可有各种变化和改进,这些变化和改进都属于要求保护的本实用新型范围内。 The basic principles and main features and advantages of the present utility model have been shown and described above. Those skilled in the industry should understand that the utility model is not limited by the above-mentioned implementation regulations. What is described in the above-mentioned implementation regulations and instructions is only used to illustrate the principle of the utility model. Without departing from the principle and scope of the utility model, The utility model also has various changes and improvements, and these changes and improvements all belong to the scope of the claimed utility model. the
本实用新型要求保护范围同所附的权利要求书及其它等效物界定。 The scope of protection required by the utility model is defined with the appended claims and other equivalents. the
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220318077.XU CN202834386U (en) | 2012-06-29 | 2012-06-29 | Three-dimensional hyperbolic steel pipe jacking axis formed transitional device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220318077.XU CN202834386U (en) | 2012-06-29 | 2012-06-29 | Three-dimensional hyperbolic steel pipe jacking axis formed transitional device |
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| Publication Number | Publication Date |
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| CN202834386U true CN202834386U (en) | 2013-03-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201220318077.XU Expired - Fee Related CN202834386U (en) | 2012-06-29 | 2012-06-29 | Three-dimensional hyperbolic steel pipe jacking axis formed transitional device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104829A (en) * | 2017-11-10 | 2018-06-01 | 上海市政建设有限公司 | Concrete Curved push pipe opens Qu Fangfa |
| CN109779650A (en) * | 2019-02-19 | 2019-05-21 | 中国铁建重工集团有限公司 | A kind of tunnel piercing device |
-
2012
- 2012-06-29 CN CN201220318077.XU patent/CN202834386U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104829A (en) * | 2017-11-10 | 2018-06-01 | 上海市政建设有限公司 | Concrete Curved push pipe opens Qu Fangfa |
| CN109779650A (en) * | 2019-02-19 | 2019-05-21 | 中国铁建重工集团有限公司 | A kind of tunnel piercing device |
| CN109779650B (en) * | 2019-02-19 | 2020-12-04 | 中国铁建重工集团股份有限公司 | Tunnel tunneling device |
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| 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: 20130327 Termination date: 20200629 |
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| CF01 | Termination of patent right due to non-payment of annual fee |
