CN205479706U - Push pipe work jing ding advances structure - Google Patents
Push pipe work jing ding advances structure Download PDFInfo
- Publication number
- CN205479706U CN205479706U CN201620070976.0U CN201620070976U CN205479706U CN 205479706 U CN205479706 U CN 205479706U CN 201620070976 U CN201620070976 U CN 201620070976U CN 205479706 U CN205479706 U CN 205479706U
- Authority
- CN
- China
- Prior art keywords
- jacking
- pipe
- track
- jack
- pipe joint
- 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
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
本实用新型涉及一种顶管工作井顶进结构,顶进结构由井壁、后座墙、千斤顶、测量系统、横顶铁、顺顶铁、环顶铁、管节、洞口止水系统、轨道、导轮、环箍组成;千斤顶水平放置在底座上,千斤顶后座固定在后座墙上;轨道上设置导轮和环箍;管节放置在导轨上,千斤顶与管节之间安放横顶铁、顺顶铁、环顶铁;底座上设置测量系统,洞口位置设置止水系统。本实用新型涉及的结构具有拆装方便,施工效率高,减少轨道与管节之间的摩擦,为管节提供辅助的导向定位等特点,具有较好的经济技术效益。
The utility model relates to a jacking structure for a pipe jacking working well. The jacking structure consists of a well wall, a back seat wall, a jack, a measuring system, a horizontal jacking iron, a parallel jacking iron, a ring jacking iron, pipe joints, a water stop system at the entrance of a hole, and a track. , guide wheel and hoop; the jack is placed horizontally on the base, and the back seat of the jack is fixed on the wall of the back seat; the guide wheel and hoop are set on the track; the pipe joint is placed on the guide rail, and the horizontal top is placed between the jack and the pipe joint Iron, straight top iron, ring top iron; the measurement system is set on the base, and the water stop system is set at the hole position. The structure involved in the utility model has the characteristics of convenient disassembly and assembly, high construction efficiency, reduced friction between the track and the pipe joint, and provides auxiliary guiding and positioning for the pipe joint, and has good economic and technical benefits.
Description
技术领域 technical field
本实用新型涉及一种顶管工作井顶进结构。 The utility model relates to a jacking structure for a pipe jacking working well.
技术背景 technical background
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 and 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.
顶管技术是在不开挖地表的情况下,利用液压油缸从顶管工作井将顶管机和待铺设的管节在地下逐节顶进、直到顶管接收井的非开挖地下管道敷设施工工艺。目前,在顶管施工中,一方面顶管的轨道一般由2根工字钢组成,管道与轨道之间的摩擦大,而且顶管管节直接放在轨道上,没有辅助的限位装置。另一方面,管节进洞口与井壁接触处虽然做了防水处理,但是一般采用了单层塑胶板或塑胶法兰盘,防水效果差。 The pipe jacking technology is to use the hydraulic cylinder to jack the pipe jacking machine and the pipe joints to be laid underground one by one from the pipe jacking working well without excavating the surface, until the trenchless underground pipeline laying of the pipe jacking receiving well. construction process. At present, in the pipe jacking construction, on the one hand, the track of the pipe jacking is generally composed of two I-beams, the friction between the pipe and the track is large, and the pipe jacking joints are directly placed on the track without auxiliary limit devices. On the other hand, although waterproof treatment has been done at the contact between the entrance of the pipe joint and the well wall, single-layer plastic plates or plastic flanges are generally used, and the waterproof effect is poor.
鉴于此,目前亟需发明一种安装方面,洞口止水效果好,减少轨道与管节之间的摩擦,为管节提供辅助的导向定位调整装置,可适应不同规格顶管施工的顶管工作井顶进结构。 In view of this, there is an urgent need to invent a kind of installation, which has a good water-stop effect at the hole, reduces friction between the track and the pipe joint, and provides an auxiliary guiding and positioning adjustment device for the pipe joint, which can adapt to pipe jacking work in pipe jacking construction of different specifications Well jacking structure.
发明内容 Contents of the invention
本实用新型的目的在于提供一种施工方便,减少轨道与管节之间的摩擦,为管节提供辅助的导向定位调整装置,可适应不同规格顶管施工的顶管工作井顶进结构 The purpose of this utility model is to provide a pipe jacking working well jacking structure which is convenient for construction, reduces friction between rails and pipe joints, provides auxiliary guiding and positioning adjustment devices for pipe joints, and can adapt to pipe jacking construction of different specifications
为实现上述目的,本实用新型采用了以下技术方案: In order to achieve the above object, the utility model adopts the following technical solutions:
顶管工作井顶进结构,其特征在于:包括千斤顶、测量系统、横顶铁、顺顶铁、环顶铁、管节、洞口止水系统、轨道、导轮和环箍组成;千斤顶水平放置在底座上,千斤顶后座固定在后座墙上;轨道上设置导轮和环箍;管节放置在导轨上,千斤顶与管节之间安放横顶铁、顺顶铁和环顶铁;底座上设置测量系统,洞口位置设置洞口止水系统。 The jacking structure of the pipe jacking well is characterized in that it consists of jacks, measuring systems, horizontal jacking irons, parallel jacking irons, ring jacking irons, pipe joints, hole water stop systems, tracks, guide wheels and hoops; the jacks are placed horizontally On the base, the back seat of the jack is fixed on the back seat wall; guide wheels and hoops are set on the track; the pipe joint is placed on the guide rail, and the horizontal top iron, straight top iron and ring top iron are placed between the jack and the pipe joint; the base The measurement system is set on the top, and the water stop system at the hole is set at the hole position.
进一步地,轨道在管节顶进的方向均匀设置导轮,导轮轴承固定在轨道上,导轮可沿管节顶进方向转动。 Further, guide wheels are evenly arranged on the track in the direction of pipe joint jacking, the guide wheel bearings are fixed on the track, and the guide wheels can rotate along the pipe joint jacking direction.
洞口止水系统由窗帘橡胶板、圆环板、扇形板、螺栓和预埋套筒组成;窗帘橡胶板、圆环板和扇形板叠放在一起,通过螺栓和预埋套筒连接结构固定在井壁。 The hole water stop system is composed of curtain rubber plate, ring plate, fan-shaped plate, bolts and embedded sleeve; the curtain rubber plate, ring plate and fan-shaped plate are stacked together and fixed on the well wall.
环箍底部通过高强度螺栓固定在轨道上,环箍顶部可通过螺杆对拉固定在一起。 The bottom of the hoop is fixed on the track by high-strength bolts, and the top of the hoop can be fixed together by pulling the screw.
本实用新型具有以下的特点和有益效果:The utility model has the following characteristics and beneficial effects:
(1)顶管轨道上均匀设置导轮,减少了轨道与管节的摩擦,更有利于管节的顶进施工。 (1) The guide wheels are evenly arranged on the pipe jacking track, which reduces the friction between the track and the pipe joint, and is more conducive to the jacking construction of the pipe joint.
(2)顶管轨道上设置可分离式环箍,为顶管提供辅助的导向定位调整装置,本管节顶进完成后,拆除环箍顶部螺杆,环箍即可分离不影响下一管节的安装,保证了管节的稳定顶进。 (2) A detachable hoop is set on the pipe jacking track to provide an auxiliary guiding and positioning adjustment device for pipe jacking. After the jacking of this pipe section is completed, remove the top screw of the hoop, and the hoop can be separated without affecting the next pipe section The installation ensures the stable jacking of pipe joints.
(3)洞口设置了止水系统,止水系统由橡胶板、圆环板、扇形板组成,并通过螺杆和预埋套筒连接结构固定在井壁指定,施工方便,止水效果好。 (3) A water-stop system is installed at the entrance of the hole. The water-stop system is composed of rubber plates, ring plates, and fan-shaped plates, and is fixed on the well wall through screw rods and pre-embedded sleeve connection structures. The construction is convenient and the water-stop effect is good.
附图说明 Description of drawings
图1 是本实用新型顶管工作井顶进结构示意图; Fig. 1 is a schematic diagram of the jacking structure of the pipe jacking working well of the utility model;
图2 是洞口止水结构详图; Figure 2 is a detailed diagram of the water stop structure at the entrance of the cave;
图3 是轨道剖面详图; Figure 3 is a detailed view of the track section;
图中:1.井壁;2.后座墙;3.千斤顶后座;4.千斤顶;5.测量系统;6.横顶铁;7.顺顶铁;8.环顶铁;9.管节;10.洞口止水系统;11.轨道;12.混凝土垫层;13.碎石垫层;14.底座;15.窗帘橡胶板;16.圆环板;17.扇形板;18.螺栓;19.预埋套筒;20.预埋注浆管;21.环箍;22.螺杆;23.导轮;24.高强度螺栓;25.导轮承轴;26.预埋螺杆。 In the figure: 1. well wall; 2. back seat wall; 3. jack back seat; 4. jack; 5. measuring system; 6. horizontal top iron; 7. parallel top iron; 8. ring top iron; section; 10. hole water stop system; 11. track; 12. concrete cushion; 13. gravel cushion; 14. base; 15. curtain rubber plate; 16. ring plate; 17. fan-shaped plate; ; 19. Embedded sleeve; 20. Embedded grouting pipe; 21. Hoop; 22. Screw; 23. Guide wheel; 24. High-strength bolt; 25. Guide wheel bearing shaft; 26. Embedded screw.
具体实施方式 detailed description
本实施方式钢结构焊接工艺、螺栓连接施工工艺、井壁模板设置工艺及混凝土浇筑施工工艺等本实施中就不在累述,重点阐述本实用新型涉及结构的实施方式。 In this embodiment, the steel structure welding process, the bolt connection construction process, the well wall formwork setting process and the concrete pouring construction process, etc. will not be repeated in this implementation, and the implementation of the utility model related to the structure will be emphasized.
图1是本实用新型顶管工作井顶进结构示意图。参照图1所示,本实用新型顶管工作井顶进结构主要包括:千斤顶4、测量系统5、横顶铁6、顺顶铁7、环顶铁8、管节9、洞口止水系统10、轨道11、导轮23、环箍21。 Fig. 1 is a schematic diagram of the jacking structure of the pipe jacking working well of the utility model. Referring to Fig. 1, the jacking structure of the pipe jacking working well of the utility model mainly includes: jack 4, measuring system 5, horizontal jacking iron 6, parallel jacking iron 7, ring jacking iron 8, pipe joint 9, hole water stop system 10 , track 11, guide wheel 23, hoop 21.
顶管工作井顶进结构搭设前,首先在工作井底部铺设一层砂石垫层13,在砂石垫层上浇筑一层混凝土垫层12,在井壁安放千斤顶4位置预先浇筑后座墙2和底座14。 Before erecting the jacking structure of the pipe-jacking working well, first lay a layer of sand and gravel cushion 13 at the bottom of the working well, pour a layer of concrete cushion 12 on the sand and gravel cushion, and pre-cast the backseat wall at the position where the jack 4 is placed on the well wall 2 and base 14.
参照图1所示,千斤顶4水平放置在底座14上,千斤顶后座3固定在后座墙2上;轨道11上设置导轮23和环箍21;管节9放置在轨道11上,千斤顶4与管节9之间安放横顶铁6、顺顶铁7、环顶铁8;底座14上设置测量系统5,洞口位置设置洞口止水系统10。 As shown in Fig. 1, the jack 4 is placed horizontally on the base 14, the jack seat 3 is fixed on the seat wall 2; the guide wheel 23 and the hoop 21 are arranged on the track 11; the pipe joint 9 is placed on the track 11, and the jack 4 The horizontal top iron 6, the vertical top iron 7, and the ring top iron 8 are placed between the pipe joint 9; the measurement system 5 is set on the base 14, and the hole water stop system 10 is set at the hole position.
参照图2所述,洞口止水系统10由窗帘橡胶板15、圆环板16、扇形板17、螺栓18、预埋套筒19组成;窗帘橡胶板15、圆环板16、扇形板17叠放在一起,通过螺栓18和预埋套筒19连接结构固定在井壁指定位置。 Referring to Fig. 2, the hole water stop system 10 is composed of curtain rubber plate 15, ring plate 16, fan-shaped plate 17, bolts 18, embedded sleeve 19; curtain rubber plate 15, ring plate 16, fan-shaped plate 17 stacked Put them together, and connect the structure with bolts 18 and embedded sleeves 19 and fix them at designated positions on the well wall.
参照图3所述,轨道11在管节顶进的方向均匀设置导轮23,导轮轴承25固定在轨道上,导轮23可沿管节顶进方向转动;环箍21底部通过高强度螺栓24固定在轨道11上,环箍21顶部通过螺杆22对拉固定在一起,本管节顶进完成后,拆除环箍顶部螺杆22,环箍21即可分离。 Referring to Fig. 3, the guide wheel 23 is evenly arranged on the track 11 in the direction of pipe joint jacking, and the guide wheel bearing 25 is fixed on the track, and the guide wheel 23 can rotate along the pipe joint jacking direction; the bottom of the hoop 21 is passed through high-strength bolts 24 is fixed on the track 11, and the hoop 21 top is fixed together by the screw rod 22. After the jacking of this pipe joint is completed, the hoop top screw 22 is removed, and the hoop 21 can be separated.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620070976.0U CN205479706U (en) | 2016-01-25 | 2016-01-25 | Push pipe work jing ding advances structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620070976.0U CN205479706U (en) | 2016-01-25 | 2016-01-25 | Push pipe work jing ding advances structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205479706U true CN205479706U (en) | 2016-08-17 |
Family
ID=56639925
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620070976.0U Expired - Fee Related CN205479706U (en) | 2016-01-25 | 2016-01-25 | Push pipe work jing ding advances structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205479706U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108412505A (en) * | 2018-05-18 | 2018-08-17 | 北京翔鲲水务建设有限公司 | Jacking construction structure and pipe jacking construction method |
| CN108561137A (en) * | 2018-03-28 | 2018-09-21 | 中铁上海工程局集团有限公司 | A kind of rectangular top tube top iron construction to retract and application method |
| CN109458493A (en) * | 2018-12-20 | 2019-03-12 | 上海市政建设有限公司 | A kind of push pipe retaining limiting device and its application method |
| CN110748362A (en) * | 2019-12-12 | 2020-02-04 | 北京中岩智泊科技有限公司 | A kind of pipe jacking assembling system and assembling method for shrinking shaft |
| CN112648435A (en) * | 2020-12-17 | 2021-04-13 | 北京中岩智泊科技有限公司 | Bidirectional jacking pipe jacking construction system and construction process |
| CN114294474A (en) * | 2022-03-03 | 2022-04-08 | 山西太水市政工程有限公司 | Jacking pipe system with positioning function and construction method thereof |
| CN115199816A (en) * | 2022-09-16 | 2022-10-18 | 凯丰智慧(山东省)市政工程有限公司 | Jacking device for trenchless jacking pipe construction |
| CN115370829A (en) * | 2022-08-19 | 2022-11-22 | 中铁四局集团第三建设有限公司 | Large-section rectangular jacking pipe construction method |
| CN115839437A (en) * | 2022-11-29 | 2023-03-24 | 中建八局第四建设有限公司 | Construction method for pipe jacking of underground rainwater and sewage pipeline |
-
2016
- 2016-01-25 CN CN201620070976.0U patent/CN205479706U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108561137A (en) * | 2018-03-28 | 2018-09-21 | 中铁上海工程局集团有限公司 | A kind of rectangular top tube top iron construction to retract and application method |
| CN108412505A (en) * | 2018-05-18 | 2018-08-17 | 北京翔鲲水务建设有限公司 | Jacking construction structure and pipe jacking construction method |
| CN109458493A (en) * | 2018-12-20 | 2019-03-12 | 上海市政建设有限公司 | A kind of push pipe retaining limiting device and its application method |
| CN110748362A (en) * | 2019-12-12 | 2020-02-04 | 北京中岩智泊科技有限公司 | A kind of pipe jacking assembling system and assembling method for shrinking shaft |
| CN112648435A (en) * | 2020-12-17 | 2021-04-13 | 北京中岩智泊科技有限公司 | Bidirectional jacking pipe jacking construction system and construction process |
| CN114294474A (en) * | 2022-03-03 | 2022-04-08 | 山西太水市政工程有限公司 | Jacking pipe system with positioning function and construction method thereof |
| CN114294474B (en) * | 2022-03-03 | 2022-05-20 | 山西太水市政工程有限公司 | Jacking pipe system with positioning function and construction method thereof |
| CN115370829A (en) * | 2022-08-19 | 2022-11-22 | 中铁四局集团第三建设有限公司 | Large-section rectangular jacking pipe construction method |
| CN115199816A (en) * | 2022-09-16 | 2022-10-18 | 凯丰智慧(山东省)市政工程有限公司 | Jacking device for trenchless jacking pipe construction |
| CN115839437A (en) * | 2022-11-29 | 2023-03-24 | 中建八局第四建设有限公司 | Construction method for pipe jacking of underground rainwater and sewage pipeline |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205479706U (en) | Push pipe work jing ding advances structure | |
| CN105465481A (en) | Construction method for jacking structure of pipe jacking work well | |
| CN102359123B (en) | Cast-in-place concrete cable conduit construction method | |
| CN102518300B (en) | Embedded conical bearing joint type steel structure support and construction method thereof | |
| CN103225318B (en) | Anti-seepage and leaking-stoppage device for underground consecutive wall groove section joint point and construction method thereof | |
| CN107859064B (en) | Waterproof structure for connection of prefabricated pipe gallery and cast-in-situ pipe gallery and construction method | |
| CN204691790U (en) | A kind of Novel separated type cover arch of tunnel structural shape | |
| CN207597428U (en) | Prefabricated piping lane is connected waterproof construction with cast-in-place piping lane | |
| CN205530280U (en) | Novel prefabricated two walls unification foundation ditch enclosure system | |
| CN103643971A (en) | Method for rapid construction of tunnel inverted arch forming end mould | |
| CN104988915A (en) | Prefabrication and installation method of detachable steel protection tube device and underwater connection beam | |
| CN204252165U (en) | A Two-way Alternate Manual Pipe Jacking Working Well | |
| CN207525779U (en) | A kind of assembly type pipe gallery pattern foundation pit supporting structure of recycling and structure external mold composite structure | |
| CN204919607U (en) | City is prefab for underpass | |
| CN112796189A (en) | Can have enough to meet need assembled road system | |
| CN204187155U (en) | A kind of underground steel and concrete structure pipeline of inner wall belt spiral compound stiffening ring | |
| CN116397877A (en) | Formwork system and construction method of ultra-deep segmental subsidence large-diameter working well | |
| CN205012299U (en) | Pressure steel pipe installation shaped steel rail set | |
| CN206308700U (en) | A kind of Traffic Engineering Construction slope protection device | |
| CN204941564U (en) | Subway tunnel narrow spacing leaves the right or normal track row gate-type lining cutting bench frame apparatus | |
| CN205530345U (en) | Modular many storehouses utility tunnel structure | |
| CN205604289U (en) | A single warehouse underground pipe corridor that can resist large deformation | |
| CN210800238U (en) | An underground rigid pipeline support structure | |
| CN203229973U (en) | Seepage-proofing and leaking-stoppage device for joints of slot sections of underground diaphragm wall | |
| CN107142957A (en) | A kind of city integrated piping lane walking circulation construction system and its method |
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: 20160817 |