WO2020133847A1 - 一种顶管机免拆装管线系统及其施工方法 - Google Patents

一种顶管机免拆装管线系统及其施工方法 Download PDF

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Publication number
WO2020133847A1
WO2020133847A1 PCT/CN2019/084412 CN2019084412W WO2020133847A1 WO 2020133847 A1 WO2020133847 A1 WO 2020133847A1 CN 2019084412 W CN2019084412 W CN 2019084412W WO 2020133847 A1 WO2020133847 A1 WO 2020133847A1
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WIPO (PCT)
Prior art keywords
pipeline
pipe
groove
shield body
shield
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PCT/CN2019/084412
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English (en)
French (fr)
Inventor
贾连辉
龚延民
刘晓宇
王杜娟
贺飞
徐德帆
冯猛
薛广记
范磊
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中铁工程装备集团有限公司
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Application filed by 中铁工程装备集团有限公司 filed Critical 中铁工程装备集团有限公司
Priority to JP2021520297A priority Critical patent/JP7030243B2/ja
Priority to DE112019004077.4T priority patent/DE112019004077T5/de
Priority to SG11202100676XA priority patent/SG11202100676XA/en
Publication of WO2020133847A1 publication Critical patent/WO2020133847A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
    • E21F17/02—Suspension devices for tubes or the like, e.g. for ventilating ducts

Definitions

  • the invention relates to the technical field of tunnel construction, in particular to a pipe jacking machine disassembly-free pipeline system and its construction method.
  • Pipe jacking technology is to use a hydraulic cylinder to jack the pipe jacking machine and the pipe section to be laid from section to section of the underground without the excavation of the surface until the pipe is received by the trenchless underground pipeline laying Construction process.
  • the pipe jacking machine has gradually become the "new favorite" of urban underground space development due to its simple excavation construction process, high hole formation rate, and environmental protection. Compared with the traditional open digging method, it has continuous roads, no disturbance to the people, and no demolition.
  • Significant social benefits of pipelines, suitable for construction in shallow soil and narrow spaces has obvious technical advantages, in urban municipal pipelines, subway entrances, underground tunnels, underground urban comprehensive pipe corridors, underground parking lots, underground shopping malls, civil air defense projects There are broad application space and market prospects in other aspects.
  • the present invention proposes a pipe jacking machine disassembly-free pipeline system and construction method thereof, which solves the problems that the pipe jacking machine construction in the prior art requires frequent pipe assembly and disassembly and low construction efficiency.
  • a pipe jacking machine disassembly-free pipeline system includes a shield body, a pipe section and a pushing device, the pushing device pushes the pipe section and the shield body forward, and also includes pipeline retracting Device and guide device, the pipeline is wound around the pipeline storage device, the shield body wire groove is provided on the outer wall of the shield body, the pipe joint wire groove is provided on the outer wall of the pipe joint, the pipeline passes through the guide device through the pipe joint wire groove, The shield wire groove extends into the shield body, and seals are provided in the shield body wire groove and the pipe joint wire groove.
  • the guide device includes a support frame, and the support frame is provided with a roller bracket, and the roller bracket is provided with a plurality of roller assemblies arranged in a row.
  • Each roller assembly includes at least three rollers, and the rollers are connected end to end to form a closed frame-shaped frame.
  • the shield wire groove and the pipe wire groove are both trapezoidal grooves.
  • the shield wire groove corresponds to the pipe wire groove.
  • the shield wire groove is provided with a pipeline joint, and the pipeline extends into the shield body through the pipeline joint.
  • the seal includes an elastic sealing water stop ring disposed between the shield body and the pipe joint, and a wire groove cover plate respectively disposed in the shield body wire groove and the pipe section wire groove, the shield body wire groove and the pipe section wire groove Both are symmetrically provided with a cover plate sealing strip, and the wire groove cover plate is in sealing cooperation with the cover plate sealing strip.
  • the shield lead wire groove and the pipe joint wire groove are provided with a lower sealing rubber block and an upper sealing rubber block, a semicircular groove is provided on the lower sealing rubber block and the upper sealing rubber block, and the lower sealing rubber block and the upper sealing rubber block Match.
  • the pushing device includes a main top bracket.
  • the main top bracket is provided with a plurality of main top oil cylinders. One end of the main top oil cylinder is connected to the main top bracket, and the other end is provided with a top iron.
  • the pipeline collecting and releasing device includes a pipeline support arranged on the back wall, a pipeline drum is rotatably arranged on the pipeline support, and a pipeline is wound on the pipeline drum.
  • a construction method of a pipe jacking machine disassembly-free pipeline system includes the following steps: S1: a cover plate sealing strip and a lower sealing rubber block are pasted with an adhesive in a shield conductor groove, and a pipeline joint is installed in the shield conductor groove ;
  • S3 The pipeline is laid in the pipe groove of the pipe section and the wire groove of the shield body.
  • the pipeline is installed on the shield body through the pipeline joint and connected to the pipeline or integrated valve group inside the shield body;
  • the jacking device starts to advance, the main jacking cylinder pushes the pipe section forward through the jacking iron, and the pipeline retracting device rotates to release the pipeline at a certain speed to complete the jacking of the first loop pipe section;
  • the beneficial effect of the present invention is that, compared with the current pipe jacking method construction, the present invention can be continuously constructed during the jacking process without dismantling the pipeline, greatly shortening the construction period, improving work efficiency, and has great engineering advantages, and
  • the pipe-free machine's disassembly-free pipeline system and construction method save costs, can avoid the power outage hazard during the disassembly and assembly process, and eliminate hidden safety hazards.
  • the disassembly-free pipeline can avoid mud and water leakage and improve the construction operation environment , To avoid the pollution of cement, dust and sewage in the tunnel, and at the same time improve the construction safety factor to ensure safe operation.
  • Figure 1 is a schematic diagram of the overall structure of the present invention.
  • FIG. 2 is a schematic view of the axial side of the segment structure of the present invention.
  • FIG. 3 is a schematic front view of the segment structure of the present invention.
  • FIG. 4 is a schematic diagram of the shield structure of the present invention.
  • FIG. 5 is a schematic view of the sealing connection structure of the shield body and the pipe joint of the present invention.
  • FIG. 6 is a schematic structural view of the pipeline guide device of the present invention.
  • FIG. 7 is a schematic structural view of the roller bracket of the present invention.
  • Fig. 8 is a schematic structural diagram of an upper sealing rubber block and a lower sealing rubber block.
  • Fig. 9 is a schematic diagram of the cross-sectional structure of the pipe groove of the pipe section.
  • a pipe jacking machine disassembly-free pipeline system includes a shield body 40, a pipe joint 402, a pushing device 60, a pipeline retracting device 20 and a guiding device 30, a pushing device 60 pushes the pipe section 402 and the shield body 40 to move forward, a pipeline 201 is wound on the pipeline retracting device 20, the pipeline retracting device 20 is used to retract the pipeline 201, and a shield wire is provided on the outer side wall of the shield body 40 Groove 401, the outer wall of the pipe section 402 is provided with a pipe wire groove 403, the pipe wire groove 403 communicates with the shield wire groove 401, the pipeline 201 passes through the guide device 30 through the pipe wire groove 403, the shield wire groove 401 Protruding into the inside of the shield body 40, the guide device 30 is used to orientate the pipeline into the pipe guide groove 403 to prevent the pipeline from kinking.
  • the shield conductor groove 401 and the pipe joint groove 403 are provided with seals 50, and the seals 50 are respectively provided at both ends of the shield conductor groove 401 and the pipe joint groove 403 to prevent liquids such as water and mud from entering the shield or Tube section.
  • the guide device 30 includes a support frame 301.
  • the support frame 301 is provided with a roller bracket 302, and the roller bracket 302 is provided with a row of vertically arranged roller assemblies 303.
  • Each roller assembly includes at least three rollers, and the rollers are connected end to end to form a closed frame-shaped frame.
  • Each roller assembly may include four rollers, and the four rollers are parallel to form a mouth shape, and the pipeline passes through the mouth shape roller assembly to prevent the pipeline from being knotted or twisted during the unwinding process.
  • the shield wire groove 401 and the pipe wire groove 403 are both trapezoidal grooves, and the width of the bottom groove is smaller than the width of the external groove.
  • the shield conductor groove 401 corresponds to the pipe joint conductor groove 403, and the two are located on the same plane.
  • a pipeline joint 404 is fixed in the shield conductor groove 401, and the pipeline 201 extends into the shield body 40 through the pipeline joint 404.
  • the pipeline joint 404 can be a threaded joint or a waterproof joint, which is used for fixing the pipeline, which is convenient for the pipeline to smoothly extend into the shield body and ensure its stability.
  • the sealing member 50 includes an elastic sealing water stop ring 501 disposed between the shield body 40 and the pipe section 402 for It is sealed to play a waterproof role.
  • the shield wire groove 401 and the pipe wire groove 403 are provided with a wire groove cover 504, and the shield wire groove 401 and the pipe wire groove 403 are provided with a cover plate sealing strip 505 vertically and symmetrically.
  • the wire groove cover 504 and the cover plate sealing strip 505 are tightly matched.
  • the lead groove cover plate 504 is adhered to the outer edges of the pipe lead groove 403 and the shield lead wire groove 401 by an adhesive, and is used to seal the pipe lead lead groove 403 and the shield lead wire groove 401.
  • the shield lead wire groove 401 and the pipe lead wire groove 403 are provided with a lower sealing rubber block 502 and an upper sealing rubber block 503, and a lower sealing rubber block 502 and an upper sealing rubber block 503
  • the upper part is provided with semi-circular grooves
  • the lower sealing rubber block 502 cooperates with the upper sealing rubber block 503, and the semi-circular grooves form a circular groove for positioning and fixing pipelines.
  • the lower sealing rubber block 502 is pasted in the wire groove by an adhesive, the pipeline is located in the semicircular groove, and then the sealing rubber block 503 is closed, and the lower sealing rubber block is connected with the adhesive.
  • the pushing device 60 includes a main top bracket 603.
  • the main top bracket 603 is provided with a plurality of main top cylinders 601. One end of the main top cylinder 601 is connected to the main top bracket 603, and the other end is provided with a top iron 602.
  • the main top cylinder 601 extends to drive the top iron 602 to push the pipe joint forward.
  • the pipeline collecting and releasing device 20 includes a pipeline support 203 provided on the rear wall 10, and a pipeline drum 202 is rotatably provided on the pipeline support 203, and the pipeline 201 is wound around the pipeline drum 202, and the pipeline is rotated to realize the collection and release of the pipeline.
  • the other structure is the same as in the first embodiment.
  • Embodiment 3 a pipe jacking machine disassembly-free pipeline system, and a pipe jacking machine disassembly-free pipeline system construction method, including the following steps: S1: a cover plate is sealed by an adhesive in a shield wire groove 401 Strip 505 and lower sealing rubber block 503, install the pipeline joint 404 in the shield wire groove 401; the pipeline joint 404 is welded on the shield body 40 for fixing the pipeline 201 and the shield body 40 of the shield machine in the trapezoidal groove 401 of the shield body To prevent shedding;
  • the pipeline 201 is laid in the pipe line groove 403 and the shield wire groove 401, the pipeline 201 is installed on the shield body 40 through the pipeline joint 404, and is connected with the pipeline or the integrated valve group inside the shield body 40;
  • step S4 In step S3, a sealing rubber block 502 and a wire groove cover plate 504 are pasted into the pipe line groove 403 of the pipe line 201 where the pipeline 201 is installed and the shield body line groove 401, and the pipeline 201 is fixed in the pipe line groove 403 and the shield In the body wire groove 401;
  • the pushing device 60 starts to advance, and the main jacking cylinder 601 pushes the pipe section 402 forward through the jacking iron 602. At this time, the pipeline retracting device 20 rotates to release the pipeline 201 at a certain speed.
  • the advancement speed of the joint is the same to complete the jacking of the first loop joint;
  • the other structure is the same as the second embodiment.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

一种顶管机免拆装管线系统，包括盾体(40)、管节(402)和顶推装置(60)，顶推装置推动管节和盾体向前运动，还包括管线收放装置(20)和导向装置(30)，管线收放装置上缠绕有管线(201)，盾体的外侧壁上设有盾体导线槽(401)，管节的外侧壁上设有管节导线槽(403)，管线穿过导向装置经管节导线槽、盾体导线槽伸进盾体内部，盾体导线槽和管节导线槽中均设有密封件(50)。还公开了这种顶管机免拆装管线系统的施工方法。该顶管机免拆装管线系统及施工方法，解决了现有技术中顶管机施工需要频繁拆装管线、施工效率低的问题，在顶进过程中能连续施工而不需要拆除管线，缩短工期，提高工作效率，节省成本，提高施工安全系数，具有很大的工程优势。

Description

一种顶管机免拆装管线系统及其施工方法 技术领域
本发明涉及隧道施工技术领域，特别是指一种顶管机免拆装管线系统及其施工方法。
背景技术
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铺设的施工工艺。顶管机以其开挖施工工艺简单、成洞率高、环保等特点，逐步成为城市地下空间开发的“新宠”，相比于传统明挖法，具有不断路、不扰民、不拆迁已有管线的显著社会效益，适应浅覆土、狭窄空间下施工，具有明显的技术优势，在城市市政管线、地铁站出入口、城市下穿隧道、地下城市综合管廊、地下停车场、地下商城、人防工程等方面有着广阔的应用空间和市场前景。
顶管机施工过程中需为主机及管片提供电力、渣土改良剂、减摩泥浆等，不同于常规盾构机，目前国内外研制生产的顶管机，以上管线每次下放管节时都需拆掉，穿过新管节后重新连接，进而恢复施工，这种频繁的拆装管线，极大影响了顶管机施工效率，同时每次拆装管线都会造成浆液流失，污染隧道施工环境，而且频繁拆装电缆危险性较高，这种施工方式已成为制约所有顶管机发展的技术短板。
发明内容
针对上述背景技术中的不足，本发明提出一种顶管机免拆装管线系统及其施工方法，解决了现有技术中顶管机施工需要频繁拆装管线、施工效率低的问题。
本发明的技术方案是这样实现的：一种顶管机免拆装管线系统，包括盾体、管节和顶推装置，顶推装置推动管节和盾体向前运动，还包括管线收放装置和导向装置，管线收放装置上缠绕有管线，盾体的外侧壁上设有盾体导线槽，管节的外侧壁上设有管节导线槽，管线穿过导向装置经管节导线槽、盾体导线槽伸进盾体内部，盾体导线槽和管节导线槽中均设有密封件。
所述导向装置包括支撑架，支撑架上设有滚柱支架，滚柱支架上设有成列设置的若干个滚柱组件。
每个滚柱组件包括至少三个滚柱，滚柱首尾连接组成封闭框形架。
所述盾体导线槽和管节导线槽均为梯形凹槽，盾体导线槽和管节导线槽相对应，盾体导线槽内设有管线接头，管线通过管线接头伸进盾体内部。
所述密封件包括设置在盾体与管节之间的弹性密封止水圈和分别设置在盾体导线槽和管节导线槽内的导线槽盖板，盾体导线槽和管节导线槽内均对称设有盖板密封条，导线槽盖板与盖板密封条密封配合。
所述盾体导线槽和管节导线槽内均设有下密封橡胶块和上密封橡胶块，下密封橡胶块和上密封橡胶块上均设有半圆槽，下密封橡胶块与上密封橡胶块相配合。
所述顶推装置包括主顶支架，主顶支架上设有若干个主顶油缸，主顶油缸的一端与主顶支架相连接、另一端设有顶铁。
所述管线收放装置包括设置在后靠墙上的管线支架，管线支架上转动设有管线滚筒，管线滚筒上绕有管线。
一种顶管机免拆装管线系统的施工方法，包括如下步骤：S1：在盾体导线槽内通过粘结剂粘贴盖板密封条和下密封橡胶块，在盾体导线槽内安装管线接头；
S2：在管节导线槽内通过粘结剂粘贴盖板密封条和下密封橡胶块，在管节上粘贴弹性密封止水圈，将管节吊运至盾体的后方；
S3：管线铺放在管节导线槽内和盾体导线槽内，管线通过管线接头安装在盾体上，并与盾体内侧的管路或集成阀组相连接；
S4：在步骤S3的安装有管线的管节导线槽内和盾体导线槽内粘贴上密封橡胶块和导线槽盖板，将管线固定在管节导线槽内和盾体导线槽内；
S5：顶推装置开始推进，主顶油缸通过顶铁推动管节向前移动，管线收放装置转动，以一定的速度放管线，完成第一环管节的顶进；
S6：第一环管节顶进结束，吊装第二环管节下井，重复步骤S2～S5，直至完成所有管节的顶进。
本发明的有益效果是，相比于现在的顶管法施工，本发明在顶进过程中能连续施工而不需要拆除管线，大大缩短工期，提高了工作效率，具有很大的工程优势，且通过顶管机免拆装管线系统及其施工方法，节省成本，可避免拆装过程中出现的断电危害，消除安全隐患，此外，免拆装管线可避免泥浆、水泄露，改善施工作业环境，避免隧道内水泥、粉尘、污水等污染，同时提高施工安全系数，确保安全作业。
附图说明
为了更清楚地说明本发明实施例，下面将对实施例描述中所需要使用的附图作简单地介绍，显而易见地，下面描述中的附图仅仅是本发明的一些实施例，对于本领域普通技术人员来讲，在不付出创造性劳动的前提下，还可以根据这些附图获得其他的附图。
图1为本发明整体结构示意图。
图2为本发明管片结构轴侧示意图。
图3为本发明管片结构主视示意图。
图4为本发明盾体结构示意图。
图5为本发明盾体与管节密封连接结构示意图。
图6为本发明管线导向装置结构示意图。
图7为本发明滚柱支架结构示意图。
图8为上密封橡胶块与下密封橡胶块结构示意图。
图9为管节导线槽横截面结构示意图。
具体实施方式
下面将结合本发明实施例中的附图，对本发明实施例中的技术方案进行清楚、完整地描述，显然，所描述的实施例仅仅是本发明一部分实施例，而不是全部的实施例。基于本发明中的实施例，本领域普通技术人员在没有付出创造性劳动前提下所获得的所有其他实施例，都属于本发明保护的范围。
实施例1，如图1～3所示，一种顶管机免拆装管线系统，包括盾体40、管节402、顶推装置60、管线收放装置20和导向装置30，顶推装置60推动管节402和盾体40向前运动，管线收放装置20上缠绕有管线201，管线收放装置20用于对管线201的收放，盾体40的外侧壁上设有盾体导线槽401，管节402的外侧壁上设有管节导线槽403，管节导线槽403与盾体导线槽401相连通，管线201穿过导向装置30经管节导线槽403、盾体导线槽401伸进盾体40内部，导向装置30用于管线定向进入管节导线槽403，防止管线打结。盾体导线槽401和管节导线槽403中均设有密封件50，密封件50分别设在盾体导线槽401和管节导线槽403的两端，防止水、泥浆等液体进入盾体或管节中。
进一步，如图6～7所示，所述导向装置30包括支撑架301，支撑架301上设有滚柱支架302，滚柱支架302上设有成列竖直设置的滚柱组件303。每个滚柱组件包括至少三个滚柱，滚柱首尾连接组成封闭框形架。每个滚柱组件可包括四个滚柱，四个滚柱两两平行组成口字型，管线穿过口字型的滚柱组件，防止管线在收放的过程中出现打结或加捻。
进一步，所述盾体导线槽401和管节导线槽403均为梯形凹槽，底部槽宽小于外部的槽宽。盾体导线槽401和管节导线槽403相对应，两者位于同一平面上，盾体导线槽401内固定设有管线接头404，管线201通过管线接头404伸进盾体40内部。管线接头404可采用螺纹接头或防水接头，用于管线的固定，便于管线顺利伸进盾体内部，确保其稳定性。
实施例2，如图4～5所示，一种顶管机免拆装管线系统，所述密封件50包括设置在盾体40与管节402之间的弹性密封止水圈501，用于密封，起到防水作用，盾体导线槽401和管节导线槽403内均设有导线槽盖板504，盾体导线槽401和管节导线槽403内均上下对称设有盖板密封条505，导线槽盖板504与盖板密封条505密封配合。导线槽盖板504通过粘接剂粘贴在管节导线槽403和盾体导线槽401的外缘，用于封实管节导线槽403和盾体导线槽401。
进一步，如图8～9所示，所述盾体导线槽401和管节导线槽403内均设有下密封橡胶块502和上密封橡胶块503，下密封橡胶块502和上密封橡胶块503上均设有半圆槽，下密封橡胶块502与上密封橡胶块503相配合，半圆槽组成圆形槽，用于定位和固定管线。下密封橡胶块502通过粘结剂粘贴在导线槽中，管线位于半圆槽中，然后盖合上密封橡胶块503，并用粘结剂与下密封橡胶块连接。
进一步，所述顶推装置60包括主顶支架603，主顶支架603上设有若干个主顶油缸601，主顶油缸601的一端与主顶支架603相连接、另一端设有顶铁602，主顶油缸601伸出带动顶铁602推动管节向前运动。管线收放装置20包括设置在后靠墙10上的管线支架203，管线支架203上转动设有管线滚筒202，管线滚筒202上绕有管线201，通过管线滚筒的转动实现对管线的收放。
其他结构与实施例1相同。
实施例3，一种顶管机免拆装管线系统，一种顶管机免拆装管线系统的施工方法，包括如下步骤：S1：在盾体导线槽401内通过粘结剂粘贴盖板密封条505和下密封橡胶块503，在盾体导线槽401内安装管线接头404；管线接头404焊接在盾体40上，用于盾体梯形凹槽401内管线201与盾构机盾体40固定，防止脱落；
S2：在管节导线槽403内通过粘结剂粘贴盖板密封条505和下密封橡胶块503，在管节402上粘贴弹性密封止水圈501，此步骤可以在管节402预制成型后实施，即吊装前完成此工序，然后将管节402吊运至盾体40的后方；
S3：管线201铺放在管节导线槽403内和盾体导线槽401内，管线201通过管线接头404安装在盾体40上，并与盾体40内侧的管路或集成阀组相连接；
S4：在步骤S3的安装有管线201的管节导线槽403内和盾体导线槽401内粘贴上密封橡胶块502和导线槽盖板504，将管线201固定在管节导线槽403内和盾体导线槽401内；
S5：顶推装置60开始推进，主顶油缸601通过顶铁602推动管节402向前移动，此时，管线收放装置20转动，以一定的速度放管线201，管线的放线速度和管节的推进速度相同， 以完成第一环管节的顶进；
S6：第一环管节顶进结束，吊装第二环管节下井，重复步骤S2～S5，直至完成所有管节的顶进。
其他结构与实施例2相同。
以上所述仅为本发明的较佳实施例而已，并不用以限制本发明，凡在本发明的精神和原则之内，所作的任何修改、等同替换、改进等，均应包含在本发明的保护范围之内。

Claims (9)

  1. 一种顶管机免拆装管线系统，包括盾体(40)、管节(402)和顶推装置(60)，顶推装置(60)推动管节(402)和盾体(40)向前运动，其特征在于：还包括管线收放装置(20)和导向装置(30)，管线收放装置(20)上缠绕有管线(201)，盾体(40)的外侧壁上设有盾体导线槽(401)，管节(402)的外侧壁上设有管节导线槽(403)，管线(201)穿过导向装置(30)经管节导线槽(403)、盾体导线槽(401)伸进盾体(40)内部，盾体导线槽(401)和管节导线槽(403)中均设有密封件(50)。
  2. 根据权利要求1所述的顶管机免拆装管线系统，其特征在于：所述导向装置(30)包括支撑架(301)，支撑架(301)上设有滚柱支架(302)，滚柱支架(302)上设有成列设置的若干个滚柱组件(303)。
  3. 根据权利要求2所述的顶管机免拆装管线系统，其特征在于：每个滚柱组件包括至少三个滚柱，滚柱首尾连接组成封闭框形架。
  4. 根据权利要求1-3任一项所述的顶管机免拆装管线系统，其特征在于：所述盾体导线槽(401)和管节导线槽(403)均为梯形凹槽，盾体导线槽(401)和管节导线槽(403)相对应，盾体导线槽(401)内设有管线接头(404)，管线(201)通过管线接头(404)伸进盾体(40)内部。
  5. 根据权利要求4所述的顶管机免拆装管线系统，其特征在于：所述密封件(50)包括设置在盾体(40)与管节(402)之间的弹性密封止水圈(501)和分别设置在盾体导线槽(401)和管节导线槽(403)内的导线槽盖板(504)，盾体导线槽(401)和管节导线槽(403)内均对称设有盖板密封条(505)，导线槽盖板(504)与盖板密封条(505)密封配合。
  6. 根据权利要求5所述的顶管机免拆装管线系统，其特征在于：所述盾体导线槽(401)和管节导线槽(403)内均设有下密封橡胶块(502)和上密封橡胶块(503)，下密封橡胶块(502)和上密封橡胶块(503)上均设有半圆槽，下密封橡胶块(502)与上密封橡胶块(503)相配合。
  7. 根据权利要求1或5或6所述的顶管机免拆装管线系统，其特征在于：所述顶推装置(60)包括主顶支架(603)，主顶支架(603)上设有若干个主顶油缸(601)，主顶油缸(601)的一端与主顶支架(603)相连接、另一端设有顶铁(602)。
  8. 根据权利要求7所述的顶管机免拆装管线系统，其特征在于：所述管线收放装置(20)包括设置在后靠墙(10)上的管线支架(203)，管线支架(203)上转动设有管线滚筒(202)，管线滚筒(202)上绕有管线(201)。
  9. 一种如权利要求1所述的顶管机免拆装管线系统的施工方法，其特征在于：包括如下步骤：S1：在盾体导线槽(401)内通过粘结剂粘贴盖板密封条(505)和下密封橡胶块(503)，在盾体导线槽(401)内安装管线接头(404)；
    S2：在管节导线槽(403)内通过粘结剂粘贴盖板密封条(505)和下密封橡胶块(503)，在管节(402)上粘贴弹性密封止水圈(501)，将管节(402)吊运至盾体(40)的后方；
    S3：管线(201)铺放在管节导线槽(403)内和盾体导线槽(401)内，管线(201)通过管线接头(404)安装在盾体(40)上，并与盾体(40)内侧的管路或集成阀组相连接；
    S4：在步骤S3的安装有管线(201)的管节导线槽(403)内和盾体导线槽(401)内粘贴上密封橡胶块(502)和导线槽盖板(504)，将管线(201)固定在管节导线槽(403)内和盾体导线槽(401)内；
    S5：顶推装置(60)开始推进，主顶油缸(601)通过顶铁(602)推动管节(402)向前移动，管线收放装置(20)转动，以一定的速度放管线(201)，完成第一环管节的顶进；
    S6：第一环管节顶进结束，吊装第二环管节下井，重复步骤S2～S5，直至完成所有管节的顶进。
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