CN209637770U - A subway shield segment - Google Patents
A subway shield segment Download PDFInfo
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- CN209637770U CN209637770U CN201920170835.XU CN201920170835U CN209637770U CN 209637770 U CN209637770 U CN 209637770U CN 201920170835 U CN201920170835 U CN 201920170835U CN 209637770 U CN209637770 U CN 209637770U
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- Prior art keywords
- corrugated steel
- shield
- steel plate
- sheet body
- easy
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 239000011372 high-strength concrete Substances 0.000 claims abstract description 5
- 238000009434 installation Methods 0.000 claims abstract 2
- 239000008188 pellet Substances 0.000 claims 1
- 210000001503 joint Anatomy 0.000 abstract description 12
- 239000004567 concrete Substances 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000007789 sealing Methods 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
一种地铁盾构管片,由波峰通过连接螺栓相互连接的内波纹钢板和外波纹钢板作骨架浇筑高强混凝土制成的圆弧形片体构成,内波纹钢板和外波纹钢板的波谷两侧面上布有栓钉;片体的轴向两端有“L”形拼接企口;片体的径向两端粘附有橡胶对接板,片体的径向两端有两个安装连接相邻片体的弧形连接螺栓所用的螺栓槽和弧形螺栓孔。该盾构片的优点是,不需人工绑扎钢筋笼,制作简便,便于工厂化生产;波纹钢板受力特性好,可有效分散荷载的应力集中,使盾构管片不易受损;波纹钢板骨架空隙较大,凝土浇筑时易被捣实;盾构管环与环之间采取拼接企口对接,对接处加密封防水材料,可提高地铁盾构管的整体强度和防水性能。
A subway shield segment, which is composed of inner corrugated steel plate and outer corrugated steel plate connected by connecting bolts as a skeleton and made of high-strength concrete. There are studs; there are "L" splicing grooves at both axial ends of the sheet body; rubber butt joint plates are adhered to the radial ends of the sheet body, and there are two installations connecting adjacent sheets at both radial ends of the sheet body. Bolt slots and arc bolt holes for the arc connecting bolts of the body. The advantage of the shield piece is that it does not need to manually bind the reinforcement cage, which is easy to manufacture and convenient for factory production; the corrugated steel plate has good mechanical properties, which can effectively disperse the stress concentration of the load, so that the shield segment is not easy to be damaged; the corrugated steel plate skeleton The gap is large, and the concrete is easy to be tamped when pouring; the splicing and tongue-and-groove butt joint is adopted between the shield pipe ring and the ring, and the sealing waterproof material is added to the joint, which can improve the overall strength and waterproof performance of the subway shield pipe.
Description
技术领域technical field
本实用新型涉及地铁隧道建筑,特别是一种地铁盾构管片。The utility model relates to subway tunnel construction, in particular to a subway shield segment.
背景技术Background technique
目前,地铁隧道一般采用盾构施工,盾构管片是盾构施工的主要装配构件,是隧道的最内层屏障,承担着抵抗土层压力、地下水压力及一些特殊荷载的作用。盾构管片是盾构法隧道的永久衬砌结构,直接关系到隧道的整体质量和安全,影响着隧道的防水性能及耐久性能。At present, shield tunnels are generally used in subway tunnel construction. The shield segment is the main assembly component of shield tunnel construction, and is the innermost barrier of the tunnel, which bears the role of resisting soil pressure, groundwater pressure and some special loads. The shield segment is the permanent lining structure of the shield tunnel, which is directly related to the overall quality and safety of the tunnel, and affects the waterproof performance and durability of the tunnel.
目前的地铁隧道由圆弧形片状钢筋混凝土构成的盾构管片对接构成。盾构管片片与片之间和环与环之间采用通缝对接,对接处用密封条密封防水。这种盾构管片的缺点是:①以钢筋笼作骨架,结构复杂,绑扎钢筋笼费工费时,不利于工厂批量化生产;②受人为因素限制,钢筋笼在混凝土中的位置不易摆放精准,导致预制的盾构管片在轴向和径向同时分布荷载时,应力和应变不均匀,盾构管片容易受损;③在预制过程中混凝土不易振捣密实,影响盾构管片的强度;④盾构管环与环之间采取齐头对接,密封防水性能不易保持持久。The current subway tunnel is formed by butt joints of shield segments made of arc-shaped sheet-shaped reinforced concrete. The joints between the shield segments and between the rings are through-jointed, and the joints are sealed and waterproofed with sealing strips. The disadvantages of this kind of shield segment are: ① the steel cage is used as the skeleton, the structure is complex, and the binding of the steel cage is labor-intensive and time-consuming, which is not conducive to the mass production of the factory; ② limited by human factors, the position of the steel cage in the concrete is not easy to place Accurate, resulting in uneven stress and strain when the prefabricated shield segment distributes loads in the axial and radial directions at the same time, the shield segment is easily damaged; ③Concrete is not easy to vibrate and compact during the prefabrication process, which affects the shield segment The strength; ④ The shield pipe ring and the ring are connected at the same head, and the sealing and waterproof performance is not easy to maintain for a long time.
实用新型内容Utility model content
为克服上述现有地铁盾构管片的缺陷,本实用新型提供一种结构简单、强度高、预制效率高、密封防水性能持久的地铁盾构管片。In order to overcome the above-mentioned defects of the existing subway shield segment, the utility model provides a subway shield segment with simple structure, high strength, high prefabrication efficiency, and durable sealing and waterproof performance.
为实现上述目的,本实用新型提供的地铁盾构管片,由波峰通过连接螺栓固定连接的内波纹钢板和外波纹钢板作骨架浇筑高强混凝土制成的圆弧形片体构成;内波纹钢板和外波纹钢板的波谷两侧面上布有栓钉;片体的轴向两端有“L”形拼接企口;片体的径向两端粘附有橡胶对接板,片体的径向两端有两个安装连接相邻片体的弧形螺栓所用的螺栓槽和弧形螺栓孔。In order to achieve the above purpose, the subway shield segment provided by the utility model is composed of an arc-shaped sheet body made of high-strength concrete poured by the inner corrugated steel plate and the outer corrugated steel plate whose wave peaks are fixedly connected by connecting bolts; the inner corrugated steel plate and There are studs on both sides of the trough of the outer corrugated steel plate; there are "L" splicing grooves at both ends of the sheet body in the axial direction; rubber butt joint plates are attached to the radial ends of the sheet body, There are two bolt slots and arc bolt holes for installing arc bolts connecting adjacent sheets.
与现有地铁盾构管片相比,本实用新型具有以下优点:Compared with the existing subway shield segments, the utility model has the following advantages:
1、本实用新型地铁盾构管片结构简单,用工厂加工好的波纹钢板作混凝土骨架,可省去人工绑扎钢筋笼,制作简便,便于工厂化生产。1. The subway shield segment of the utility model has a simple structure, and the factory-processed corrugated steel plate is used as the concrete skeleton, which can save the manual binding of steel cages, and is easy to manufacture and convenient for factory production.
2、波纹钢板具有轴向波纹,受力特性好,轴向和径向同时分布因荷载引起的应力应变时,可有效分散荷载的应力集中,使盾构管片不易受损。2. The corrugated steel plate has axial corrugations and good mechanical characteristics. When the stress and strain caused by the load are distributed in the axial and radial directions at the same time, it can effectively disperse the stress concentration of the load and make the shield segments less likely to be damaged.
3、用波纹钢板加焊接栓钉取代现有的钢筋笼骨架,由于波纹钢板骨架空隙较大,混凝土浇筑时易被捣实,有利于提高盾构管的整体强度。3. Use corrugated steel plates and welded studs to replace the existing steel cage framework. Because the corrugated steel plate framework has large gaps, it is easy to be compacted during concrete pouring, which is conducive to improving the overall strength of the shield tube.
4、由盾构片拼接构成的盾构管环与环之间采取“L”形拼接企口对接,对接处加密封防水材料,可提高地铁盾构管的整体强度和防水性能。4. The shield tube rings formed by the splicing of shield pieces adopt "L" splicing splicing and tongue-and-groove butt joints, and sealing and waterproof materials are added at the joints, which can improve the overall strength and waterproof performance of the subway shield tubes.
附图说明Description of drawings
图1为本实用新型盾构管片的三维示意图;Fig. 1 is the three-dimensional schematic diagram of the utility model shield segment;
图2a为沿盾构管片连接螺栓处的截面展开示意图;Figure 2a is a schematic diagram of the cross-section along the connecting bolts of the shield segments;
图2b为沿盾构管片栓钉处的截面展开示意图;Figure 2b is a schematic diagram of the section along the shield segment pegs;
图3为盾构管片中波纹钢板的三维示意图;Fig. 3 is a three-dimensional schematic diagram of a corrugated steel plate in a shield segment;
图4为盾构管片径向相互连接示意图;Figure 4 is a schematic diagram of the radial interconnection of shield segments;
图5为由图1盾构管片组成的盾构管中一个环的三维示意图。Fig. 5 is a three-dimensional schematic diagram of a ring in a shield tube composed of shield segments in Fig. 1 .
图中符号说明:1、栓钉,2、内波纹钢板,3、片体,4、螺栓孔,5、螺栓槽,6、橡胶对接板,7、弧形螺栓,8、拼接企口,9、连接螺栓,10、外波纹钢板,11、高强混凝土。Explanation of symbols in the figure: 1. Stud, 2. Inner corrugated steel plate, 3. Sheet body, 4. Bolt hole, 5. Bolt groove, 6. Rubber butt plate, 7. Arc bolt, 8. Splicing groove, 9 , Connecting bolts, 10, outer corrugated steel plate, 11, high-strength concrete.
具体实施方式Detailed ways
以下结合附图对本实用新型做进一步说明。Below in conjunction with accompanying drawing, the utility model is further described.
如图1所示,本实用新型地铁盾构管片外形为弧度为1/5圆的圆弧形片状,由图3所示相互连接的内波纹钢板2和外波纹钢板10作骨架浇筑高强混凝土11制成的弧形片体3构成。内波纹钢板和外波纹钢板的波峰通过连接螺栓9固定连接,在内波纹钢板和外波纹钢板的波谷两侧面上分别焊接栓钉1,用以使波纹钢板和混凝土更好结合,波纹钢板轴向两端分别加工成无波平板形状。浇筑混凝土时,利用摸具将片体的轴向两端分别浇筑成图1、图2a和图2b所示的“L”形拼接企口8;在片体的径向两端面上分别粘附橡胶对接板6;在片体的径向两端内设置两个螺栓槽5,在螺栓槽和橡胶对接板之间开设弧形螺栓孔4。As shown in Figure 1, the shape of the subway shield segment of the utility model is an arc-shaped sheet with a radian of 1/5 circle, and the interconnected inner corrugated steel plate 2 and outer corrugated steel plate 10 as shown in Figure 3 are used as skeletons to cast high-strength Concrete 11 is made of arc-shaped sheet 3. The crests of the inner corrugated steel plate and the outer corrugated steel plate are fixedly connected by connecting bolts 9, and studs 1 are respectively welded on both sides of the troughs of the inner corrugated steel plate and the outer corrugated steel plate to better combine the corrugated steel plate with concrete. The two ends are respectively processed into a wave-free flat plate shape. When pouring concrete, use moulds to pour the axial ends of the sheet into the "L"-shaped splicing grooves 8 shown in Figure 1, Figure 2a and Figure 2b; Rubber butt joint plate 6; two bolt grooves 5 are arranged in the radial ends of the sheet body, and arc-shaped bolt holes 4 are provided between the bolt grooves and the rubber butt joint plate.
构筑地铁盾构管时,先用五个盾构管片拼接,制成图5所示盾构管的一个环,最后将制作的多个环前后对接构成盾构管整体。制作盾构管的一个环时,在相邻盾构管片径向两端的橡胶对接板上涂密封胶,然后如图4所示,在相邻盾构管片拼接时将弧形螺栓7穿过相邻盾构管片对接端的螺栓槽5和弧形螺栓孔4并拧紧,使相邻盾构管片实现密封紧固连接,构成图5所示盾构管的一环。多个环前后对接构成盾构管时,在相邻盾构管片的轴向拼接企口的表面上涂密封胶,使环与环之间实现密封连接。When constructing the subway shield pipe, five shield segments are first spliced to form a ring of the shield pipe as shown in Figure 5, and finally the fabricated multiple rings are butted back and forth to form the whole shield pipe. When making a ring of the shield tube, apply sealant on the rubber butt joint plates at the radial ends of the adjacent shield segments, and then, as shown in Figure 4, when the adjacent shield segments are spliced, insert the arc bolt 7 Pass through the bolt groove 5 and the arc-shaped bolt hole 4 at the butt joint end of the adjacent shield segments and tighten them, so that the adjacent shield segments can be sealed and fastened to form a ring of the shield tube shown in Figure 5. When a plurality of rings are butted front and back to form a shield tube, sealant is applied to the surfaces of the axially spliced grooves of adjacent shield segments to achieve a sealed connection between the rings.
Claims (1)
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Application Number | Priority Date | Filing Date | Title |
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CN201920170835.XU CN209637770U (en) | 2019-01-31 | 2019-01-31 | A subway shield segment |
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CN201920170835.XU CN209637770U (en) | 2019-01-31 | 2019-01-31 | A subway shield segment |
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CN201920170835.XU Expired - Fee Related CN209637770U (en) | 2019-01-31 | 2019-01-31 | A subway shield segment |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109681234A (en) * | 2019-01-31 | 2019-04-26 | 沈阳建筑大学 | A kind of metro shield section of jurisdiction |
CN111347537A (en) * | 2020-03-27 | 2020-06-30 | 南通铁建建设构件有限公司 | Production process and assembly method of shield tunnel segment |
-
2019
- 2019-01-31 CN CN201920170835.XU patent/CN209637770U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109681234A (en) * | 2019-01-31 | 2019-04-26 | 沈阳建筑大学 | A kind of metro shield section of jurisdiction |
CN111347537A (en) * | 2020-03-27 | 2020-06-30 | 南通铁建建设构件有限公司 | Production process and assembly method of shield tunnel segment |
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Granted publication date: 20191115 Termination date: 20210131 |
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