CN204877504U - Shield structure starts and receives entrance to a cave seal structure - Google Patents
Shield structure starts and receives entrance to a cave seal structure Download PDFInfo
- Publication number
- CN204877504U CN204877504U CN201520589772.3U CN201520589772U CN204877504U CN 204877504 U CN204877504 U CN 204877504U CN 201520589772 U CN201520589772 U CN 201520589772U CN 204877504 U CN204877504 U CN 204877504U
- Authority
- CN
- China
- Prior art keywords
- annular
- connecting plate
- shield
- annular connecting
- plate
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 21
- 239000010959 steel Substances 0.000 claims description 21
- 238000010276 construction Methods 0.000 claims description 7
- 239000004744 fabric Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 9
- 230000000694 effects Effects 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000007789 sealing Methods 0.000 description 14
- 230000005641 tunneling Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000005452 bending Methods 0.000 description 1
- 239000011210 fiber-reinforced concrete Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000000977 initiatory effect Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
Description
技术领域 technical field
本实用新型涉及一种盾构始发与接收洞口密封结构,可推广至盾构穿越风道、检查井和地铁车站的应用。 The utility model relates to a sealing structure for a shield starting and receiving hole, which can be extended to the application of the shield passing through air ducts, inspection wells and subway stations.
背景技术 Background technique
目前盾构法隧道是国内外应用最为广泛的一种隧道掘进方法,盾构法施工一般划分为三个阶段,即盾构始发、正常掘进、接收。 At present, shield tunneling is the most widely used tunneling method at home and abroad. The construction of shield tunneling is generally divided into three stages, namely, shield initiation, normal tunneling, and reception.
在盾构隧道埋深较深的情况下,通常地下水丰富,盾构始发和接收洞口处的密封问题必须要引起重视,目前工程中均采用实心橡胶帘布板密封,但密封效果并不是很显著,特别是盾构接收时,因为橡胶帘布板弯曲方向与盾构推进方向一致,并与水、砂等涌流物的流动方向一致,故其密封效果不理想,往往会出现漏水、砂及砂浆情况,甚至可能出现洞口土体大量流失和塌方,存在很大的安全隐患。为此,盾构洞口必须采用更加有效的密封措施,尽可能减少和避免始发和接收时洞口涌水、涌沙现象的发生。 In the case of a shield tunnel with a deep buried depth, there is usually abundant groundwater, and attention must be paid to the sealing of the shield tunnel’s starting and receiving openings. At present, solid rubber cord panels are used for sealing in projects, but the sealing effect is not very significant , especially when the shield is received, because the bending direction of the rubber ply plate is consistent with the direction of shield tunneling, and is consistent with the flow direction of water, sand and other surges, the sealing effect is not ideal, and water leakage, sand and mortar often occur , There may even be a large amount of soil loss and landslides at the entrance of the cave, which poses a great safety hazard. For this reason, more effective sealing measures must be adopted at the shield tunnel entrance to minimize and avoid water gushing and sand gushing at the tunnel opening during departure and reception.
发明内容 Contents of the invention
本实用新型的目的是提供一种盾构始发与接收洞口密封结构,以解决现有的盾构洞口密封装置密封效果不佳的问题。 The purpose of the utility model is to provide a sealing structure for the starting and receiving holes of the shield to solve the problem of poor sealing effect of the existing shield hole sealing device.
本实用新型的技术方案是:一种盾构始发与接收洞口密封结构,其特征在于,包括环形压板、环形连接板和环形气囊,在环形气囊的外周设有与其一体结构的环形连接板,在该环形连接板的一侧设有与其配合的环形压板;在该环形连接板和环形压板上设有沿圆周均布的多个用于穿过长螺杆的安装孔。 The technical solution of the present utility model is: a sealing structure for shield starting and receiving holes, which is characterized in that it includes an annular pressure plate, an annular connecting plate and an annular air bag, and an annular connecting plate with an integral structure is provided on the outer periphery of the annular air bag, An annular pressing plate matched with the annular connecting plate is arranged on one side of the annular connecting plate; a plurality of mounting holes uniformly distributed along the circumference for passing through the long screw rods are arranged on the annular connecting plate and the annular pressing plate.
在所述的环形连接板的另一侧设有环形垫板,在该环形垫板上设有与所述的安装孔对应的通孔。 An annular backing plate is provided on the other side of the annular connecting plate, and a through hole corresponding to the installation hole is arranged on the annular backing plate.
在所述的环形连接板与环形垫板之间设有环形钢套环,在该环形钢套环上设有与所述的安装孔对应的通孔。 An annular steel collar is provided between the annular connecting plate and the annular backing plate, and a through hole corresponding to the mounting hole is provided on the annular steel collar.
所述的环形连接板的径向宽度为300~500mm,厚度为10~20mm;所述的环形气囊直径为150~300mm,厚度为5~10mm;所述的环形连接板和环形压板上的安装孔的间距为50~100mm。 The radial width of the annular connecting plate is 300-500mm, and the thickness is 10-20mm; the diameter of the annular airbag is 150-300mm, and the thickness is 5-10mm; the installation of the annular connecting plate and the annular pressure plate The hole spacing is 50~100mm.
所述的环形压板采用厚度为10~15mm的钢材制成,该环形压板的径向宽度与环形连接板的径向宽度相同。 The annular pressing plate is made of steel with a thickness of 10-15 mm, and the radial width of the annular pressing plate is the same as that of the annular connecting plate.
所述的环形连接板和环形气囊由橡胶帘布制成。 The annular connecting plate and the annular air bag are made of rubber cord.
本发明有益效果是:盾构洞口橡胶帘布气囊安装以后,向气囊内加压使其保持一定压力,可以明显改善盾构洞口密封效果,极大提高了盾构始发的安全性。 The beneficial effects of the invention are: after the rubber cord airbag at the opening of the shield machine is installed, pressurizing the airbag to maintain a certain pressure can obviously improve the sealing effect of the opening of the shield machine, and greatly improve the safety of the start of the shield machine.
附图说明 Description of drawings
图1是本实用新型的一个实施例(无钢套环)的轴向剖视图; Fig. 1 is an axial sectional view of an embodiment of the utility model (without steel collar);
图2是本实用新型的另一个实施例(有钢套环)的轴向剖视图; Fig. 2 is an axial sectional view of another embodiment of the present utility model (there is a steel collar);
图3是本实用新型安装在盾构始发时(洞口无钢套环)的结构示意图; Fig. 3 is a schematic diagram of the structure of the utility model when it is installed in the shield tunnel (there is no steel collar at the hole);
图4是本实用新型安装在盾构始发时(洞口加设钢套环)的结构示意图; Fig. 4 is a schematic diagram of the structure of the utility model when it is installed in the shield (the steel collar is added to the hole);
图5是本实用新型安装在盾构接收时(洞口无钢套环)的结构示意图; Fig. 5 is a schematic diagram of the structure of the utility model when it is installed in the shield tunnel (there is no steel collar at the hole);
图6是本实用新型安装在盾构接收时(洞口加设钢套环)的结构示意图。 Fig. 6 is a schematic diagram of the structure of the utility model when it is installed in the shield tunnel (adding a steel collar to the hole).
具体实施方式 Detailed ways
参见图1和图2,本实用新型一种盾构始发与接收洞口密封结构,其特征在于,包括环形压板13、环形连接板14和环形气囊15,在环形气囊15的外周设有与其一体结构的环形连接板14,在该环形连接板14的一侧设有与其配合的环形压板13。在该环形连接板14和环形压板13上设有沿圆周均布的多个用于穿过长螺杆12的安装孔,使用时用长螺杆12穿过安装孔,用螺母16和垫圈8将环形连接板14和环形压板13固定在盾构始发与接收洞口(详见下面的应用实施例)。 Referring to Fig. 1 and Fig. 2, a sealing structure of a shield launching and receiving hole of the utility model is characterized in that it includes an annular pressure plate 13, an annular connecting plate 14 and an annular air bag 15, and an integral body is provided on the outer periphery of the annular air bag 15. The annular connecting plate 14 of the structure is provided with an annular pressing plate 13 matched therewith on one side of the annular connecting plate 14 . On this annular connection plate 14 and the annular pressure plate 13, be provided with a plurality of installation holes uniformly distributed along the circumference for passing through the long screw rod 12, pass the installation hole with the long screw rod 12 during use, use the nut 16 and the washer 8 to connect the ring The connecting plate 14 and the annular pressure plate 13 are fixed at the starting and receiving holes of the shield (see the application examples below for details).
在所述的环形连接板14的另一侧设有环形垫板17(参见图1),在该环形垫板17上设有与所述的环形连接板14和环形压板13上的安装孔对应的通孔。 On the other side of the annular connecting plate 14, there is an annular backing plate 17 (see FIG. 1), on which there are mounting holes corresponding to the annular connecting plate 14 and the annular pressure plate 13 through holes.
根据需要,可在所述的环形连接板14与环形垫板17之间设有环形钢套环6,在该环形钢套环6上设有与所述的环形连接板14和环形压板13上的安装孔对应的通孔。 According to needs, an annular steel collar 6 can be provided between the annular connecting plate 14 and the annular backing plate 17, on which the annular steel collar 6 is provided with The mounting holes correspond to the through holes.
所述的环形连接板14的径向宽度为300~500mm,厚度为10~20mm;所述的环形气囊15直径为150~300mm,厚度为5~10mm;所述的环形连接板14和环形压板13上的安装孔的间距为50~100mm。 The radial width of the annular connecting plate 14 is 300-500 mm, and the thickness is 10-20 mm; the diameter of the annular airbag 15 is 150-300 mm, and the thickness is 5-10 mm; the annular connecting plate 14 and the annular pressing plate The spacing of the mounting holes on 13 is 50~100mm.
所述的环形压板13采用厚度为10~15mm的钢材制成,该环形压板13的径向宽度与环形连接板14的径向宽度相同。 The annular pressing plate 13 is made of steel with a thickness of 10-15 mm, and the radial width of the annular pressing plate 13 is the same as that of the annular connecting plate 14 .
所述的环形连接板14和环形气囊15由橡胶帘布(在橡胶体内设有纤维筋,类似汽车轮胎的材料)制成。 The annular connecting plate 14 and the annular airbag 15 are made of rubber cord (fibrous tendons are arranged in the rubber body, similar to the material of automobile tires).
下面结合附图说明本实用新型的应用方法: Illustrate the application method of the present utility model below in conjunction with accompanying drawing:
1、应用在盾构始发洞口: 1. Applied in the starting hole of the shield machine:
(1)盾构始发洞口无钢套环的密封结构的安装结构: (1) The installation structure of the sealing structure without steel collar at the starting hole of the shield:
参见图1和图3,通过长螺杆12和螺母16将垫圈8、环形压板13、环形连接板14、垫板17(从外侧到侧墙1依次排列)与侧墙1连接固定。 Referring to Fig. 1 and Fig. 3, the washer 8, the annular pressure plate 13, the annular connecting plate 14, and the backing plate 17 (arranged in sequence from the outside to the side wall 1) are connected and fixed to the side wall 1 through the long screw 12 and the nut 16.
侧墙1预留一圈与环形连接板14上安装孔位置相对应的螺栓孔。 A circle of bolt holes corresponding to the positions of the mounting holes on the annular connecting plate 14 is reserved in the side wall 1 .
(2)盾构始发洞口加设钢套环的密封结构构造: (2) Sealing structure with steel collar added to the starting hole of the shield:
参见图2和4,通过长螺杆12和螺母16将垫圈8、环形压板13、环形连接板14、钢套环6、垫板17与侧墙1连连接固定。 2 and 4, the washer 8, the annular pressure plate 13, the annular connecting plate 14, the steel collar 6, the backing plate 17 are connected and fixed with the side wall 1 by the long screw rod 12 and the nut 16.
2、盾构接收洞口安装结构: 2. The installation structure of the shield receiving hole:
(1)盾构接收洞口无钢套环的安装结构: (1) The installation structure of the shield receiving hole without steel collar:
参见图1和图5,通过长螺杆12和螺母16将垫圈8、环形压板13、环形连接板14、垫板17与侧墙1连接固定。 Referring to FIG. 1 and FIG. 5 , the washer 8 , the annular pressure plate 13 , the annular connecting plate 14 , and the backing plate 17 are connected and fixed to the side wall 1 through the long screw rod 12 and the nut 16 .
侧墙1预留一圈与环形连接板14上安装孔位置相对应的螺栓孔。 A circle of bolt holes corresponding to the positions of the mounting holes on the annular connecting plate 14 is reserved in the side wall 1 .
(2)盾构接收洞口加设钢套环的安装结构: (2) The installation structure of adding a steel collar to the receiving hole of the shield machine:
参见图2和图6,通过长螺杆12和螺母16将垫圈8、环形压板13、环形连接板14、钢套环6、垫板17与侧墙1连连接固定。 Referring to Fig. 2 and Fig. 6, the washer 8, the annular pressure plate 13, the annular connecting plate 14, the steel collar 6, the backing plate 17 are connected and fixed with the side wall 1 by the long screw rod 12 and the nut 16.
图3-图6中的标记2为地面,标记3为钢筋混凝土墙体,标记4为纤维筋混凝土墙体,标记5为盾构机。 Mark 2 in Figures 3-6 is the ground, mark 3 is the reinforced concrete wall, mark 4 is the fiber reinforced concrete wall, and mark 5 is the shield machine.
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520589772.3U CN204877504U (en) | 2015-08-07 | 2015-08-07 | Shield structure starts and receives entrance to a cave seal structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520589772.3U CN204877504U (en) | 2015-08-07 | 2015-08-07 | Shield structure starts and receives entrance to a cave seal structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204877504U true CN204877504U (en) | 2015-12-16 |
Family
ID=54821887
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520589772.3U Expired - Fee Related CN204877504U (en) | 2015-08-07 | 2015-08-07 | Shield structure starts and receives entrance to a cave seal structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204877504U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107345573A (en) * | 2017-08-07 | 2017-11-14 | 北京市市政四建设工程有限责任公司 | A kind of push-bench export & import sealing device |
CN107420108A (en) * | 2017-08-07 | 2017-12-01 | 北京市市政四建设工程有限责任公司 | A kind of shield launching sealing device |
CN111411973A (en) * | 2020-03-30 | 2020-07-14 | 中铁十四局集团有限公司 | Shield sealing device and shield sealing method |
-
2015
- 2015-08-07 CN CN201520589772.3U patent/CN204877504U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107345573A (en) * | 2017-08-07 | 2017-11-14 | 北京市市政四建设工程有限责任公司 | A kind of push-bench export & import sealing device |
CN107420108A (en) * | 2017-08-07 | 2017-12-01 | 北京市市政四建设工程有限责任公司 | A kind of shield launching sealing device |
CN111411973A (en) * | 2020-03-30 | 2020-07-14 | 中铁十四局集团有限公司 | Shield sealing device and shield sealing method |
WO2021196339A1 (en) * | 2020-03-30 | 2021-10-07 | 中铁十四局集团有限公司 | Shield sealing device and shield sealing method |
US11905834B2 (en) | 2020-03-30 | 2024-02-20 | China Railway 14Th Bureau Group Co., Ltd. | Shield sealing device and shield sealing method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204477513U (en) | A kind of push pipe starts portal water sealing structure | |
CN103352675B (en) | A kind of mash gas pumping drilling sealing device and method | |
CN204877504U (en) | Shield structure starts and receives entrance to a cave seal structure | |
CN101457654B (en) | Telescopic extraction and sealing device | |
CN203411979U (en) | Post-grouting device for pile side of cast-in-situ bored pile | |
CN206554832U (en) | Component and the grouting cable anchor and anchor pole using the component are only starched in a kind of hole | |
CN107435548A (en) | A kind of waterproof structure of shield tunnel segment seam and its construction method | |
CN102345464A (en) | Self-holding airbag sealing device | |
CN206035508U (en) | Shield tunnel segment bolt hole waterproof seal device | |
CN104213555A (en) | Ultra-long pile foundation steel protection tube nondestructive recovery method | |
CN102094659A (en) | Spring hinged plate sealing device for shield tunneling | |
CN106640097A (en) | A New Balanced Launching and Receiving Sleeve Device for Shield Tunneling | |
CN207583345U (en) | Mining drilling pump drainage fluid filling hole sealing device | |
CN102345465A (en) | Hooping sealing device used in shield arrival | |
CN205206847U (en) | Shield constructs business turn over hole portal annular and freezes sealed sealing device | |
CN110273698A (en) | A kind of pre-buried steel loop water-stopping system of gasbag-type | |
CN205655003U (en) | Major diameter socket joint formula reinforced concrete push pipe internode interface | |
CN105952411A (en) | Plugging device for coal-mine gas extraction hole sealing | |
CN105525928A (en) | Construction method of sealing ring of duct piece wall of shield inclined shaft | |
CN104481553B (en) | Shield duct piece and the water-stopping method of cast-in-place concrete contact site | |
CN206987816U (en) | A kind of integrated form slurry pipe-jacking machine pushing tow system | |
CN210422682U (en) | Air compression sealing device for coal mine gas extraction drill hole | |
CN204591292U (en) | A kind of Novel shield reinforcing structure | |
CN103938613A (en) | Freezing pipe injected grout non-return device | |
CN103982211A (en) | High-strength large-deformation piston-type resistance-increasing anchor rod |
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: 20151216 Termination date: 20180807 |
|
CF01 | Termination of patent right due to non-payment of annual fee |