CN202645593U - Waterproof construction for anti-floating anchor node of shield tunnel - Google Patents
Waterproof construction for anti-floating anchor node of shield tunnel Download PDFInfo
- Publication number
- CN202645593U CN202645593U CN 201220323137 CN201220323137U CN202645593U CN 202645593 U CN202645593 U CN 202645593U CN 201220323137 CN201220323137 CN 201220323137 CN 201220323137 U CN201220323137 U CN 201220323137U CN 202645593 U CN202645593 U CN 202645593U
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- China
- Prior art keywords
- steel pipe
- steel
- shield tunnel
- end plate
- anchor rod
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- 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 - Lifetime
Links
- 238000007667 floating Methods 0.000 title abstract description 7
- 238000010276 construction Methods 0.000 title abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 69
- 239000010959 steel Substances 0.000 claims abstract description 69
- 238000007789 sealing Methods 0.000 claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 22
- 230000000694 effects Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000003466 welding Methods 0.000 abstract 1
- 238000013461 design Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
Images
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- Excavating Of Shafts Or Tunnels (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
本实用新型公开了一种盾构法隧道抗浮锚杆节点的防水构造，包括内置密封端板的钢管体和设置在所述钢管体外侧面的止水钢环，所述密封端板上开设有锚杆孔；所述密封端板焊接密封设置在所述钢管体内部；穿设在所述锚杆孔中的锚杆与所述密封端板焊接密封。所述钢管体包括同轴设置的第一钢管和第二钢管，所述第二钢管的直径大于所述第一钢管的直径，所述第二钢管的一端通过连接钢环与所述第一钢管的一端焊接固定。本实用新型的盾构法隧道抗浮锚杆节点的防水构造，结构简单、易操作，且无论是在管片生产还是锚杆施工，所述防水构造较其他防水装置操作简单且防水效果良好。
The utility model discloses a waterproof structure for the anti-floating anchor rod node of a shield tunnel tunnel, which comprises a steel pipe body with a built-in sealing end plate and a water-stop steel ring arranged on the outer side of the steel pipe body. The sealing end plate is provided with a An anchor hole; the sealing end plate is welded and sealed inside the steel pipe body; the anchor rod pierced in the anchor hole is welded and sealed with the sealing end plate. The steel pipe body includes a first steel pipe and a second steel pipe coaxially arranged, the diameter of the second steel pipe is larger than the diameter of the first steel pipe, and one end of the second steel pipe is connected to the first steel pipe through a steel ring. One end is fixed by welding. The waterproof structure of the anti-floating anchor node of the shield method tunnel of the utility model has a simple structure and is easy to operate, and whether it is in segment production or anchor construction, the waterproof structure is easier to operate than other waterproof devices and has a good waterproof effect.
Description
Technical field
The utility model relates to a kind of water proof structure of underground construction, relates in particular to a kind of water proof structure of shield tunnel anti-float anchor rod node.
Background technology
Along with scientific technological advance, a kind of shallow embedding shield tunnel engineering method has obtained more deep research and application at home and abroad.The shallow embedding shield tunnel is more shallow because of its buried depth, and overburden layer is thin, so the anti-floating problem is just more outstanding.In operational phase, the measure of anti float of shallow embedding shield tunnel adopts the anchor pole anti-floating more, yet there is no good solution for the waterproof problem of anchor pole anti-floating node.
Chinese patent CN200820187592.2 improves the original anti-floating node of common underground structure, proposes combined type anti-float anchor rod node waterproof structure.But shallow embedding shield tunnel structure is assembled by prefabricated pipe section, and above-mentioned utility model can not directly be suitable for.
Therefore, those skilled in the art is devoted to develop a kind of water proof structure of new shield tunnel anti-float anchor rod node, satisfies the waterproof demand of shallow embedding shield tunnel anti-float anchor rod node.
The utility model content
Be different from prior art, technical problem to be solved in the utility model provides a kind of water proof structure that satisfies the shield tunnel anti-float anchor rod node of shallow embedding shield tunnel anti-float anchor rod node waterproof demand.
For achieving the above object, the utility model provides a kind of water proof structure of shield tunnel anti-float anchor rod node, comprises the steel tube body and the sealing steel loop that is arranged on described steel tube body lateral surface of built-in Seal end plate, offers bolthole on the described Seal end plate; It is inner that described Seal end plate welded seal is arranged on described steel tube body; Be located in anchor pole and described Seal end plate welded seal in the described bolthole.
More excellent, described steel tube body comprises the first steel pipe and second steel pipe of coaxial setting, and the diameter of described the second steel pipe is greater than the diameter of described the first steel pipe, and an end of described the second steel pipe is welded and fixed by an end that connects steel loop and described the first steel pipe.
More excellent, described connection steel loop is double does described Seal end plate.
More excellent, described sealing steel loop is arranged on described the first steel pipe.
More excellent, described water proof structure also comprises the dowel that is arranged on described steel tube body lateral surface.
More excellent, described dowel is three, is evenly arranged on the same circumference of described steel tube body lateral surface.
The beneficial effects of the utility model:
The water proof structure of shield tunnel anti-float anchor rod node of the present utility model, simple in structure, easy to operate, satisfy the waterproof demand of shield tunnel anti-float anchor rod node, and no matter be to produce or anchor bolt construction in the section of jurisdiction, the more existing water-tight device of described water proof structure is simple to operate and waterproof effect is good.
Be described further below with reference to the technique effect of accompanying drawing to design of the present utility model, concrete structure and generation, to understand fully the purpose of this utility model, feature and effect.
Description of drawings
Fig. 1 is the structural representation of the utility model one embodiment.
Fig. 2 is A-A place sectional structure schematic diagram among Fig. 1.
Fig. 3 is use view embodiment illustrated in fig. 1.
The specific embodiment
As depicted in figs. 1 and 2, water proof structure one specific embodiment of shield tunnel anti-float anchor rod node of the present utility model, described water proof structure comprises the steel tube body of built-in Seal end plate 9 and is arranged on the sealing steel loop 6 of steel tube body lateral surface, offers bolthole on the Seal end plate 9.
The specific embodiment as the present embodiment, above-mentioned steel tube body comprises the first steel pipe 4 and second steel pipe 1 of coaxial setting, the diameter of the second steel pipe 1 is greater than the diameter of the first steel pipe 4, one end of the second steel pipe 1 is welded and fixed by an end that connects steel loop 2 and the first steel pipe 4, Seal end plate 9 is weldingly fixed on and connects on the steel loop 2, wherein, the bolthole of presetting on the Seal end plate 9 can carry out welded seal with anchor pole to be fixed; Sealing steel loop 6 is arranged on the first steel pipe 4; Described water proof structure also comprises three dowels 5 that evenly are arranged on the same circumference of the first steel pipe 4 lateral surfaces.
Exemplary, as shown in Figure 3, the water proof structure of a kind of shield tunnel anti-float anchor rod node of this specific embodiment is to be applied in like this on the shield tunnel anti-float anchor rod node:
At first, when pour into a mould the section of jurisdiction 8 in tunnel, with the steel tube body of water proof structure together with in the pre-buried section of jurisdiction 8 that is arranged on shield tunnel of the sealing steel loop 6 of peripheral hardware and dowel 5.
Then, the present embodiment is located in anchor pole 3 in the pre-buried steel tube body first when using, and Seal end plate 9 is set on the anchor pole 3 again, and the part of anchor pole 3 is stretched out from bolthole.
At last, Seal end plate 9 is successively carried out the boxing sealing with steel tube body, anchor pole 3 respectively fix, so far finish the application operating of the present embodiment.
In engineering practice, underground water can up permeate by the anti-float anchor rod node, adopt the utility model, moisture in the steel tube body outside can suffer from the prevention of sealing steel loop 6, can suffer from the prevention of Seal end plate 9 at the moisture of steel tube body inboard, thereby satisfy the waterproof demand of shield tunnel anti-float anchor rod node.
In other specific embodiment, connect steel loop 2 and can also doublely do Seal end plate 9.
Should be appreciated that those of ordinary skill in the art need not creative work and just can make many modifications and variations according to design of the present utility model.Therefore, all in the art technician comply with design of the present utility model on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment, all should be in the determined protection domain by claims.
Claims (6)
1. the water proof structure of a shield tunnel anti-float anchor rod node is characterized in that: comprise the steel tube body and the sealing steel loop that is arranged on described steel tube body lateral surface of built-in Seal end plate, offer bolthole on the described Seal end plate; It is inner that described Seal end plate welded seal is arranged on described steel tube body; Be located in anchor pole and described Seal end plate welded seal in the described bolthole.
2. the water proof structure of shield tunnel anti-float anchor rod node as claimed in claim 1, it is characterized in that: described steel tube body comprises the first steel pipe and second steel pipe of coaxial setting, the diameter of described the second steel pipe is greater than the diameter of described the first steel pipe, and an end of described the second steel pipe is welded and fixed by an end that connects steel loop and described the first steel pipe.
3. the water proof structure of shield tunnel anti-float anchor rod node as claimed in claim 2 is characterized in that: described connection steel loop is double does described Seal end plate.
4. the water proof structure of shield tunnel anti-float anchor rod node as claimed in claim 2, it is characterized in that: described sealing steel loop is arranged on described the first steel pipe.
5. the water proof structure of shield tunnel anti-float anchor rod node as claimed in claim 1, it is characterized in that: described water proof structure also comprises the dowel that is arranged on described steel tube body lateral surface.
6. the water proof structure of shield tunnel anti-float anchor rod node as claimed in claim 5, it is characterized in that: described dowel is three, is evenly arranged on the same circumference of described steel tube body lateral surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220323137 CN202645593U (en) | 2012-07-05 | 2012-07-05 | Waterproof construction for anti-floating anchor node of shield tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220323137 CN202645593U (en) | 2012-07-05 | 2012-07-05 | Waterproof construction for anti-floating anchor node of shield tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202645593U true CN202645593U (en) | 2013-01-02 |
Family
ID=47414713
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220323137 Expired - Lifetime CN202645593U (en) | 2012-07-05 | 2012-07-05 | Waterproof construction for anti-floating anchor node of shield tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202645593U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102748037A (en) * | 2012-07-05 | 2012-10-24 | 上海市城市建设设计研究总院 | Waterproof structure for shield-method tunnel anti-floating anchor rod node |
| CN103245563A (en) * | 2013-05-03 | 2013-08-14 | 上海盾构设计试验研究中心有限公司 | Sunk duct piece test platform |
| CN104092030A (en) * | 2014-07-03 | 2014-10-08 | 福建永福工程顾问有限公司 | Grounding method and structure of pipe jacking joints |
-
2012
- 2012-07-05 CN CN 201220323137 patent/CN202645593U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102748037A (en) * | 2012-07-05 | 2012-10-24 | 上海市城市建设设计研究总院 | Waterproof structure for shield-method tunnel anti-floating anchor rod node |
| CN103245563A (en) * | 2013-05-03 | 2013-08-14 | 上海盾构设计试验研究中心有限公司 | Sunk duct piece test platform |
| CN104092030A (en) * | 2014-07-03 | 2014-10-08 | 福建永福工程顾问有限公司 | Grounding method and structure of pipe jacking joints |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130102 Effective date of abandoning: 20140514 |
|
| RGAV | Abandon patent right to avoid regrant |