CN204419190U - A kind of shield machine of variable diameter - Google Patents
A kind of shield machine of variable diameter Download PDFInfo
- Publication number
- CN204419190U CN204419190U CN201420848279.4U CN201420848279U CN204419190U CN 204419190 U CN204419190 U CN 204419190U CN 201420848279 U CN201420848279 U CN 201420848279U CN 204419190 U CN204419190 U CN 204419190U
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- China
- Prior art keywords
- shield
- extrados
- cutterhead
- round steel
- shield machine
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 230000009466 transformation Effects 0.000 abstract description 6
- 238000005183 dynamical system Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000001131 transforming effect Effects 0.000 abstract description 3
- 238000003466 welding Methods 0.000 description 11
- 238000010276 construction Methods 0.000 description 6
- 238000010030 laminating Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002596 correlated effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
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- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The utility model discloses a kind of shield machine of variable diameter, described shield machine comprises cutterhead, anterior shield and middle shield successively, it is characterized in that described cutterhead extrados is welded with round steel ring, described anterior shield extrados and described middle shield extrados are welded with round steel cylinder respectively.The utility model has the advantages that, only need the shell body of cutterhead, anterior shield, middle shield be cut off or be welded, without the need to again making cutterhead, middle shield, anterior shield, only need new production shield body, and dynamical system in shield machine and other positions inner thereof do not need to carry out transforming the driving requirement that can meet the section of jurisdiction of two types, shield machine retrofit work amount is little, and expense is low, cycle is short, dependable performance after transformation.
Description
Technical field
The utility model relates to tunnel shield machine, is specifically related to a kind of shield machine of variable diameter.
Background technology
At present, domesticly building city track traffic engineering more than 40 cities, and running tunnel adopts shield construction mostly, according to the different tunnel meter standards of area distribution also disunity.Domestic Subway Tunnel Lining section of jurisdiction diameter mainly contains these two kinds of specifications of Φ 6200/5500-350 and Φ 6000/5400-300, wherein, part city generally all adopts Φ 6200/5500-350 section of jurisdiction, another part city is the general lining segment all adopting Φ 6000/5400-300 then, when geology is more or less the same, shield machine diameter in type selecting, allocation process has become a main influence factor.
But the diameter of shield machine also can realize general by transformation, namely commonly way need make the main components such as cutterhead, anterior shield, middle shield of shield machine again, then remove all power set and control system and reinstall in new housing, this remodeling method cycle is long, improvement expenses is expensive, improved difficult quality controls, and causes inconvenience, and add construction cost to shield-tunneling construction unit.
Summary of the invention
The purpose of this utility model is according to above-mentioned the deficiencies in the prior art part, provides a kind of shield machine of variable diameter, and this shield machine is by welding on the extrados of shield structure or dismantle circular shell can be applicable to the tunnel lining segment of different-diameter.
The utility model object realizes being completed by following technical scheme:
A shield machine for variable diameter, described shield machine comprises cutterhead, anterior shield and middle shield successively, it is characterized in that described cutterhead extrados is welded with round steel ring, and described anterior shield extrados and described middle shield extrados are welded with round steel cylinder respectively.
Described round steel ring is made up of some ring plates, and edge, both sides and the described cutterhead extrados of each ring plate are welded and fixed.
Described round steel cylinder is made up of some sections of jurisdiction, and edge, both sides and the described anterior shield extrados of each section of jurisdiction are welded and fixed.
Described round steel cylinder is made up of some sections of jurisdiction, and edge, both sides and the described middle shield extrados of each section of jurisdiction are welded and fixed.
The utility model has the advantages that, only need cutterhead, anterior shield, middle shield shell body be cut off or be welded, without the need to again making cutterhead, middle shield, anterior shield, only need new production shield body, and dynamical system in shield machine and other positions inner thereof do not need to carry out transforming the driving requirement that can meet the section of jurisdiction of two types, shield machine retrofit work amount is little, and expense is low, cycle is short, dependable performance after transformation.
Accompanying drawing explanation
Fig. 1 is cutter head structure schematic diagram in the utility model;
Fig. 2 is cutterhead lateral view in the utility model;
Fig. 3 is anterior shield structural representation in the utility model;
Fig. 4 is anterior shield lateral view in the utility model;
Fig. 5 is middle shield lateral view in the utility model.
Detailed description of the invention
Feature of the present utility model and other correlated characteristic are described in further detail by embodiment below in conjunction with accompanying drawing, so that the understanding of technician of the same trade:
Be respectively as marked 1-8 in Fig. 1-5, figure: cutterhead 1, round steel ring 2, ring plate 2.1, welding position 3, round steel cylinder 4, section of jurisdiction 4.1, anterior shield 5, welding position 6, round steel cylinder 7, section of jurisdiction 7.1, middle shield 8.
Embodiment: the present embodiment is specifically related to a kind of shield machine of variable diameter, be intended to overcome the deficiency that existing shield machine can not be general because of the disunity of Tunnel Design standard under identical geological conditions, by the cutterhead of shield machine, anterior shield, middle shield can be applicable to after simple transformation the tunnel of Φ 6200/5500-350 and this two type of Φ 6000/5400-300 simultaneously, to expand the use region of shield machine, reduce shield machine improvement cost.
As Figure 1-5, what the shield machine in the present embodiment related generally to transformation is cutterhead 1, anterior shield 5 and middle shield 8.
As shown in Figure 1, 2, cutterhead 1 is 6250mm according to Φ 6000/5400-300 Subway Tunnel Lining section of jurisdiction its diameter of type selecting, the extrados of cutterhead 1 welds the round steel ring 2 of a 45mm thickness as shell body, to make the diameter of cutterhead 1 increase to 6340mm, meet Φ 6200/5500-350 tunnel lining segment; When later stage is as being used for the construction of Φ 6000/5400-300 tunnel lining segment, only round steel ring 2 thick for the 45mm of welding need be cut off, retrofit work amount is less.It should be noted that, round steel ring 2 is made up of four sections of ring plates 2.1, and each ring plate 2.1 laminating is arranged on the extrados of cutterhead 1, and the extrados of the edge, both sides of each ring plate 2.1 and cutterhead 1 is welded and fixed, i.e. welding position 3.
As shown in Figure 3,4, anterior shield 5 is 6250mm according to Φ 6000/5400-300 Subway Tunnel Lining section of jurisdiction its diameter of type selecting, the extrados of anterior shield 5 welds the round steel cylinder 4 of a 45mm thickness as shell body, to make the diameter of anterior shield 5 increase to 6340mm, meet Φ 6200/5500-350 tunnel lining segment; When later stage is as being used for the construction of Φ 6000/5400-300 tunnel lining segment, only round steel cylinder 4 thick for the 45mm of welding need be cut off, retrofit work amount is less.It should be noted that, round steel cylinder 4 is made up of four sections of sections of jurisdiction 4.1, and the laminating of each section of jurisdiction 4.1 is arranged on the extrados of anterior shield 5, and the extrados of the edge, both sides of each ring plate 2.1 and cutterhead 1 is welded and fixed, i.e. welding position 6.
As shown in Figure 5, middle shield 8 is 6250mm according to Φ 6000/5400-300 Subway Tunnel Lining section of jurisdiction its diameter of type selecting, the extrados of middle shield 8 welds the round steel cylinder 7 of a 45mm thickness as shell body, to make the diameter of middle shield 8 increase to 6340mm, meet Φ 6200/5500-350 tunnel lining segment; When later stage is as being used for the construction of Φ 6000/5400-300 tunnel lining segment, only round steel cylinder 7 thick for the 45mm of welding need be cut off, retrofit work amount is less.It should be noted that, round steel cylinder 7 is made up of four sections of sections of jurisdiction 7.1, and the laminating of each section of jurisdiction 7.1 is arranged on the extrados of middle shield 8, and the extrados of the edge, both sides of each ring plate 2.1 and cutterhead 1 is welded and fixed, and concrete welding position is same as welding position 6.
Above-mentioned shield machine is applicable to Φ 6200/5500-350 tunnel lining segment, during as Φ 6000/5400-300 tunnel lining segment need be used for, then respectively the round steel cylinder 7 on the round steel ring 2 on cutterhead 1, the round steel cylinder 4 on anterior shield 5 and anterior shield 8 is cut off, to realize the variable diameter of shield machine, adapt to dissimilar tunnel; Owing to being made up of some ring plates by the round steel ring cut off, round steel cylinder is made up of some sections of jurisdiction, and adopts the method for part welding, therefore be can be recycled by the round steel ring that cuts off and round steel cylinder.
The beneficial effect of the present embodiment is, shield machine main components only need be cut off cutterhead, anterior shield, middle shield shell body or weld, without the need to again making cutterhead, middle shield, anterior shield, only need new production shield body, and dynamical system in shield machine and other positions inner thereof do not need to carry out transforming the driving requirement that can meet the section of jurisdiction of two types, shield machine retrofit work amount is little, and expense is low, cycle is short, dependable performance after transformation.
Claims (4)
1. a shield machine for variable diameter, described shield machine comprises cutterhead, anterior shield and middle shield successively, it is characterized in that described cutterhead extrados is welded with round steel ring, and described anterior shield extrados and described middle shield extrados are welded with round steel cylinder respectively.
2. the shield machine of a kind of variable diameter according to claim 1, is characterized in that described round steel ring is made up of some ring plates, and edge, both sides and the described cutterhead extrados of each ring plate are welded and fixed.
3. the shield machine of a kind of variable diameter according to claim 1, is characterized in that described round steel cylinder is made up of some sections of jurisdiction, and edge, both sides and the described anterior shield extrados of each section of jurisdiction are welded and fixed.
4. the shield machine of a kind of variable diameter according to claim 1, is characterized in that described round steel cylinder is made up of some sections of jurisdiction, and edge, both sides and the described middle shield extrados of each section of jurisdiction are welded and fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420848279.4U CN204419190U (en) | 2014-12-29 | 2014-12-29 | A kind of shield machine of variable diameter |
Applications Claiming Priority (1)
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CN201420848279.4U CN204419190U (en) | 2014-12-29 | 2014-12-29 | A kind of shield machine of variable diameter |
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CN204419190U true CN204419190U (en) | 2015-06-24 |
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CN201420848279.4U Expired - Fee Related CN204419190U (en) | 2014-12-29 | 2014-12-29 | A kind of shield machine of variable diameter |
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CN (1) | CN204419190U (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106761787A (en) * | 2016-12-21 | 2017-05-31 | 宁波大学 | The variable spoke type shield cutter in outline excavation face and its construction method |
CN108678762A (en) * | 2018-07-02 | 2018-10-19 | 中国铁建重工集团有限公司 | A kind of development machine |
CN109113755A (en) * | 2018-10-26 | 2019-01-01 | 中铁工程装备集团有限公司 | Novel single-tool disk can be changed shield body rock tunnel(ling) machine |
CN109611105A (en) * | 2019-01-14 | 2019-04-12 | 中铁工程服务有限公司 | A kind of diameter enlarging method of shield machine shield body |
CN110173271A (en) * | 2019-06-14 | 2019-08-27 | 中铁工程服务有限公司 | A kind of rectangular pipe jacking machine shield body of reducing |
CN110185460A (en) * | 2019-07-15 | 2019-08-30 | 江苏格睿特管网工程有限公司 | A kind of the shield-tunneling construction device and construction method of reducing |
CN113047855A (en) * | 2021-03-31 | 2021-06-29 | 中铁十六局集团北京轨道交通工程建设有限公司 | Novel shield cutter head based on existing cutter head reducing transformation and construction method thereof |
CN113638740A (en) * | 2021-08-27 | 2021-11-12 | 中国铁建重工集团股份有限公司 | Shield machine with variable shield body diameter |
-
2014
- 2014-12-29 CN CN201420848279.4U patent/CN204419190U/en not_active Expired - Fee Related
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106761787A (en) * | 2016-12-21 | 2017-05-31 | 宁波大学 | The variable spoke type shield cutter in outline excavation face and its construction method |
CN108678762A (en) * | 2018-07-02 | 2018-10-19 | 中国铁建重工集团有限公司 | A kind of development machine |
CN109113755B (en) * | 2018-10-26 | 2023-10-10 | 中铁工程装备集团有限公司 | Novel single-cutterhead variable shield tunnel boring machine |
CN109113755A (en) * | 2018-10-26 | 2019-01-01 | 中铁工程装备集团有限公司 | Novel single-tool disk can be changed shield body rock tunnel(ling) machine |
CN109611105A (en) * | 2019-01-14 | 2019-04-12 | 中铁工程服务有限公司 | A kind of diameter enlarging method of shield machine shield body |
CN110173271B (en) * | 2019-06-14 | 2024-02-27 | 中铁工程服务有限公司 | Diameter-variable rectangular shield body of push bench |
CN110173271A (en) * | 2019-06-14 | 2019-08-27 | 中铁工程服务有限公司 | A kind of rectangular pipe jacking machine shield body of reducing |
CN110185460A (en) * | 2019-07-15 | 2019-08-30 | 江苏格睿特管网工程有限公司 | A kind of the shield-tunneling construction device and construction method of reducing |
CN110185460B (en) * | 2019-07-15 | 2024-06-07 | 江苏格睿特管网工程有限公司 | Variable-diameter shield construction device and construction method |
CN113047855A (en) * | 2021-03-31 | 2021-06-29 | 中铁十六局集团北京轨道交通工程建设有限公司 | Novel shield cutter head based on existing cutter head reducing transformation and construction method thereof |
CN113047855B (en) * | 2021-03-31 | 2024-03-15 | 中铁十六局集团北京轨道交通工程建设有限公司 | New shield cutter head based on existing cutter head reducing transformation and construction method thereof |
CN113638740A (en) * | 2021-08-27 | 2021-11-12 | 中国铁建重工集团股份有限公司 | Shield machine with variable shield body diameter |
CN113638740B (en) * | 2021-08-27 | 2024-04-19 | 中国铁建重工集团股份有限公司 | Shield machine with variable diameter shield body |
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Granted publication date: 20150624 |