CN204703907U - A kind of Novel shield machine - Google Patents
A kind of Novel shield machine Download PDFInfo
- Publication number
- CN204703907U CN204703907U CN201520323341.2U CN201520323341U CN204703907U CN 204703907 U CN204703907 U CN 204703907U CN 201520323341 U CN201520323341 U CN 201520323341U CN 204703907 U CN204703907 U CN 204703907U
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- CN
- China
- Prior art keywords
- shield body
- excavation portion
- shield
- projectile
- shield machine
- 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
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- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The utility model relates to a kind of Novel shield machine, comprise shield body and excavation portion, front end, described excavation portion is provided with cutter head assembly, described shield body is provided with section of jurisdiction erecting device, section of jurisdiction assembles by section of jurisdiction erecting device, junction plate is provided with between described excavation portion and shield body, excavation portion and shield body can relative junction plate stretching motions, cutter head control device is provided with in described shield body, first mobile device and the second mobile device, cutter head control device comprises multiple swing component, described swing component two ends connect excavation portion and shield body respectively, first mobile device comprises multiple first projectile and multiple positioner, described first projectile two ends connect excavation portion and shield body respectively, described positioner is scalable and protrude from the external side of shield, described second mobile device is arranged in shield body, it comprises multiple second projectile.The utility model effectively can must improve the travelling performance of shield machine, makes its more accurately safer advance.
Description
Technical field
The utility model relates to a kind of Novel shield machine.
Background technology
Shield machine is a kind of special engineering machinery of tunnel piercing, and it is that a cross section profile is identical with tunnel cross section profile, and size is slightly large, and utilize convolution cutter excavation, built-in casting facility, self are provided with the machinery of protecting sheathing for bored tunnel.With shield machine carry out tunnel construction have automaticity high, save manpower, speed of application fast, reduce on the impact of above ground structure and under water excavation time do not affect the features such as water surface traffic, therefore it is applied widely.Current shield machine is when underground construction, and because underground environment is complicated, when running into earth or the more situation of formation variations, shield machine can suffer that native stone buries equivalent risk, therefore to the excavation of shield machine with advance and need to control more accurately.
Utility model content
The utility model, in order to solve the problem of prior art, provides and a kind ofly can make the more stable advance of shield machine and can adjust the Novel shield machine of excavation direction.
Concrete technical scheme is as follows: a kind of Novel shield machine, comprise shield body and excavation portion, separating part is provided with in described excavation portion, opening portion is provided with in the middle part of separating part, opening portion is communicated with the Tu Cang in excavation portion, front end, described excavation portion is provided with cutter head assembly, described shield body is provided with section of jurisdiction erecting device, section of jurisdiction assembles by section of jurisdiction erecting device, junction plate is provided with between described excavation portion and shield body, described excavation portion and shield body can relative junction plate stretching motions, cutter head control device is provided with in described shield body, first mobile device and the second mobile device, described cutter head control device comprises multiple swing component, described swing component two ends connect excavation portion and shield body respectively, described first mobile device comprises multiple first projectile and multiple positioner, described first projectile two ends connect excavation portion and shield body respectively, described positioner is scalable and protrude from the external side of shield, described second mobile device is arranged in shield body, it comprises multiple second projectile.
It is below attached technical scheme of the present utility model.
Preferably, described shield machine also comprises hydrologic monitoring device, and hydrologic monitoring device to be arranged in described excavation portion and to arrange around described opening portion.
Preferably, first, second projectile described is jack.
Preferably, described second projectile rear end is provided with expansion link, and described expansion link can lean on section of jurisdiction.
Preferably, described cutter head assembly comprises cutterhead, multiple transmission device and power set, and described transmission device is connected with cutterhead.
Preferably, described positioner is separately positioned on excavation portion and shield body side surface.
Technique effect of the present utility model: Novel shield machine of the present utility model effectively can must improve the travelling performance of shield machine, makes its more accurately safer advance; In addition, when faced by be unfavorable for excavation regions time, can excavation direction be changed, thus avoid produce security risk.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the Novel shield machine of the utility model embodiment.
Fig. 2 is the schematic diagram in the excavation portion of the utility model embodiment.
Fig. 3 is the schematic diagram of the cutter head assembly of the utility model embodiment.
Fig. 4 is the schematic diagram of the section of jurisdiction erecting device of the utility model embodiment.
Fig. 5 is another schematic diagram of the Novel shield machine of the utility model embodiment.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described further.
As shown in Figures 1 to 5, the Novel shield machine 100 of the present embodiment comprises shield body 1 and excavation portion 2, is provided with separating part 3 in described excavation portion 2, and separating part 3 upper and lower end fixes earth pipe 4 and discharge pipe 5 respectively.Be provided with opening portion 31 in the middle part of separating part 3, opening portion 31 is communicated with the native storehouse 21 in excavation portion 2.Earth transmission mechanism 6 in shield body 1 is communicated with native storehouse 21.Front end, described excavation portion 2 is provided with cutter head assembly 7, and described shield body 1 is provided with section of jurisdiction erecting device 8, and section of jurisdiction 81 assembles by section of jurisdiction erecting device 8.Be provided with junction plate 9 between described excavation portion 2 and shield body 1, described excavation portion 2 can relative junction plate 9 stretching motion with shield body 1.Cutter head control device 11 is provided with in described shield body 1, first mobile device 12 and the second mobile device 13, described cutter head control device 11 comprises multiple swing component 111, described swing component 111 two ends connect excavation portion 2 and shield body 1 respectively, described first mobile device 12 comprises multiple first projectiles 121 and multiple positioner, described first projectile 121 two ends connect excavation portion 2 and shield body 1 respectively, described positioner is scalable and protrude from outside shield body 1, described second mobile device 13 is arranged in shield body 1, and it comprises multiple second projectile 131.In the present embodiment, first, second projectile 121,131 described is jack.Technique scheme improves the travelling performance of shield machine, in underground Tu Shi unstable region operation, can effectively improve the efficiency of construction of shield machine.
As shown in Figures 1 to 5, further, described shield machine 100 also comprises hydrologic monitoring device 10, and hydrologic monitoring device 10 to be arranged in described excavation portion 2 and to arrange around described opening portion 31, thus enable operating personnel understand underground hydrological information, adjust constructure scheme in time according to hydrologic regime.Described second projectile 131 rear end is provided with expansion link 132, and described expansion link 132 can lean on section of jurisdiction 81, thus makes the second projectile 131 to obtain the strong point.Described cutter head assembly 7 comprises cutterhead 71, multiple transmission device 72 and power set 73, and described transmission device 72 is connected with cutterhead 71.When being unfavorable for the soil layer excavated if run into, described swing component 111 can be utilized to drive excavation portion 2 to be with movable knife disc 71 to go to other excavation directions, thus avoid damaging underground pipeline, thus produce security risk.Described positioner comprises the first positioner 122 and the second positioner 123, first location 122 devices are arranged on shield body 1 side, and the second location 123 devices are arranged on side, excavation portion 2.
When shield machine 100 is when tap point carries out digging operation (as shown in Figure 5), described first positioner 122 outwards top is pressed in tunnel wall, and shield body 1 is maintained static; It is fixed support point that described first projectile 121 is fixed on shield body one end, makes the other end of the first projectile 121 advance excavation portion 2 to be with movable knife disc 71 to excavate mudstone and advances.After the first projectile 121 extends to the end, described second positioner 123 outwards top is pressed in tunnel wall, and excavation portion 2 is maintained static, and described first positioner 122 bounces back, and the first projectile 121 shrinks simultaneously, thus pulls shield body 1 near excavation portion 2.Circulate with this, advanced in excavation limit, shield machine 100 limit.
When shield machine 100 is not at digging operation (as shown in Figure 1), when it advances, the expansion link 132 of described second mobile device 13 is resisted against on the section of jurisdiction 81 in tunnel, as the strong point; When shield body 1 moves forward, drive junction plate 9 that excavation portion 2 is advanced together, when expansion link 132 is elongated to ultimate range, it is oppositely retracted in the second projectile 131, described section of jurisdiction erecting device 8 assembles section of jurisdiction 81 in tunnel, thus progressively component tunnel perisporium, circulation performs above-mentioned steps to tap point.
The Novel shield machine of the present embodiment effectively can must improve the travelling performance of shield machine, makes its more accurately safer advance; In addition, when faced by be unfavorable for excavation regions time, can excavation direction be changed, thus avoid produce security risk.It is to be noted; above-mentioned preferred embodiment is only and technical conceive of the present utility model and feature is described; its object is to person skilled in the art can be understood content of the present utility model and implement according to this, protection domain of the present utility model can not be limited with this.All equivalences done according to the utility model Spirit Essence change or modify, and all should be encompassed within protection domain of the present utility model.
Claims (6)
1. a Novel shield machine, comprise shield body and excavation portion, separating part is provided with in described excavation portion, opening portion is provided with in the middle part of separating part, opening portion is communicated with the Tu Cang in excavation portion, front end, described excavation portion is provided with cutter head assembly, described shield body is provided with section of jurisdiction erecting device, section of jurisdiction assembles by section of jurisdiction erecting device, it is characterized in that: between described excavation portion and shield body, be provided with junction plate, described excavation portion and shield body can relative junction plate stretching motions, cutter head control device is provided with in described shield body, first mobile device and the second mobile device, described cutter head control device comprises multiple swing component, described swing component two ends connect excavation portion and shield body respectively, described first mobile device comprises multiple first projectile and multiple positioner, described first projectile two ends connect excavation portion and shield body respectively, described positioner is scalable and protrude from the external side of shield, described second mobile device is arranged in shield body, it comprises multiple second projectile.
2. Novel shield machine as claimed in claim 1, is characterized in that: described shield machine also comprises hydrologic monitoring device, and hydrologic monitoring device to be arranged in described excavation portion and to arrange around described opening portion.
3. Novel shield machine as claimed in claim 1, is characterized in that: first, second projectile described is jack.
4. Novel shield machine as claimed in claim 1, is characterized in that: described second projectile rear end is provided with expansion link, and described expansion link can lean on section of jurisdiction.
5. Novel shield machine as claimed in claim 1, it is characterized in that: described cutter head assembly comprises cutterhead, multiple transmission device and power set, described transmission device is connected with cutterhead.
6. Novel shield machine as claimed in claim 1, is characterized in that: described positioner is separately positioned on excavation portion and shield body side surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520323341.2U CN204703907U (en) | 2015-05-19 | 2015-05-19 | A kind of Novel shield machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520323341.2U CN204703907U (en) | 2015-05-19 | 2015-05-19 | A kind of Novel shield machine |
Publications (1)
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CN204703907U true CN204703907U (en) | 2015-10-14 |
Family
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CN201520323341.2U Expired - Fee Related CN204703907U (en) | 2015-05-19 | 2015-05-19 | A kind of Novel shield machine |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107642366A (en) * | 2016-07-20 | 2018-01-30 | 任丘市永基建筑安装工程有限公司 | The two-way unearthed technology of Urban Underground shield machine |
CN112081598A (en) * | 2020-08-11 | 2020-12-15 | 西安交通大学 | Square shield machine |
CN113374486A (en) * | 2021-07-19 | 2021-09-10 | 中铁工程装备集团有限公司 | Hard rock tunnel boring machine |
CN113513332A (en) * | 2021-05-10 | 2021-10-19 | 机械科学研究总院青岛分院有限公司 | Gear transmission type duct piece clamping device for shield machine |
-
2015
- 2015-05-19 CN CN201520323341.2U patent/CN204703907U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107642366A (en) * | 2016-07-20 | 2018-01-30 | 任丘市永基建筑安装工程有限公司 | The two-way unearthed technology of Urban Underground shield machine |
CN112081598A (en) * | 2020-08-11 | 2020-12-15 | 西安交通大学 | Square shield machine |
CN112081598B (en) * | 2020-08-11 | 2022-04-22 | 西安交通大学 | Square shield machine |
CN113513332A (en) * | 2021-05-10 | 2021-10-19 | 机械科学研究总院青岛分院有限公司 | Gear transmission type duct piece clamping device for shield machine |
CN113513332B (en) * | 2021-05-10 | 2023-08-25 | 机械科学研究总院青岛分院有限公司 | Gear transmission type segment clamping device for shield machine |
CN113374486A (en) * | 2021-07-19 | 2021-09-10 | 中铁工程装备集团有限公司 | Hard rock tunnel boring machine |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151014 Termination date: 20180519 |