CN204098924U - A kind of shield structure soil shear failure structure - Google Patents
A kind of shield structure soil shear failure structure Download PDFInfo
- Publication number
- CN204098924U CN204098924U CN201420551707.7U CN201420551707U CN204098924U CN 204098924 U CN204098924 U CN 204098924U CN 201420551707 U CN201420551707 U CN 201420551707U CN 204098924 U CN204098924 U CN 204098924U
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- CN
- China
- Prior art keywords
- linking arm
- shear failure
- utility
- adpting flange
- cutterhead
- 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.)
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Abstract
The utility model discloses a kind of shield structure soil shear failure structure, comprise cutterhead, adpting flange, linking arm, described cutterhead and adpting flange in the form of annular discs, described cutterhead and adpting flange are welded together by linking arm, the outer round surface of described linking arm is welded with the wing plate arranged in the shape of a spiral, a kind of shield structure soil shear failure structure of the present utility model, can fully stir the soil body entering native cabin, realize strong stirring, thoroughly stop the formation of mud cake, the utility model improves the dregs velocity of discharge further, improve shield driving speed, not only operating efficiency is high, but also there is easy manufacture, easy installation, low cost and other advantages.
Description
Technical field
The utility model relates to a kind of stirring structure, refers to a kind of shield structure soil shear failure structure for shield machine especially.
Background technology
When balancing earth-pressure shielding machine carries out set of tunneling construction, if through cutting the soil body entering native cabin, not stirred fully, then easily forming mud cake, affect dregs and discharge, time serious, will quality and the progress of engineering construction be affected.
Utility model content
Problem to be solved in the utility model is the deficiency overcome in background technology, provides a kind of shield structure soil shear failure structure, this shield structure soil shear failure structure, adopt special construction, the abundant stirring to the soil body can be realized, strengthen dregs flowing, promote the dregs velocity of discharge further.
For solving the problem, the utility model takes following technical scheme:
A kind of shield structure soil shear failure structure of the present utility model, comprise cutterhead, adpting flange, linking arm, described cutterhead and adpting flange in the form of annular discs, described cutterhead and adpting flange are welded together by linking arm, and the outer round surface of described linking arm is welded with the wing plate arranged in the shape of a spiral.
A corrective measure of the present utility model is: described linking arm is cylindric.
Further improvement of the utility model measure is: the surface soldered of described wing plate has wearing layer.
Further corrective measure of the present utility model is: described wearing layer adopts wear resistance electrode built-up welding to form.
When the soil body enters native cabin, namely during the position of the soil body between cutterhead and adpting flange, along with the rotation of cutterhead, the wing plate that linking arm is helically arranged is also around the central rotation of cutterhead, in rotary course, stir the soil body, make dregs become fluffy state, promote its mobility.For preventing wing plate from wearing and tearing, on the surface of wing plate with wear resistance electrode build-up wear-resistant layer, improve the application life of wing plate.
A kind of shield structure soil shear failure structure of the present utility model, owing to being welded with the wing plate arranged in the shape of a spiral at the outer round surface of linking arm, therefore, a kind of shield structure soil shear failure structure of the present utility model, can fully stir the soil body entering native cabin, realize strong stirring, thoroughly stopped the formation of mud cake, the utility model improves the dregs velocity of discharge further, improves shield driving speed, not only operating efficiency is high, but also has easy manufacture, easily installation, low cost and other advantages.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
As shown in Figure 1, a kind of shield structure soil shear failure structure of the present utility model, comprise cutterhead 1, adpting flange 2, linking arm 3, described cutterhead 1 and adpting flange 2 in the form of annular discs, described cutterhead 1 and adpting flange 2 are welded together by linking arm 3, and the outer round surface of described linking arm 3 is welded with the wing plate 4 arranged in the shape of a spiral.
Described linking arm 3 is in cylindric.
The surface soldered of described wing plate 4 has wearing layer.
Described wearing layer adopts wear resistance electrode built-up welding to form.
When the soil body enters native cabin, namely during the position of the soil body between cutterhead 1 and adpting flange 2, along with the rotation of cutterhead 1, the wing plate 4 that linking arm 3 is helically arranged is also around the central rotation of cutterhead 1, in rotary course, stir the soil body, make dregs become fluffy state, promote its mobility.For preventing wing plate 4 from wearing and tearing, on the surface of wing plate 4 with wear resistance electrode build-up wear-resistant layer, improve the application life of wing plate 4.
Should be noted that; the foregoing is only preferred embodiment of the present utility model, be not limited to the present embodiment, all within spirit of the present utility model and principle; any amendment of doing, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (4)
1. a shield structure soil shear failure structure, comprise cutterhead (1), adpting flange (2), linking arm (3), described cutterhead (1) and adpting flange (2) in the form of annular discs, described cutterhead (1) and adpting flange (2) are welded together by linking arm (3), it is characterized in that: the outer round surface of described linking arm (3) is welded with the wing plate (4) arranged in the shape of a spiral.
2. a kind of shield structure soil shear failure structure according to claim 1, is characterized in that: described linking arm (3) is in cylindric.
3. a kind of shield structure soil shear failure structure according to claim 1, is characterized in that: the surface soldered of described wing plate (4) has wearing layer.
4. a kind of shield structure soil shear failure structure according to claim 3, is characterized in that: described wearing layer adopts wear resistance electrode built-up welding to form.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420551707.7U CN204098924U (en) | 2014-09-25 | 2014-09-25 | A kind of shield structure soil shear failure structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420551707.7U CN204098924U (en) | 2014-09-25 | 2014-09-25 | A kind of shield structure soil shear failure structure |
Publications (1)
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CN204098924U true CN204098924U (en) | 2015-01-14 |
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Family Applications (1)
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CN201420551707.7U Expired - Fee Related CN204098924U (en) | 2014-09-25 | 2014-09-25 | A kind of shield structure soil shear failure structure |
Country Status (1)
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CN (1) | CN204098924U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104265313A (en) * | 2014-09-25 | 2015-01-07 | 无锡市翱宇特新科技发展有限公司 | Soil agitating structure of shield |
CN108625875A (en) * | 2018-06-21 | 2018-10-09 | 中铁工程装备集团有限公司 | A kind of rock tunnel(ling) machine soil storehouse preventing deposit device |
-
2014
- 2014-09-25 CN CN201420551707.7U patent/CN204098924U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104265313A (en) * | 2014-09-25 | 2015-01-07 | 无锡市翱宇特新科技发展有限公司 | Soil agitating structure of shield |
CN108625875A (en) * | 2018-06-21 | 2018-10-09 | 中铁工程装备集团有限公司 | A kind of rock tunnel(ling) machine soil storehouse preventing deposit device |
CN108625875B (en) * | 2018-06-21 | 2023-09-22 | 中铁工程装备集团有限公司 | Soil bin slag accumulation preventing device of tunnel boring machine |
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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: 20150114 Termination date: 20150925 |
|
EXPY | Termination of patent right or utility model |