CN204225893U - Shield excavation machine - Google Patents
Shield excavation machine Download PDFInfo
- Publication number
- CN204225893U CN204225893U CN201420631646.5U CN201420631646U CN204225893U CN 204225893 U CN204225893 U CN 204225893U CN 201420631646 U CN201420631646 U CN 201420631646U CN 204225893 U CN204225893 U CN 204225893U
- Authority
- CN
- China
- Prior art keywords
- shield
- brush
- structure support
- ventral brush
- excavation 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.)
- Active
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The utility model proposes a kind of shield excavation machine, comprise shield structure support, be located at the cutterhead of this shield structure support front end, be located at the section of jurisdiction in shield structure support rear portion, be located at the rear end of this shield structure support and the front end shield ventral brush successively arranged along the tunneling direction of shield excavation machine respectively and rear end shield ventral brush, and to be located on this shield structure support and to be positioned at the glue brush in the front of front end shield ventral brush, this front end shield ventral brush and rear end shield ventral brush abut against with section of jurisdiction respectively, and with space therebetween in be filled with filler, this glue brush and section of jurisdiction lean, a space is formed between described glue brush and front end shield ventral brush and section of jurisdiction, fill out in this space and be provided with lubricating fluid.Shield excavation machine of the present utility model, owing to being interval with glue brush in the front of front end shield ventral brush, and in being provided with lubricating fluid therebetween, thus to lubricate front end shield ventral brush, prevent front end shield ventral brush with abutting for a long time between section of jurisdiction and wear and tear, extending its application life.
Description
Technical field
The utility model relates to a kind of development machine, refers to a kind of shield excavation machine especially.
Background technology
Shield excavation machine, is called for short shield machine, is a kind of special engineering machinery of tunnel piercing.Shield ventral brush is often applied to Soft Soil Layer constructing tunnel, it is an important accessory in Suporting structure, it utilize steel wire beat bent after the gap of fluffy formation a certain amount of filler that reinjects between shield structure and section of jurisdiction, play certain sealing function, to prevent underground water, outer soil, the slip casting of the lining cutting back side etc. from flowing into tunnel, ensure tunnel piercing safety.The outer peripheral face of the section of jurisdiction abutted with rear end shield ventral brush, owing to being provided with charges, can play lubrication to it, but the section of jurisdiction abutted with front end shield ventral brush does not obtain the lubrication of charges, thus makes the shield ventral brush of front end easily wear and tear and affect performance.
Utility model content
The utility model proposes a kind of shield excavation machine, solve the problem that in prior art, front end shield ventral brush easily weares and teares.
The technical solution of the utility model is achieved in that
A kind of shield excavation machine, comprise shield structure support, be located at the cutterhead of this shield structure support front end, be located at the section of jurisdiction in shield structure support rear portion, be located at the rear end of this shield structure support and the front end shield ventral brush successively arranged along the tunneling direction of shield excavation machine respectively and rear end shield ventral brush, this front end shield ventral brush and rear end shield ventral brush abut against with section of jurisdiction respectively, and with space therebetween in be filled with filler, this shield excavation machine also comprises to be located on this shield structure support and to be positioned at the glue brush in the front of front end shield ventral brush, this glue brush and section of jurisdiction lean, a space is formed between described glue brush and front end shield ventral brush and section of jurisdiction, fill out in this space and be provided with lubricating fluid.
Preferred version is, described lubricating fluid is oil or lubrication oil.
Preferred version is, the top in described space is connected with an ascending pipe.
Preferred version is, described ascending pipe passes shield structure support by the top in space and leads to its external world.
Preferred version is, this shield excavation machine also comprises the jack for providing thrust to the entirety of propelling development machine be located in shield structure support.
Preferred version is, this shield excavation machine also comprises to be located in shield structure support, and for discharging the conveying worm of sandy soil.
Preferred version is, described front end shield ventral brush and rear end shield ventral brush are wire brush.
The beneficial effects of the utility model are:
Shield excavation machine in the utility model, owing to being interval with glue brush in the front of front end shield ventral brush, and in being provided with lubricating fluid therebetween, thus to lubricate front end shield ventral brush, prevent front end shield ventral brush with abutting for a long time between section of jurisdiction and wear and tear, extending its application life.And the spatial joins between this glue brush and front end shield ventral brush has the ascending pipe that can inject lubricating fluid, even if also can ensure when constructing at a distance to lubricate front end shield ventral brush.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the utility model shield excavation machine;
Fig. 2 is the side schematic view of hermetic unit in Fig. 1.
In figure:
100, shield excavation machine; 10, shield structure support; 20, cutterhead; 30, jack; 40, section of jurisdiction; 50, CD-ROM drive motor; 60, conveying worm; 71, front end shield ventral brush; 72, rear end shield ventral brush; 73, filler; 80, glue brush; 81, space; 82, lubricating fluid; 90, ascending pipe.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
As shown in Figures 1 and 2, this shield excavation machine 100 comprise shield structure support 10, be located at the cutterhead 20 of this shield structure support 10 front end, be located in shield structure support 10 for advancing that the entirety of shield excavation machine 100 provides the jack 30 of thrust, the section of jurisdiction 40 be located in shield structure support 10 rear portion, CD-ROM drive motor 50 and the conveying worm 60 for discharging sandy soil.
The rear end of this shield structure support 10 and be successively provided with front end shield ventral brush 71 and rear end shield ventral brush 72 along on the tunneling direction of shield excavation machine 100 respectively.Described front end shield ventral brush 71 and rear end shield ventral brush 72 are wire brush, and abut against with section of jurisdiction 40 respectively.Filler 73 is filled with in the space of filling between described front end shield ventral brush 71 and rear end shield ventral brush 72.
This shield structure support is provided with in the front of front end shield ventral brush 71 one with section of jurisdiction 40 against glue brush 80.Described glue brush 80 and shield ventral brush 71 interval, front end are arranged, and and form a space 81 between front end shield ventral brush 71 and section of jurisdiction 40.Fill out in this space 81 and be provided with oil or lubrication wet goods lubricating fluid 82.The top in this space 81 is connected with an ascending pipe 90, and this ascending pipe 90 leads to its external world by the top in space 81 through shield structure support 10, to inject lubricating fluid 82 in this space 81 at any time.
This shield excavation machine 100 is owing to being interval with glue brush 80 in the front of front end shield ventral brush 10, and in being provided with lubricating fluid 82 therebetween, thus to lubricate front end shield ventral brush 71, prevent front end shield ventral brush 71 with abutting for a long time between section of jurisdiction 40 and wear and tear, extending its application life.And the space 81 between this glue brush 80 and front end shield ventral brush 71 is connected with the ascending pipe 90 that can inject lubricating fluid 82, even if also can ensure when constructing at a distance to lubricate front end shield ventral brush 71.
During concrete enforcement; the structure of this shield excavation machine 100 is not limited to the situation of the present embodiment; it can adopt the front end shield ventral brush of the present embodiment and the two-part structure of rear end shield ventral brush; also can adopt the syllogic structure being provided with three shield ventral brushes; also can be the multisection type structure that multiple shield ventral brush is set; as long as ensure that shield ventral brush front end is foremost provided with glue brush, and be filled with lubricating fluid 82 namely in protection domain of the present utility model in glue brush 80 and this space foremost between shield ventral brush.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (7)
1. a shield excavation machine, comprise shield structure support, be located at the cutterhead of this shield structure support front end, be located at the section of jurisdiction in shield structure support rear portion, be located at the rear end of this shield structure support and the front end shield ventral brush successively arranged along the tunneling direction of shield excavation machine respectively and rear end shield ventral brush, this front end shield ventral brush and rear end shield ventral brush abut against with section of jurisdiction respectively, and with space therebetween in be filled with filler, it is characterized in that: also comprise and be located on this shield structure support and be positioned at the glue brush in the front of front end shield ventral brush, this glue brush and section of jurisdiction lean, a space is formed between described glue brush and front end shield ventral brush and section of jurisdiction, fill out in this space and be provided with lubricating fluid.
2. shield excavation machine as claimed in claim 1, is characterized in that: described lubricating fluid is oil or lubrication oil.
3. shield excavation machine as claimed in claim 1, is characterized in that: the top in described space is connected with an ascending pipe.
4. shield excavation machine as claimed in claim 3, is characterized in that: described ascending pipe passes shield structure support by the top in space and leads to its external world.
5. shield excavation machine as claimed in claim 1, is characterized in that: also comprise the jack for providing thrust to the entirety of propelling development machine be located in shield structure support.
6. shield excavation machine as claimed in claim 1, is characterized in that: also comprise and being located in shield structure support, and for discharging the conveying worm of sandy soil.
7. shield excavation machine as claimed in claim 1, is characterized in that: described front end shield ventral brush and rear end shield ventral brush are wire brush.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420631646.5U CN204225893U (en) | 2014-10-28 | 2014-10-28 | Shield excavation machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420631646.5U CN204225893U (en) | 2014-10-28 | 2014-10-28 | Shield excavation machine |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204225893U true CN204225893U (en) | 2015-03-25 |
Family
ID=52924002
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420631646.5U Active CN204225893U (en) | 2014-10-28 | 2014-10-28 | Shield excavation machine |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204225893U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104790965A (en) * | 2015-04-30 | 2015-07-22 | 中铁工程装备集团有限公司 | Shield tunneling machine suitable for duct pieces of multiple specifications |
-
2014
- 2014-10-28 CN CN201420631646.5U patent/CN204225893U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104790965A (en) * | 2015-04-30 | 2015-07-22 | 中铁工程装备集团有限公司 | Shield tunneling machine suitable for duct pieces of multiple specifications |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205226624U (en) | Combination wherein of push pipe then within a definite time | |
CN105863639B (en) | The coal-mining method of soft coal level | |
JP2008025303A (en) | Construction method for support structure at branched confluence | |
CN204225893U (en) | Shield excavation machine | |
KR20190092461A (en) | Small Diameter Central Shaft Drive Kelly TBM | |
CN212534160U (en) | Soil slope reinforcement is with boring formula stock certainly | |
CN104847371A (en) | V-head pipe-jacking tunneling machine | |
CN110056364B (en) | External sealing structure for tunnel boring machine | |
CN208686386U (en) | Tail sealing brush and tail sealing structure | |
CN207331675U (en) | A kind of saw chain formula slotter driving chain | |
CN203685041U (en) | Efficient rotary excavating tooth | |
CN103267128B (en) | Chain wheel shaft sealing mechanism | |
CN102562082B (en) | Shield machine with rolling stopper | |
CN209568457U (en) | A kind of caisson cutting edge with sealing brush | |
CN210768784U (en) | External sealing structure for tunnel boring machine | |
CN105298515B (en) | The anti-bottom arch suspension device of slip casting and method for protecting support | |
CN110410577B (en) | Large-diameter pipe jacking resistance reduction construction method under miscellaneous fill geological condition | |
CN102561415A (en) | Excavator | |
CN203374802U (en) | Chain wheel shaft sealing mechanism | |
CN205689221U (en) | A kind of compound only pulp grinder structure and there is this shielding tunnel excavator stopping pulp grinder structure | |
CN201443405U (en) | Rotary drilling tool for shield machine | |
CN204344125U (en) | Split type dirt loader | |
CN205977225U (en) | Mining entry driving machine | |
JP6975426B2 (en) | Pipe roof construction method | |
CN212428709U (en) | Coal mine underground penetration deep hole loosening blasting hole sealing device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |