CN205778883U - Jacking construction and the connection transfer device of shield-tunneling construction in a kind of tunnel - Google Patents
Jacking construction and the connection transfer device of shield-tunneling construction in a kind of tunnel Download PDFInfo
- Publication number
- CN205778883U CN205778883U CN201620431195.XU CN201620431195U CN205778883U CN 205778883 U CN205778883 U CN 205778883U CN 201620431195 U CN201620431195 U CN 201620431195U CN 205778883 U CN205778883 U CN 205778883U
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- CN
- China
- Prior art keywords
- interface
- shield
- construction
- jacking
- duct piece
- 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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Abstract
The utility model discloses jacking construction and the connection transfer device of shield-tunneling construction in a kind of tunnel, relate to lining cutting or the tunnel of not lining cutting or the apparatus field of drifting.This utility model includes that shape is jacking pipe joints interface and the shield duct piece interface of the annulus bodily form, the periphery wall of the jacking pipe joints interface be arrangeding in parallel and shield duct piece interface be respectively perpendicular with outer shroud along handing-over；The ribs of two interfaces it is provided perpendicular at a certain distance between described jacking pipe joints interface and shield duct piece interface；The upper edge handing-over on the internal perisporium of described jacking pipe joints interface and the internal ring edge of perpendicular setting；Described shield duct piece interface is also formed with bolt hole every a certain distance.This utility model can fully play jacking construction and the respective advantage of shield-tunneling construction, and engineering early stage first takes push pipe pattern, after take shield pattern, the least to the requirement of starting well floor space, be on the other hand also greatly saved construction costs.
Description
Technical field
This utility model relates to lining cutting or the tunnel of not lining cutting or the apparatus field of drifting, in specifically a kind of tunnel
Jacking construction and the connection transfer device of shield-tunneling construction.
Background technology
Current domestic construction of underground tunnel mainly takes push pipe and two kinds of construction methods of shield.Jacking construction is that one is not opened
Dig or the piping laying construction technology of few excavation, be the top power produced by means of jacking device in working pit, overcome pipeline
With the frictional force of surrounding soil, pipeline is headed in soil by the gradient of design, and the construction technology that the earthwork is transported.This technology is thorough
The end, solves the difficult problems such as the blocking in piping laying construction to the destruction of City Building and road traffic, is widely used in China edge
The no-dig technique paving of the various pipelines such as developed area, sea Urban Underground water supply and sewerage pipeline, natural gas petroleum pipeline, communication cable
If.Shield-tunneling construction is that a kind of use shield machine tunnels in underground, and under the protection of shield, in machine, the carrying out of safety excavates and serve as a contrast
Building operation, thus be built into the construction method in tunnel, the advantage such as efficient with it, safe and environment-friendly has been widely used in water conservancy, friendship
The fields such as logical, mining.
Jacking construction is little to active well dimensional requirement, but jacking construction is unfavorable for Alignment Design, it is impossible to meet turning requirement；
Shield-tunneling construction can realize turning, but because shield Backup system is the most more, starting well work surface is required higher, little work
Make well and cannot meet shield launching.
Utility model content
This utility model is contemplated to solve push pipe and the construction transfer problem of shield, a kind of tunnel proposed in tunnel
Interior jacking construction and the connection transfer device of shield-tunneling construction, thus play the respective advantage of push pipe and two kinds of construction technologies of shield.
This utility model realizes according to techniques below scheme.
In a kind of tunnel, jacking construction and the connection transfer device of shield-tunneling construction, be the push pipe of the annulus bodily form including shape
Tube coupling interface and shield duct piece interface, the jacking pipe joints interface be arrangeding in parallel divides with the periphery wall of shield duct piece interface
Not vertical joins with outer shroud edge；Arrange at a certain distance between described jacking pipe joints interface and shield duct piece interface
There is the ribs being perpendicular to two interfaces；The internal perisporium of described jacking pipe joints interface and the internal ring edge of perpendicular setting
Upper edge joins；Described shield duct piece interface is also formed with bolt hole every a certain distance.
Described jacking pipe joints interface joins with the middle part on outer shroud edge；The lower edge on shield duct piece interface and outer shroud edge is handed over
Connect.
The height on described internal ring edge is less than the distance between jacking pipe joints interface and shield duct piece interface.
Described connection transfer device is by outer shroud edge, jacking pipe joints interface, shield duct piece interface, internal ring edge and to add
The steel construction that strong rib is welded.
This utility model obtains following beneficial effect.
This utility model effectively solves push pipe and the construction transfer problem of shield in tunnel.So this practicality of design
Novel jacking construction and the respective advantage of shield-tunneling construction of can fully playing, engineering early stage first takes push pipe pattern, Ke Yijin
Row separate launching, the requirement to starting well floor space is relatively small；Meanwhile, the straightway in engineering early stage uses jacking construction
Method, curved section uses shield construction, the most substantially saves construction costs.This utility model simple in construction, easy construction, fully
Meet the construction needs of architectural engineering, have broad application prospects.
Accompanying drawing explanation
Fig. 1 is part-structure schematic diagram of the present utility model；
Fig. 2 is the front view of this utility model connecting jacking pipe joints side；
Fig. 3 is left view of the present utility model；
Fig. 4 is the enlarged drawing in A portion in Fig. 3.
Wherein: 1. outer shroud edge；2. jacking pipe joints interface；
3. shield duct piece interface；4. internal ring edge；
5. ribs；6. bolt hole.
Detailed description of the invention
Below in conjunction with the accompanying drawings and this utility model is described further by embodiment.
As Figure 1-4, in a kind of tunnel, jacking construction and the connection transfer device of shield-tunneling construction, be circle including shape
The jacking pipe joints interface 2 of ring body shape and shield duct piece interface 3, the jacking pipe joints interface 2 be arrangeding in parallel and shield duct piece
What the periphery wall of interface 3 was respectively perpendicular joins along 1 with outer shroud；At described jacking pipe joints interface 2 and shield duct piece interface 3
Between be provided perpendicular to the ribs 5 of two interfaces at a certain distance；The internal perisporium of described jacking pipe joints interface 2 and
The internal ring of perpendicular setting joins along the upper edge of 4；Described shield duct piece interface 3 is also formed every a certain distance
There is bolt hole 6.
Described jacking pipe joints interface 2 and outer shroud join along the middle part of 1；Shield duct piece interface 3 and outer shroud along 1 following
Along handing-over.
Described internal ring is less than the distance between jacking pipe joints interface 2 and shield duct piece interface 3 along the height of 4.
Described connection transfer device be by outer shroud along 1, jacking pipe joints interface 2, shield duct piece interface 3, internal ring be along 4
The steel construction being welded with ribs 5.
Using method of the present utility model is: after equipment hoisting is gone into the well, first that two ring shield duct pieces are assembled at shield tail
Cyclization, goes into the well this utility model lifting subsequently, and use bolt, will by the bolt hole 6 being arranged on shield duct piece interface 3
This utility model connects as one with shield duct piece；Jacking pipe joints is directly embedded into jacking pipe joints interface 2 and outer shroud along shape between 1
In the socket become, it is not necessary to bolt connects.
Claims (4)
1. jacking construction and a connection transfer device for shield-tunneling construction in tunnel, be the push pipe pipe of the annulus bodily form including shape
Joint interface (2) and shield duct piece interface (3), it is characterised in that: the jacking pipe joints interface (2) be arrangeding in parallel and shield pipe
What the periphery wall of sheet interface (3) was respectively perpendicular joins along (1) with outer shroud；At described jacking pipe joints interface (2) and shield pipe
The ribs (5) of two interfaces it is provided perpendicular at a certain distance between sheet interface (3)；Described jacking pipe joints has a common boundary
The upper edge handing-over of the internal perisporium in face (2) and internal ring edge (4) of perpendicular setting；On described shield duct piece interface (3)
It is also formed with bolt hole (6) every a certain distance.
Jacking construction and the connection transfer device of shield-tunneling construction in a kind of tunnel the most according to claim 1, its feature exists
In: described jacking pipe joints interface (2) joins along the middle part of (1) with outer shroud；Shield duct piece interface (3) and outer shroud edge (1)
Lower edge joins.
Jacking construction and the connection transfer device of shield-tunneling construction in a kind of tunnel the most according to claim 1, its feature exists
In: described internal ring is less than the distance between jacking pipe joints interface (2) and shield duct piece interface (3) along the height of (4).
Jacking construction and the connection transfer device of shield-tunneling construction in a kind of tunnel the most according to claim 1, its feature exists
In: described connection transfer device is along (1), jacking pipe joints interface (2), shield duct piece interface (3), internal ring edge by outer shroud
And the steel construction that is welded of ribs (5) (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620431195.XU CN205778883U (en) | 2016-05-13 | 2016-05-13 | Jacking construction and the connection transfer device of shield-tunneling construction in a kind of tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620431195.XU CN205778883U (en) | 2016-05-13 | 2016-05-13 | Jacking construction and the connection transfer device of shield-tunneling construction in a kind of tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205778883U true CN205778883U (en) | 2016-12-07 |
Family
ID=57410291
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620431195.XU Expired - Fee Related CN205778883U (en) | 2016-05-13 | 2016-05-13 | Jacking construction and the connection transfer device of shield-tunneling construction in a kind of tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205778883U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107387872A (en) * | 2017-06-08 | 2017-11-24 | 山东万广建设工程有限公司 | The tube coupling shield compatible apparatus of push pipe half and its coupling method |
| CN107916942A (en) * | 2017-11-21 | 2018-04-17 | 广州电力设计院 | The attachment device of pipe jacking tunnel tube coupling and duct pieces of shield tunnel |
| CN109184731A (en) * | 2018-08-30 | 2019-01-11 | 上海隧道工程有限公司 | Tube coupling structure and its construction method at combined type push pipe hole |
| CN109779641A (en) * | 2019-03-13 | 2019-05-21 | 大连理工大学 | A kind of compound seabed tunnel structure and construction method based on hydraulic pressure self-supporting characteristic |
| CN109838241A (en) * | 2017-11-27 | 2019-06-04 | 中国石油天然气集团公司 | A kind of push pipe-shield conversion equipment and construction equipment |
| CN109854272A (en) * | 2019-01-31 | 2019-06-07 | 中国矿业大学 | A kind of jacking pipe joints in rock mass light section channel |
| CN111255947A (en) * | 2020-01-19 | 2020-06-09 | 重庆大学 | Temporary pipe joint and pipe jacking construction method |
-
2016
- 2016-05-13 CN CN201620431195.XU patent/CN205778883U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107387872A (en) * | 2017-06-08 | 2017-11-24 | 山东万广建设工程有限公司 | The tube coupling shield compatible apparatus of push pipe half and its coupling method |
| CN107387872B (en) * | 2017-06-08 | 2019-11-12 | 山东万广建设工程有限公司 | - half tube coupling shield compatible apparatus of push pipe and its coupling method |
| CN107916942A (en) * | 2017-11-21 | 2018-04-17 | 广州电力设计院 | The attachment device of pipe jacking tunnel tube coupling and duct pieces of shield tunnel |
| CN109838241A (en) * | 2017-11-27 | 2019-06-04 | 中国石油天然气集团公司 | A kind of push pipe-shield conversion equipment and construction equipment |
| CN109184731A (en) * | 2018-08-30 | 2019-01-11 | 上海隧道工程有限公司 | Tube coupling structure and its construction method at combined type push pipe hole |
| CN109854272A (en) * | 2019-01-31 | 2019-06-07 | 中国矿业大学 | A kind of jacking pipe joints in rock mass light section channel |
| CN109854272B (en) * | 2019-01-31 | 2023-10-13 | 中国矿业大学 | Pipe jacking pipe joint of rock mass small-section channel |
| CN109779641A (en) * | 2019-03-13 | 2019-05-21 | 大连理工大学 | A kind of compound seabed tunnel structure and construction method based on hydraulic pressure self-supporting characteristic |
| CN109779641B (en) * | 2019-03-13 | 2023-12-15 | 大连理工大学 | Composite submarine tunnel structure based on hydraulic self-supporting characteristic and construction method |
| CN111255947A (en) * | 2020-01-19 | 2020-06-09 | 重庆大学 | Temporary pipe joint and pipe jacking construction method |
| CN111255947B (en) * | 2020-01-19 | 2020-11-27 | 重庆大学 | Temporary pipe joint and pipe jacking construction method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20180513 |