CN1470742A - Two-circle shield method tunnel lining structure - Google Patents

Two-circle shield method tunnel lining structure Download PDF

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Publication number
CN1470742A
CN1470742A CNA031156517A CN03115651A CN1470742A CN 1470742 A CN1470742 A CN 1470742A CN A031156517 A CNA031156517 A CN A031156517A CN 03115651 A CN03115651 A CN 03115651A CN 1470742 A CN1470742 A CN 1470742A
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CN
China
Prior art keywords
piece
tunnel
flying bird
circular
liner
Prior art date
Application number
CNA031156517A
Other languages
Chinese (zh)
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CN1321258C (en
Inventor
沈秀芳
曹文宏
杨志豪
申伟强
狄永媚
袁金荣
曹伟飚
Original Assignee
上海市隧道工程轨道交通设计研究院
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Application filed by 上海市隧道工程轨道交通设计研究院 filed Critical 上海市隧道工程轨道交通设计研究院
Priority to CNB031156517A priority Critical patent/CN1321258C/en
Publication of CN1470742A publication Critical patent/CN1470742A/en
Application granted granted Critical
Publication of CN1321258C publication Critical patent/CN1321258C/en

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Abstract

The present invention relates to the field of tunnel, in particular, it relates to a lining structure of double-circular shield construction tunnel. The form of said lining structure is a circular ring shaped pipeline formed from two crossed circular ring, and said circular ring mainly is made up by using large flying-bird block, small flying-bird block, vertical column block and standard blocks, in which the large flying-bird block is positioned in the bottom portion of the vertical column, and small flying-bird block is positioned in the top portion of the vertical column, and two sides of large flying-bird block and small flying-bird block are respectively connected into closed ring form by assembling standard blocks successively, and the block and block are fixedly connected.

Description

The liner structure in double-O-tube shield method tunnel
Technical field
The present invention relates to tunnel-like, the liner structure in particularly a kind of double-O-tube shield method tunnel.
Background technology
The development of China's shield structure technology starts from the 1950's, and Shanghai City particularly from the work of establishing in conjunction with subway in 1963, begins to carry out the development work of shield structure technology at weak water bearing ground in the Quaternary Period.Over more than 30 year, " earth pressure balanced shield, EPBS " two main developing stage of shield structure technology has mainly experienced the sixties " grid type shield structure " and eighties, these two kinds of shield structures that drop into the engineering use respectively have tens, built tens of diameters from multi-purpose tunnels such as 3 meters to 11 meters road, power plant, subway, municipal sewer, cables, mainly contain the tunnel, Da Pu road, meridian line tunnel, East Road, Yan'an in Shanghai City and in the tunnel of building, Dalian road, revive roads and tunnels such as East Road; One, No. two lines of subway of operation completely running tunnel, in the Brilliant Pearl Line second phase of the building running tunnel tunnel of awaiting a subway completely.Simultaneously, domestic other metropolitan subways also in construction, mainly contain one, No. two lines of Guangzhou Underground, First Phase Project of Shenzhen Metro, and Line of Nanjing Subway first stage of the project, No. 5 lines of Beijing Metro etc., and all these tunnels are single targe structure running tunnel.The simple structure that this traditional construction method major advantage is the lining cutting annulus, lining cutting assembly unit are convenient, fltting speed is fast or the like, this method is normally once tunneled and is finished a single circular tunnel, circular tunnel more than two if desired, just have only respectively tunneling construction, just therefore caused following drawback: one be two tunnels respectively construction can produce influencing each other of lining deformation; The 2nd, for the safe spacing (about 1 times of tunnel diameter) that guarantees two tunnels, strengthened the scale of shield structure active well, taken excessive, valuable urban underground space, particularly difficulty of construction is very big in a conned space; Three is to construct at twice in two tunnels, add additional workload such as the conversion of shield structure, dismounting, handling than once construction is big, thereby efficiency of construction is low.
Summary of the invention
The objective of the invention is according to above-mentioned the deficiencies in the prior art part, the liner structure in a kind of double-O-tube shield method tunnel is provided, the lining cutting annulus of two single circular tunnels is combined, once just can finish the tunneling construction of uplink and downlink running tunnel by a double-O-tube shield.
The object of the invention realizes being finished by following technical scheme:
Feature of the present invention is, the shape of this liner structure is two crossing circular pipelines, mainly constitute by big flying bird piece, little flying bird piece, column piece and the calibrated bolck more than two, wherein big flying bird piece is positioned at the bottom of column, little flying bird piece is positioned at the top of column, the both sides of large and small flying bird piece respectively by be circular-arc calibrated bolck successively assembly unit connect into closed circular, fixedly connected between piece and the piece.Alleged fixedly connected can be that pre-buried cast iron hand hole and nut connect with the short straight bolt of single head; Also can be that curved bolt is fixedlyed connected with nut with curved bolt hole by the boot-shaped hand hole that two pieces are reserved respectively; Also can be that straight bolt is fixedlyed connected with nut with straight bolt hole by the trapezoidal hand hole that two pieces are reserved respectively.
Two circular pipelines among the present invention intersect the location and depend on its diameter, and common two circle ring center are apart from being R-2R, and R is the outer radius of circular tunnel.
Liner structure of the present invention is connected connection just can become two circular tunnels.
Advantage of the present invention is, can save the underground space, reduces construction investment, speed up the work, improves construction quality, can improve the economic benefit of city underground, roads and tunnels investment greatly.
Summary of drawings
Accompanying drawing 1 is profile of the present invention;
Accompanying drawing 2 is the big flying bird piece of the present invention front view;
Accompanying drawing 3 is the big flying bird piece of the present invention vertical view;
Accompanying drawing 4 is the little flying bird piece of the present invention front view;
Accompanying drawing 5 is the little flying bird piece of the present invention vertical view;
Accompanying drawing 6 is column piece front view of the present invention;
Accompanying drawing 7 is column piece lateral view of the present invention;
Accompanying drawing 8 is calibrated bolck front view of the present invention;
Accompanying drawing 9 is calibrated bolck lateral view of the present invention;
Accompanying drawing 10 is connected mode I schematic diagram between piece of the present invention and the piece;
Accompanying drawing 11 is connected mode II schematic diagram between piece of the present invention and the piece;
Accompanying drawing 12 is connection side's formula III schematic diagram between piece of the present invention and the piece;
Concrete technical scheme
Feature of the present invention and other correlated characteristic are described in further detail by embodiment below in conjunction with accompanying drawing, so that technician's of the same trade understanding:
Shown in Fig. 1-12, always represent respectively: big flying bird piece (1), little flying bird piece (2), column piece (3), calibrated bolck (4), pre-buried cast iron hand hole (5), nut (6), boot-shaped hand hole (7), curved bolt hole (8), trapezoidal hand hole (9), straight bolt hole (10) with reference to label 1-10.
The shape of the described liner structure of present embodiment is two crossing circular pipelines, mainly constitute by big flying bird piece (1), little flying bird piece (2), column piece (3) and eight calibrated bolcks (4), wherein big flying bird piece (1) is positioned at the bottom of column (3), little flying bird piece (2) is positioned at the top of column (3), the both sides of large and small flying bird piece (1) (2) respectively by be circular-arc calibrated bolck (4) successively assembly unit connect into closed circular, fixedly connected between piece and the piece.Alleged fixedly connected can be that pre-buried cast iron hand hole (5) and nut (6) connect as Figure 10 with the short straight bolt of single head; Also can be that curved bolt is fixedlyed connected as Figure 11 with nut with curved bolt hole (8) by the boot-shaped hand hole (7) that two pieces are reserved respectively; Also can be that straight bolt is fixedlyed connected as Figure 12 with nut with straight bolt hole (10) by the trapezoidal hand hole (9) that two pieces are reserved respectively.
In the present embodiment, two ring center to center distance are 1.5 times of outer radius of circular tunnel.
The liner structure perforation connection of present embodiment just can be become two circular tunnels.

Claims (4)

1, the liner structure in a kind of double-O-tube shield method tunnel, comprise the calibrated bolck more than two, it is characterized in that, this structure also comprises big flying bird piece, little flying bird piece, column piece, wherein big flying bird piece is positioned at the bottom of column, little flying bird piece is positioned at the top of column, the both sides of large and small flying bird piece respectively by be circular-arc calibrated bolck successively assembly unit connect into closed circular, fixedly connected between piece and the piece.
2, the liner structure in a kind of double-O-tube shield method according to claim 1 tunnel, it is characterized in that described fixedly connected can be that pre-buried cast iron hand hole and nut connect with the short straight bolt of single head, perhaps can be that the boot-shaped hand hole that curved bolt is reserved by two pieces is respectively fixedlyed connected with nut with curved bolt hole or can be trapezoidal hand hole that straight bolt is reserved by two pieces respectively fixedly connected with nut with bolt hole directly.
3, the liner structure in a kind of double-O-tube shield method according to claim 1 tunnel is characterized in that described ring center to center distance R-2R, and R is the outer radius of circular tunnel.
4, according to the liner structure in claim 1 or 3 described a kind of double-O-tube shield method tunnels, it is characterized in that described ring center to center distance 1.5R, R is the outer radius of circular tunnel.
CNB031156517A 2003-03-04 2003-03-04 Two-circle shield method tunnel lining structure CN1321258C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB031156517A CN1321258C (en) 2003-03-04 2003-03-04 Two-circle shield method tunnel lining structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB031156517A CN1321258C (en) 2003-03-04 2003-03-04 Two-circle shield method tunnel lining structure

Publications (2)

Publication Number Publication Date
CN1470742A true CN1470742A (en) 2004-01-28
CN1321258C CN1321258C (en) 2007-06-13

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Family Applications (1)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100516462C (en) * 2005-09-22 2009-07-22 上海交通大学 Deviation correcting pressure weight method for side rolling in double circle shield tunnel construction
CN101363323B (en) * 2007-08-08 2010-07-14 同济大学 Pre-stress lining design method for shield tunnel
CN101614124B (en) * 2008-06-27 2011-12-07 中铁隧道集团有限公司 Method for synchronic construction of tunnelling of open-type hard rock tunnel boring machine and secondary lining

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2739079A1 (en) * 1977-08-30 1979-03-15 Zueblin Ag Multiple tunnel construction system - uses intermediate wall of pilot tunnel to support and guide measuring ring for adjacent tunnel
ES2258047T3 (en) * 2000-09-15 2006-08-16 Hochtief Aktiengesellschaft double tunnel.
CN2603201Y (en) * 2003-03-04 2004-02-11 上海市隧道工程轨道交通设计研究院 Lining structure for double-round shield construction method tunnel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100516462C (en) * 2005-09-22 2009-07-22 上海交通大学 Deviation correcting pressure weight method for side rolling in double circle shield tunnel construction
CN101363323B (en) * 2007-08-08 2010-07-14 同济大学 Pre-stress lining design method for shield tunnel
CN101614124B (en) * 2008-06-27 2011-12-07 中铁隧道集团有限公司 Method for synchronic construction of tunnelling of open-type hard rock tunnel boring machine and secondary lining

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Publication number Publication date
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Granted publication date: 20070613

Termination date: 20150304