CN106640097B - A kind of novel shield balance originating and receive sleeve arrangement - Google Patents
A kind of novel shield balance originating and receive sleeve arrangement Download PDFInfo
- Publication number
- CN106640097B CN106640097B CN201610792320.4A CN201610792320A CN106640097B CN 106640097 B CN106640097 B CN 106640097B CN 201610792320 A CN201610792320 A CN 201610792320A CN 106640097 B CN106640097 B CN 106640097B
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- connecting plate
- annular connecting
- steel skeleton
- skeleton
- detachably connected
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 43
- 239000010959 steel Substances 0.000 claims abstract description 43
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 17
- 230000007704 transition Effects 0.000 claims abstract description 9
- 230000008676 import Effects 0.000 abstract description 2
- 238000007789 sealing Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000008239 natural water Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000035772 mutation Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000012954 risk control Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
A kind of novel shield balance originating and sleeve arrangement is received, with the problem for effectively avoiding leakproofness difference and complexity present in the steel bushing being widely used at present high, saves investment, guarantee the safety of shield export & import.Including the transition connection ring being set at portal on active well inwall, the inside of the transition connection ring and the front end of rigid backbone are detachably connected, the rigid backbone rear end is removably connected with grid frame rear cover, and flexible water liner is circumferentially around covering rigid backbone inner wall and grid coverage skeleton rear cover medial surface.The rigid backbone includes front end annular connecting plate, rear end annular connecting plate, and longitudinal gap is set to circumferential steel skeleton between the two, it further include circumferentially spaced longitudinal steel skeleton, the both ends of each longitudinal direction steel skeleton are detachably connected with front end annular connecting plate, rear end annular connecting plate respectively, and circumferential steel skeleton is detachably connected with longitudinal steel skeleton.
Description
Technical field
The present invention relates to shield tunnel, in particular to a kind of novel shield balance originating and reception sleeve arrangement.
Background technique
Shield and pipe jacking tunnel engineering method are most widely used and most important engineering technology in current construction of underground tunnel,
Has the advantages that safety, quick, quality control and construction environment is good.Originating and receiving for shield machine and push-bench is always shield
Heavy difficult point in constructing tunnel is even more especially risk control weak, shield and push pipe are originated and received in water rich strata
Difficult point.Using steel bushing balance originating and a kind of technology that shield machine is new opplication in recent years is received, core technology is to adopt
It is mounted at portal with a reusable sealing steel bushing, by filling sand and water and is pressurizeed, form one and portal
The environment that the natural Water And Earth Pressures in end point balance each other, shield machine do not have water and soil pressure at one originating and be equivalent in receive process
It is completed in the environment of power mutation, to ensure that safety.Steel bushing balance originating has obtained in constructing metro tunnel with reception
Application.
From the above it can be seen that keeping the Water And Earth Pressures in steel bushing to balance each other with the natural Water And Earth Pressures in portal end point is
Steel bushing balance originating and one of the key for receiving success.But it is rigid structure since steel bushing is all steel material, and point
It is assembled for 3~4 pieces, each piecemeal of steel bushing inevitably occurs centainly in transport, lifting and use process
Deformation, causes piecemeal seam crossing not can guarantee closely connected, so that sealing performance is greatly reduced, so that leak and gas leakage, cannot keep
Water And Earth Pressures in sleeve.
In addition steel bushing use full steel structure, there is problems: weight and volume is larger, transport and assembly be not easy,
Processing is complicated and cost is higher.
Therefore it is very necessary for designing a set of sleeve arrangement easy, that sealing performance is excellent.
Patent of invention content
Technical problem to be solved by the invention is to provide a kind of novel shield balance originating and sleeve arrangement is received, to have
Effect avoids leakproofness difference present in the steel bushing that is widely used at present and the high problem of complexity, saves investment, guarantees shield
The safety of export & import.
The technical solution adopted by the present invention to solve the technical problems is as follows:
A kind of novel shield balance originating of the invention and sleeve arrangement is received, including is set to active well liner at portal
Transition connection ring on wall, it is characterized in that: the inside of the transition connection ring and the front end of rigid backbone are detachably connected, this is just
Property skeleton rear end be removably connected with grid frame rear cover, flexible water liner is circumferentially around covering rigid backbone inner wall and covering
Grid frame rear cover medial surface;The rigid backbone includes front end annular connecting plate, rear end annular connecting plate and longitudinal gap
It is set to circumferential steel skeleton between the two, further includes circumferentially spaced longitudinal steel skeleton, the both ends of each longitudinal direction steel skeleton
It is detachably connected respectively with front end annular connecting plate, rear end annular connecting plate, circumferential steel skeleton detachably connects with longitudinal steel skeleton
It connects.
The invention has the advantages that principle is simple using the structural system of rigid flexible system, rigid backbone is detachable and group
Dress is easy to transport and assembled, while being sealed using flexible material liner, even if rigid backbone has centainly after a number of uses
Deformation nor affects on the sealing performance and use of sleeve, strong applicability, and can be made according to different shield diameters corresponding big
Small sleeve arrangement has wide promotion prospect;It is easily-deformable to efficiently solve common steel bushing at present, poor sealing performance,
Weight and volume is larger, transport and assembly are not easy, processs complexity and the higher problem of cost, so as to avoid existing steel bushing by
Water And Earth Pressures bad in sealing performance, internal are difficult to maintain caused construction risk to increase, the hair of even surface collapse accident
It is raw.
Detailed description of the invention
This specification includes following eight width attached drawing:
Fig. 1 is a kind of novel shield balance originating of the present invention and the main view for receiving sleeve arrangement;
Fig. 2 is the sectional view of the line A-A along Fig. 1;
Fig. 3 is a kind of novel shield balance originating of the present invention and the dismantling schematic diagram for receiving sleeve arrangement;
Fig. 4 is the enlarged drawing of the part B in Fig. 1;
Fig. 5 is a kind of novel shield balance originating of the present invention and the main view for receiving circumferential steel skeleton 14 in sleeve arrangement;
Fig. 6 is a kind of novel shield balance originating of the present invention and the main view for receiving grid frame rear cover in sleeve arrangement;
Fig. 7 is a kind of novel shield balance originating of the present invention and the side view for receiving grid frame rear cover in sleeve arrangement;
Fig. 8 is a kind of novel shield balance originating of the present invention and the main view for receiving sleeve arrangement medial end portions liner rubber cord
Figure;
Component and corresponding label: active well inwall 1, reaction frame 2, transition connection ring 3, rigid backbone are shown in figure
10, front end annular connecting plate 11a, rear end annular connecting plate 11b, grid frame rear cover (only using when shield receives) 12 are soft
Property water-resistant liner 13, main body liner rubber cord 13a, end liners rubber cord 13b, circumferential steel skeleton 14, circumferential connecting pin
Plate 14a, longitudinal steel skeleton 15, longitudinally connected end plate 15a.
Specific embodiment
With reference to the accompanying drawing, by taking shield receives as an example, the present invention is further described.
Referring to Figures 1 and 2, a kind of novel shield balance originating of the invention and sleeve arrangement is received, including is set to hole
Transition connection ring 3 at door on active well inwall 1.The inside of the transition connection ring 3 and the front end of rigid backbone 10 are removable
Connection is unloaded, which is removably connected with grid frame rear cover 12, and flexible water liner 13 is circumferentially around covering
12 medial surface of 10 inner wall of rigid backbone and grid coverage skeleton rear cover.When construction, first by rigid backbone 10, grid frame rear cover 12
It is assembled into sleeve-shaped, then hangs up flexible water liner 13 in rigid backbone 10, so that formation one is reusable close
Envelope sleeve arrangement is mounted at portal, which is the structural system of rigid flexible system.When in use, to filling sand and water inside it
And pressurize, flexible water liner 13 expansion but can will be limited to rigid backbone 10 outward after pressurization, inside the two is born jointly
Pressure guarantee structure safety, formed an environment to balance each other with the natural Water And Earth Pressures in portal end point, shield machine originate with
It is equivalent in receive process and is completed in an environment without Water And Earth Pressures mutation, to efficiently solve current Common Steels
Sleeve is easily-deformable, and poor sealing performance, weight and volume are larger, transport and assembly is not easy, processes the complicated and higher problem of cost,
Construction risk is effectively reduced, avoids that surface collapse occurs.Since structure is simple, phase can be made according to different shield diameters
The sleeve arrangement for the size answered.
Referring to Fig.1 and Fig. 4, the rigid backbone 10 include front end annular connecting plate 11a, rear end annular connecting plate 11b, with
And longitudinal gap is set to circumferential steel skeleton 14 between the two, further includes circumferentially spaced longitudinal steel skeleton 15, it is each vertical
It is detachably connected respectively with front end annular connecting plate 11a, rear end annular connecting plate 11b to the both ends of steel skeleton 15, circumferential reinforcing bar
Frame 14 is detachably connected with longitudinal steel skeleton 15.
Referring to Fig. 3 and Fig. 4, Fig. 5, as a preferred embodiment, for convenient in manufacturing and constructing installation, tear open
It removes, the front end annular connecting plate 11a, rear end annular connecting plate 11b and circumferential steel skeleton 14 are in semi-annular shape, and both ends have
Circumferential connection board 14a is detachably connected and is formed loopful, i.e. rigid backbone by bolt assembly and two longitudinal steel skeletons 15
10 are docked by upper and lower two semicircular structures.
Referring to Fig. 3, the both ends of each longitudinal steel skeleton 5 have longitudinally connected end plate 15a, pass through bolt assembly and front end
Annular connecting plate 11a, rear end annular connecting plate 11b are detachably connected.
Referring to Figure 1 and Figure 3, Fig. 8, the flexible water liner 13 include the main body liner rubber cord being bonded as one
13a and end liners rubber cord 13b, main body liner rubber cord 13a are circumferentially around covering 10 inner wall of rigid backbone, in end
Serve as a contrast 12 medial surface of rubber cord 13b grid coverage skeleton rear cover.Main body liner rubber cord 13a and end liners rubber cord
13b selects tensile strength and the preferable flexible material of toughness, seam crossing that can guarantee extraordinary leakproofness.
Referring to figure 6 and figure 7, the grid frame rear cover 12 is made of staggered lateral rib, lengthways of rod, inner end
It is welded to connect with rear end annular connecting plate 11b.
The above, which only explains through diagrams, novel shield balance originating of the invention a kind of and receives the one of sleeve arrangement
A little principles are not intended to for the present invention being confined in shown and described specific structure and the scope of application, therefore all possibility
The corresponding modification being utilized and equivalent belong to the applied the scope of the patents of the present invention.
Claims (4)
1. a kind of novel shield balance originating and reception sleeve arrangement, including being set at portal on active well inwall (1)
Transition connection ring (3), it is characterized in that: the inside of the transition connection ring (3) and the front end of rigid backbone (10) are detachably connected,
Rigid backbone (10) rear end is removably connected with grid frame rear cover (12), and flexible water liner (13) is rigid circumferentially around covering
Property skeleton (10) inner wall and grid coverage skeleton rear cover (12) medial surface;The rigid backbone (10) includes front end annular connecting plate
(11a), rear end annular connecting plate (11b) and longitudinal gap are set to circumferential steel skeleton (14) between the two, further include week
To spaced longitudinal steel skeleton (15), the both ends of each longitudinal direction steel skeleton (15) respectively with front end annular connecting plate (11a), after
End annular connecting plate (11b) is detachably connected, and circumferential steel skeleton (14) is detachably connected with longitudinal steel skeleton (15).
2. a kind of novel shield balance originating as described in claim 1 and reception sleeve arrangement, it is characterized in that: the front end ring
Shape connecting plate (11a), rear end annular connecting plate (11b) and circumferential steel skeleton (14) are in semi-annular shape, and both ends have circumferential connect
End plate (14a) is met, be detachably connected by bolt assembly and two longitudinal steel skeletons (15) and forms loopful.
3. a kind of novel shield balance originating as claimed in claim 2 and reception sleeve arrangement, it is characterized in that: each longitudinal direction
The both ends of steel skeleton (15) have longitudinally connected end plate (15a), pass through bolt assembly and front end annular connecting plate (11a), rear end
Annular connecting plate (11b) is detachably connected.
4. a kind of novel shield balance originating as described in claim 1 and reception sleeve arrangement, it is characterized in that: described flexible anti-
Water liner (13) includes the main body liner rubber cord (13a) and end liners rubber cord (13b) being bonded as one, in main body
Rubber cord (13a) is served as a contrast circumferentially around covering rigid backbone (10) inner wall, end liners rubber cord (13b) grid coverage skeleton
Rear cover (12) medial surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610792320.4A CN106640097B (en) | 2016-08-31 | 2016-08-31 | A kind of novel shield balance originating and receive sleeve arrangement |
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Application Number | Priority Date | Filing Date | Title |
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CN201610792320.4A CN106640097B (en) | 2016-08-31 | 2016-08-31 | A kind of novel shield balance originating and receive sleeve arrangement |
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CN106640097A CN106640097A (en) | 2017-05-10 |
CN106640097B true CN106640097B (en) | 2019-04-12 |
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CN201610792320.4A Active CN106640097B (en) | 2016-08-31 | 2016-08-31 | A kind of novel shield balance originating and receive sleeve arrangement |
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Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN107387099A (en) * | 2017-08-07 | 2017-11-24 | 北京市市政四建设工程有限责任公司 | A kind of shield machine belt pressure reception device |
CN108397206A (en) * | 2018-03-08 | 2018-08-14 | 中铁建大桥工程局集团第四工程有限公司 | Arrival method of reseptance under short stabilization zone operating mode in rich water soft soil layer |
CN112879022B (en) * | 2021-01-21 | 2022-03-25 | 中亿丰建设集团股份有限公司 | Tunneling method of tunneling equipment for tunnel communication channel by means of flexible sleeve system |
CN112846593B (en) * | 2021-01-29 | 2022-09-16 | 中交二公局第三工程有限公司 | Steel sleeve launching device for shield construction |
CN113982654A (en) * | 2021-10-09 | 2022-01-28 | 中国建设基础设施有限公司 | Internal pressure type water and soil pressure control steel sleeve and construction method |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201407055Y (en) * | 2009-04-09 | 2010-02-17 | 上海建工(集团)总公司 | Sealing device applied in receiving pit of jacking pipe and tunneling construction |
CN201424941Y (en) * | 2009-06-15 | 2010-03-17 | 广东华隧建设股份有限公司 | Device for airtight starting and reaching of shield machine |
CN102748038A (en) * | 2012-07-11 | 2012-10-24 | 上海盾构设计试验研究中心有限公司 | Full-recovery shield tunnel enter and exit water stop device |
CN204436274U (en) * | 2014-12-19 | 2015-07-01 | 中铁十八局集团第四工程有限公司 | Shield structure receives and uses sealed soft steel bushing |
CN104806254A (en) * | 2014-01-26 | 2015-07-29 | 宏润建设集团股份有限公司 | Auxiliary device for shield tunneling machine to reach receiving position and auxiliary receiving construction method |
CN205315002U (en) * | 2015-12-16 | 2016-06-15 | 中铁工程装备集团机电工程有限公司 | Lightweight shield constructs to receive uses steel sleeve |
CN206016810U (en) * | 2016-08-31 | 2017-03-15 | 中铁二院工程集团有限责任公司 | A kind of novel shield balance originating and reception sleeve arrangement |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001254588A (en) * | 2000-03-10 | 2001-09-21 | Kidoh Construction Co Ltd | Arrival portal wall of pipe jacking method |
-
2016
- 2016-08-31 CN CN201610792320.4A patent/CN106640097B/en active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201407055Y (en) * | 2009-04-09 | 2010-02-17 | 上海建工(集团)总公司 | Sealing device applied in receiving pit of jacking pipe and tunneling construction |
CN201424941Y (en) * | 2009-06-15 | 2010-03-17 | 广东华隧建设股份有限公司 | Device for airtight starting and reaching of shield machine |
CN102748038A (en) * | 2012-07-11 | 2012-10-24 | 上海盾构设计试验研究中心有限公司 | Full-recovery shield tunnel enter and exit water stop device |
CN104806254A (en) * | 2014-01-26 | 2015-07-29 | 宏润建设集团股份有限公司 | Auxiliary device for shield tunneling machine to reach receiving position and auxiliary receiving construction method |
CN204436274U (en) * | 2014-12-19 | 2015-07-01 | 中铁十八局集团第四工程有限公司 | Shield structure receives and uses sealed soft steel bushing |
CN205315002U (en) * | 2015-12-16 | 2016-06-15 | 中铁工程装备集团机电工程有限公司 | Lightweight shield constructs to receive uses steel sleeve |
CN206016810U (en) * | 2016-08-31 | 2017-03-15 | 中铁二院工程集团有限责任公司 | A kind of novel shield balance originating and reception sleeve arrangement |
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CN106640097A (en) | 2017-05-10 |
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