CN110295924A - A kind of shield tunnel ruggedized construction and construction method based on I-shaped steel plate - Google Patents
A kind of shield tunnel ruggedized construction and construction method based on I-shaped steel plate Download PDFInfo
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- CN110295924A CN110295924A CN201910439289.XA CN201910439289A CN110295924A CN 110295924 A CN110295924 A CN 110295924A CN 201910439289 A CN201910439289 A CN 201910439289A CN 110295924 A CN110295924 A CN 110295924A
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- reinforcing
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 110
- 239000010959 steel Substances 0.000 title claims abstract description 110
- 238000010276 construction Methods 0.000 title claims abstract description 40
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 41
- 238000000465 moulding Methods 0.000 claims abstract description 6
- 238000003466 welding Methods 0.000 claims abstract description 4
- 239000000203 mixture Substances 0.000 claims abstract 2
- 230000002787 reinforcement Effects 0.000 claims description 20
- 230000005641 tunneling Effects 0.000 claims description 16
- 238000000034 method Methods 0.000 claims description 14
- 239000000853 adhesive Substances 0.000 claims description 13
- 230000001070 adhesive effect Effects 0.000 claims description 13
- 238000005728 strengthening Methods 0.000 claims description 13
- 201000010099 disease Diseases 0.000 claims description 7
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 claims description 7
- 239000000945 filler Substances 0.000 claims description 7
- 239000011230 binding agent Substances 0.000 claims description 6
- 239000011248 coating agent Substances 0.000 claims description 6
- 238000000576 coating method Methods 0.000 claims description 6
- 238000005336 cracking Methods 0.000 claims description 6
- 230000010412 perfusion Effects 0.000 claims description 6
- 239000000126 substance Substances 0.000 claims description 6
- 239000004567 concrete Substances 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 claims description 4
- 150000001875 compounds Chemical class 0.000 claims description 4
- 239000012141 concentrate Substances 0.000 claims description 4
- 238000011156 evaluation Methods 0.000 claims description 4
- 238000004382 potting Methods 0.000 claims description 4
- 238000007788 roughening Methods 0.000 claims description 4
- 239000000741 silica gel Substances 0.000 claims description 4
- 229910002027 silica gel Inorganic materials 0.000 claims description 4
- 239000002904 solvent Substances 0.000 claims description 4
- 239000004593 Epoxy Substances 0.000 claims description 3
- 238000005259 measurement Methods 0.000 claims description 3
- 238000005498 polishing Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 4
- 238000007596 consolidation process Methods 0.000 abstract description 3
- 238000007569 slipcasting Methods 0.000 abstract description 3
- 239000000428 dust Substances 0.000 description 4
- 230000003902 lesion Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000007494 plate polishing Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/08—Lining with building materials with preformed concrete slabs
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/15—Plate linings; Laggings, i.e. linings designed for holding back formation material or for transmitting the load to main supporting members
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The present invention relates to a kind of shield tunnel ruggedized constructions and construction method based on I-shaped steel plate, the ruggedized construction includes the I-shaped steel plate being bonded in at the shield duct piece intrados in reinforcing area, the I-shaped steel plate unit that the I-shaped steel plate is arranged side by side by muti-piece is constituted, each I-shaped steel plate unit is by the edge of a wing, top plate, web and bottom plate are integrally formed, adjacent I-shaped steel plate unit one-pass molding passes through edge of a wing welding or connector connection molding, the edge of a wing is arranged around top plate, top plate, web and bottom plate are arranged in a mutually vertical manner composition closure square hole, its arranged direction is along tunnel circumferential direction.Compared with prior art, the present invention has many advantages, such as that reinforcing mode multiplicity, consolidation effect is significant, slip casting is full, rigidity is big.
Description
Technical field
The present invention relates to construction engineering technical fields, reinforce knot more particularly, to a kind of shield tunnel based on I-shaped steel plate
Structure and construction method.
Background technique
Shield tunnel is bolted by section of jurisdiction, with being continuously increased for the operation time limit, including formation condition, vehicle
Operation, surrounding enviroment plus unloading etc. unfavorable conditions influence so that shield tunnel locally occur tunnel segment structure deformation and
Phenomena such as cracking, concrete removing, percolating water, consolidation process is such as carried out not in time, will jeopardize traffic safety.Shield common at present
Structure Segment rehabilitation reinforcement technique includes interior steel ring method for strengthening, pastes composite cavity method for strengthening, lateral grouting and reinforcing method etc., but both
With the presence of the problem that method cost is high, construction is complicated, long in time limit, consolidation effect is limited.
Summary of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide one kind to be based on I-shaped steel plate
Shield tunnel ruggedized construction and construction method.
The purpose of the present invention can be achieved through the following technical solutions:
A kind of shield tunnel ruggedized construction based on I-shaped steel plate, which includes being bonded in in reinforcing area
I-shaped steel plate at shield duct piece intrados, the I-shaped steel plate unit that the I-shaped steel plate is arranged side by side by muti-piece are constituted, often
A I-shaped steel plate unit by the edge of a wing, top plate, web and bottom plate be integrally formed, adjacent I-shaped steel plate unit one-pass molding or
It is arranged around top plate by edge of a wing welding or connector connection molding, the edge of a wing, top plate, web and bottom plate are mutually perpendicular to
Setting constitutes closure square hole, and arranged direction is along tunnel circumferential direction.
Filling hole is preset on the bottom plate, is passed through filling hole in the closure square hole and is filled filler.
The edge of a wing is mutually bonded by binder with to the shield duct piece intrados in reinforcing area, and is opened thereon
If hole for the expansion bolt, the binder is no-solvent type modified epoxy class steel bonding potting compound or silica gel.
The filler is micro-expansion cement mortar or slightly expanded concrete.
The reinforcement form of the ruggedized construction includes rigidity reinforcement form and the tunneling borings such as connector local stiffening form, tunneling boring
Variation rigidity reinforcement form.
When section of jurisdiction ring integrality is without deformation, only when opening or cracking occur in local joint location, then connector office is selected
Portion's reinforcement form is arranged to the shield duct piece joint location in reinforcing area using monolithic or muti-piece I-shaped steel plate, and passed through
Expansion bolt on the edge of a wing is fixed.
When section of jurisdiction, there is overall deformation in ring, and the serious damages such as percolating water, leakage is husky, convergent deformation is larger occurs in section of jurisdiction ontology
When, then select reinforcement form for the rigidity reinforcement form such as tunneling boring, I-shaped steel plate is arranged along tunnel circumferential direction wholecircle, and passes through the edge of a wing
On expansion bolt be fixed.
When section of jurisdiction, there is overall deformation in ring, but damage concentrates at duct piece connector, when section of jurisdiction ring body is without obvious disease then
Select reinforcement form for tunneling boring variation rigidity reinforcement form, it is circumferentially disposed along tunnel using muti-piece I-shaped steel plate, adjacent two pieces
It is reinforced by way of steel bonding between I-shaped steel plate, to form tunnel circumferential direction wholecircle arrangement.
A kind of construction method of the shield tunnel ruggedized construction based on I-shaped steel plate, comprising the following steps:
Step 1: tunnel safety assessment is carried out according to the measurement result of shield tunnel deformation, specifically:
According to the cracking, faulting of slab ends, connector of duct pieces of shield tunnel opening, section of jurisdiction annular strain, seam percolating water and leakage silt
Situation carries out tunnel structure safety evaluation, obtains corresponding assessment section and belongs to local lesion or whole damage, is general
Slight damage or serious damage；
Step 2: according to safety evaluation as a result, selection shield tunnel Scheme of Strengthening, the Scheme of Strengthening include connector part
The rigidity such as Scheme of Strengthening, tunneling boring Scheme of Strengthening and tunneling boring variation rigidity Scheme of Strengthening, while determining and reinforcing rigidity；
Step 3: according to determining reinforcing rigidity, making I-shaped steel plate, and preset filling hole on I-shaped steel plate, by work shape
The web of steel plate is harmonious along tunnel circumferential direction spread, cambered surface and the duct pieces of shield tunnel intrados of I-shaped steel plate；
Step 4: the shield duct piece treated in reinforcing area is polished using angle grinder, is exposed fresh face and is removed surface
Dust, while polishing roughening is carried out to I-shaped steel plate using angle grinder；
Step 5: to the shield duct piece and I-shaped steel plate contact position adhesive stripe-coating in reinforcing area, and to I-shaped steel plate
Unit pressurizes, and overflows adhesive from I-shaped steel plate surrounding；
Step 6: carrying out block construction according to size is reinforced, repeat step 5, and each block of I-shaped steel plate is connected as one
A entirety；
Step 7: the perfusion of object is filled by filling preset on I-shaped steel plate hole.
In the reinforcing process of step 5 and step 7, avoid the strenthening member in reinforcing process de- by adding fixation means
It falls, guarantees that the construction safety in reinforcing process, the fixation means are expansion bolt or chemical bolt.
Compared with prior art, the invention has the following advantages that
1, reinforcing mode maneuverability of the present invention has needle in conjunction with duct pieces of shield tunnel ring stiffness feature according to assessment result
Local stiffening to property carried out using rigidity biggish I-shaped steel plate to rigidity weak spot (at duct piece connector), and section of jurisdiction ontology root
According to the extent of damage, corresponding selection is not reinforced, using the modes such as the lesser steel plate reinforcement of rigidity or section of jurisdiction ring integral reinforcing, works as section of jurisdiction
Ring integrality is preferable, and when only opening or cracking occur in local joint location, the side of drum plate joint local stiffening can be used
Formula, when section of jurisdiction, there is overall deformation in ring, but damage concentrates on duct piece connector, when section of jurisdiction ring body is without obvious disease, can be used complete
Section variation rigidity reinforcement means；When section of jurisdiction, there is overall deformation in ring, and when section of jurisdiction ontology also has more serious disease, should be using complete
The rigidity reinforcement means such as section.
2, drum steel plate be close to duct pieces of shield tunnel lateral edge section of jurisdiction ring direction use with the consistent radian of section of jurisdiction ring intrados,
Square hole bottom along each closure in tunnel axis direction is plane, has enough contacts area convenient viscous with tunnel segment structure
Knot.
3, I-shaped steel plate is used in the present invention, circumferential direction forms rectangular wavy ruggedized construction in section of jurisdiction, effectively increases
The rigidity of structure, while comprehensive engagement between I-shaped steel plate and section of jurisdiction, can ensure that effective bonding of I-shaped steel plate and section of jurisdiction, make to reinforce
Significant effect improves.
4, I-shaped steel plate of the invention uses closure square hole, more slip castings can be accommodated, so that slip casting is fuller
It is full, the compression of I-shaped steel plate is effectively increased, by curved and the shear behavior, in addition, due to using top plate with a closed top, more
The contact area with duct pieces of shield tunnel is increased, rigidity is effectively increased.
Detailed description of the invention
Fig. 1 is I-shaped steel plate schematic cross-sectional view.
Fig. 2 is the cross-sectional view of the structure in I-shaped steel plate reinforcing shield tunnel.
Fig. 3 is the plane outspread drawing of I-shaped steel plate.
Fig. 4 is the cross-sectional view that I-shaped steel plate carries out duct pieces of shield tunnel ring joint local stiffening.
Fig. 5 is the cross-sectional view that I-shaped steel plate carries out the reinforcing of tunneling boring variation rigidity.
Fig. 6 is the cross-sectional view that I-shaped steel plate carries out that the rigidity such as tunneling boring are reinforced.
Specific embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
Embodiment
In order to realize invention technological means, create feature, reach purpose and effect is easy to understand, below in conjunction with
It is specifically illustrating, the present invention is further elaborated.
As shown in Figure 1-3, the present invention provides a kind of shield tunnel ruggedized construction based on I-shaped steel plate, the ruggedized construction packet
Include the I-shaped steel plate being bonded in at the shield duct piece intrados in reinforcing area, the work shape that I-shaped steel plate is arranged side by side by muti-piece
Steel plate unit, each I-shaped steel plate unit are made of the integrally formed edge of a wing, top plate, web and bottom plate, adjacent I-shaped steel
Plate unit is welded by the edge of a wing or connector connects, and top plate, web and bottom plate constitute the square hole of closure, and arranged direction is
Preset filling hole along tunnel circumferential direction, on bottom plate, filler filled by filling hole in square hole, the edge of a wing by binder with to
Shield duct piece intrados in reinforcing area mutually bonds, and opens up hole for the expansion bolt thereon, and binder changes for no-solvent type
Property epoxy resin steel bonding potting compound or silica gel, filler is micro-expansion cement mortar or slightly expanded concrete.
The present invention provides a kind of construction method in I-shaped steel plate reinforcing shield tunnel, includes the following steps:
S1 measures shield tunnel deformation, carries out tunnel safety assessment according to measurement result, specifically:
According to the cracking, faulting of slab ends, connector of duct pieces of shield tunnel opening, section of jurisdiction annular strain, seam percolating water and leakage silt situation, carry out
Tunnel structure safety evaluation obtains corresponding assessment section and belongs to local lesion or whole damage, is general slight damage
Or serious damage；
S2 selects shield tunnel Scheme of Strengthening according to the assessment result of S1, and Scheme of Strengthening includes connector local stiffening, complete
The rigidity such as section are reinforced and tunneling boring variation rigidity Scheme of Strengthening, while determining and reinforcing rigidity；
S3 makes I-shaped steel plate unit according to the reinforcing rigidity that S2 is determined, can preset and fill out on I-shaped steel plate as needed
Hole is filled, for the web of I-shaped steel plate unit along tunnel circumferential direction spread, I-shaped steel plate cambered surface is consistent with duct pieces of shield tunnel intrados；
S4, the shield duct piece treated in reinforcing area are polished using angle grinder, must expose fresh face, remove surface ash
Dirt, while polishing roughening is carried out to I-shaped steel plate with angle grinder；
S5, to the shield duct piece and I-shaped steel plate contact position adhesive coating in reinforcing area, the adhesive is nothing
Solvent type modified epoxy class steel bonding potting compound or silica gel, and pressurize to I-shaped steel plate, make adhesive from I-shaped steel plate
Surrounding is overflowed, and needs increase to be fixed temporarily facility in work progress, strenthening member in reinforcing process is avoided to fall off.It can be as needed
Increase section of jurisdiction fixation means, including expansion bolt and chemical bolt；
S6 carries out block construction according to size is reinforced, repeats S5, and by each piece in the form of welding or connector
I-shaped steel plate is connected as an entirety.
S7 can be filled the perfusion of object as needed by filling preset on I-shaped steel plate hole, and the filler is
Micro-expansion cement mortar or slightly expanded concrete.It needs to increase in work progress and is fixed temporarily facility, avoid in reinforcing process
Strenthening member falls off.
Embodiment 1:
According to assessment result, section of jurisdiction ring integrality is preferable, and only local joint location occurs opening or crack, and determines and uses
Duct pieces of shield tunnel ring joint local stiffening scheme, as shown in Figure 4.Reinforcing area is beaten using angle grinder to be waited for shield duct piece
Fresh face is ground and exposed, dust is removed completely, while I-shaped steel plate being polished with angle grinder and is roughened；In to reinforcing area
Shield duct piece and I-shaped steel plate contact position adhesive coating, and carrying out pressurization to I-shaped steel plate overflows adhesive from surrounding, root
Interal fixation facility, such as expansion bolt or chemical bolt can be increased according to needs；It carries out block construction and is welded or used
Steel plate is connected as entirety by connector；As needed, the perfusion of object is filled by filling preset on work shape plate hole.
Embodiment 2:
According to assessment result, there is overall deformation in section of jurisdiction ring, but disease concentrates on duct piece connector, and section of jurisdiction ring body is without obvious
Disease carries out tunneling boring variation rigidity reinforcement means using shield tunnel loop, as shown in Figure 5.Stabilization zone is waited for shield duct piece
Domain is polished and is exposed fresh face using angle grinder, and dust is understood completely, while with angle grinder by I-shaped steel plate and steel plate
Polishing roughening；It is carried out to the shield duct piece and I-shaped steel plate contact position adhesive coating in reinforcing area, and to I-shaped steel plate
Pressurization overflows adhesive from surrounding, can increase Interal fixation facility, such as expansion bolt or chemical bolt as needed；It carries out
Block construction simultaneously weld or steel plate is connected as entirety using connector；As needed, it is filled out by preset on work shape plate
Fill the perfusion that hole is filled object.
Embodiment 3:
According to assessment result, there is overall deformation in section of jurisdiction ring, and section of jurisdiction ontology also has more serious disease, using shield tunnel
Deferent loop carries out the rigidity reinforcement means such as tunneling boring, as shown in Figure 6.Reinforcing area is carried out using angle grinder to be waited for shield duct piece
It polishes and exposes fresh face, dust is understood completely, while I-shaped steel plate being polished with angle grinder and is roughened；In to reinforcing area
Shield duct piece and I-shaped steel plate contact position adhesive coating, and to I-shaped steel plate carry out pressurization make adhesive from surrounding overflow,
Interal fixation facility, such as expansion bolt or chemical bolt can be increased as needed；It carries out block construction and is welded or adopted
Steel plate is connected as entirety with connector；As needed, the perfusion of object is filled by filling preset on work shape plate hole.
Claims (10)
1. a kind of shield tunnel ruggedized construction based on I-shaped steel plate, which is characterized in that the ruggedized construction is to be added including being bonded in
Gu the I-shaped steel plate at shield duct piece intrados in region, the I-shaped steel plate list that the I-shaped steel plate is arranged side by side by muti-piece
Member is constituted, and each I-shaped steel plate unit is integrally formed by the edge of a wing, top plate, web and bottom plate, adjacent I-shaped steel plate unit one
Secondary molding is arranged around top plate, top plate, web and bottom by edge of a wing welding or connector connection molding, the edge of a wing
Plate is arranged in a mutually vertical manner composition closure square hole, and arranged direction is along tunnel circumferential direction.
2. a kind of shield tunnel ruggedized construction based on I-shaped steel plate according to claim 1, which is characterized in that described
Filling hole is preset on bottom plate, is passed through filling hole in the closure square hole and is filled filler.
3. a kind of shield tunnel ruggedized construction based on I-shaped steel plate according to claim 1, which is characterized in that described
The edge of a wing is mutually bonded by binder with to the shield duct piece intrados in reinforcing area, and opens up hole for the expansion bolt thereon,
The binder is no-solvent type modified epoxy class steel bonding potting compound or silica gel.
4. a kind of shield tunnel ruggedized construction based on I-shaped steel plate according to claim 2, which is characterized in that described
Filler is micro-expansion cement mortar or slightly expanded concrete.
5. a kind of shield tunnel ruggedized construction based on I-shaped steel plate according to claim 3, which is characterized in that the reinforcing
The reinforcement form of structure includes that the rigidity reinforcement forms such as connector local stiffening form, tunneling boring and tunneling boring variation rigidity reinforce shape
Formula.
6. a kind of shield tunnel ruggedized construction based on I-shaped steel plate according to claim 5, which is characterized in that work as section of jurisdiction
Ring is whole without deformation, only when opening or cracking occur in local joint location, then connector local stiffening form is selected, using monolithic
Or muti-piece I-shaped steel plate is arranged to the shield duct piece joint location in reinforcing area, and passes through the expansion bolt on the edge of a wing and carry out
It is fixed.
7. a kind of shield tunnel ruggedized construction based on I-shaped steel plate according to claim 5, which is characterized in that work as section of jurisdiction
There is overall deformation in ring, and when percolating water occurs in section of jurisdiction ontology, leakage is husky, convergent deformation is larger, then selecting reinforcement form is to break entirely
The rigidity reinforcement form such as face, I-shaped steel plate is arranged along tunnel circumferential direction wholecircle, and is fixed by the expansion bolt on the edge of a wing.
8. a kind of shield tunnel ruggedized construction based on I-shaped steel plate according to claim 5, which is characterized in that work as section of jurisdiction
There is overall deformation in ring, but damage concentrates at duct piece connector, then selected when section of jurisdiction ring body is without obvious disease reinforcement form for
Tunneling boring variation rigidity reinforcement form, it is circumferentially disposed along tunnel using muti-piece I-shaped steel plate, lead between two blocks of adjacent I-shaped steel plates
The mode for crossing steel bonding is reinforced, to form tunnel circumferential direction wholecircle arrangement.
9. a kind of construction method of application such as shield tunnel ruggedized construction of any one of the claim 1-8 based on I-shaped steel plate,
It is characterized in that, comprising the following steps:
Step 1: tunnel safety assessment is carried out according to the measurement result of shield tunnel deformation；
Step 2: according to safety evaluation as a result, selection shield tunnel Scheme of Strengthening, which includes connector local stiffening
The rigidity such as scheme, tunneling boring Scheme of Strengthening and tunneling boring variation rigidity Scheme of Strengthening, while determining and reinforcing rigidity；
Step 3: according to determining reinforcing rigidity, making I-shaped steel plate, and preset filling hole on I-shaped steel plate, by I-shaped steel plate
Web along tunnel circumferential direction spread, cambered surface and the duct pieces of shield tunnel intrados of I-shaped steel plate are harmonious；
Step 4: the shield duct piece treated in reinforcing area is polished using angle grinder, is exposed fresh face and is removed surface ash
Dirt, while polishing roughening is carried out to I-shaped steel plate using angle grinder；
Step 5: to the shield duct piece and I-shaped steel plate contact position adhesive stripe-coating in reinforcing area, and to I-shaped steel plate unit
It pressurizes, overflows adhesive from I-shaped steel plate surrounding；
Step 6: according to reinforce size carry out block construction, repeat step 5, and by each block of I-shaped steel plate be connected as one it is whole
Body；
Step 7: the perfusion of object is filled by filling preset on I-shaped steel plate hole.
10. construction method according to claim 9, which is characterized in that in the reinforcing process of step 5 and step 7, pass through
Adding fixation means avoids the strenthening member in reinforcing process from falling off, and guarantees the construction safety in reinforcing process, the fixation
Facility is expansion bolt or chemical bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910439289.XA CN110295924B (en) | 2019-05-24 | 2019-05-24 | Shield tunnel reinforcing structure based on H-shaped steel plate and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910439289.XA CN110295924B (en) | 2019-05-24 | 2019-05-24 | Shield tunnel reinforcing structure based on H-shaped steel plate and construction method |
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| Publication Number | Publication Date |
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| CN110295924A true CN110295924A (en) | 2019-10-01 |
| CN110295924B CN110295924B (en) | 2023-09-26 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112388255A (en) * | 2020-11-06 | 2021-02-23 | 安徽四建控股集团有限公司 | Automatic welding method based on T-shaped steel plate for bus stop board |
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| CN101089335A (en) * | 2006-06-16 | 2007-12-19 | 北京特希达科技有限公司 | Prestress rope anti-bend reinforced concrete structure and its reinforing method |
| CN103643965A (en) * | 2013-12-16 | 2014-03-19 | 上海市基础工程集团有限公司 | Repair and reinforcement construction methods for segments in formed tunnel |
| CN103775106A (en) * | 2014-01-27 | 2014-05-07 | 华南理工大学 | Structure for reinforcing tunnel by utilizing arch rings and method for reinforcing tunnel |
| CN204212781U (en) * | 2014-11-12 | 2015-03-18 | 中铁六局集团有限公司 | The secondary seal structure at hole in shield-tunneling construction |
| CN104989432A (en) * | 2015-05-29 | 2015-10-21 | 上海隧道工程有限公司 | Construction method for opening section steel grouting to reinforce tunnel |
| CN107060787A (en) * | 2017-06-19 | 2017-08-18 | 湖南大学 | A kind of reinforcement means of duct pieces of shield tunnel |
| CN109026061A (en) * | 2018-09-06 | 2018-12-18 | 上海市机械施工集团有限公司 | Form the bracing means and its installation method of shield duct piece in tunnel |
-
2019
- 2019-05-24 CN CN201910439289.XA patent/CN110295924B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101089335A (en) * | 2006-06-16 | 2007-12-19 | 北京特希达科技有限公司 | Prestress rope anti-bend reinforced concrete structure and its reinforing method |
| CN103643965A (en) * | 2013-12-16 | 2014-03-19 | 上海市基础工程集团有限公司 | Repair and reinforcement construction methods for segments in formed tunnel |
| CN103775106A (en) * | 2014-01-27 | 2014-05-07 | 华南理工大学 | Structure for reinforcing tunnel by utilizing arch rings and method for reinforcing tunnel |
| CN204212781U (en) * | 2014-11-12 | 2015-03-18 | 中铁六局集团有限公司 | The secondary seal structure at hole in shield-tunneling construction |
| CN104989432A (en) * | 2015-05-29 | 2015-10-21 | 上海隧道工程有限公司 | Construction method for opening section steel grouting to reinforce tunnel |
| CN107060787A (en) * | 2017-06-19 | 2017-08-18 | 湖南大学 | A kind of reinforcement means of duct pieces of shield tunnel |
| CN109026061A (en) * | 2018-09-06 | 2018-12-18 | 上海市机械施工集团有限公司 | Form the bracing means and its installation method of shield duct piece in tunnel |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112388255A (en) * | 2020-11-06 | 2021-02-23 | 安徽四建控股集团有限公司 | Automatic welding method based on T-shaped steel plate for bus stop board |
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| Publication number | Publication date |
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| CN110295924B (en) | 2023-09-26 |
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