CN109403993A - A kind of stake of glass fiber-reinforced polymer mesoporous and construction method for the maintenance cleaning of cutter head of shield machine front - Google Patents
A kind of stake of glass fiber-reinforced polymer mesoporous and construction method for the maintenance cleaning of cutter head of shield machine front Download PDFInfo
- Publication number
- CN109403993A CN109403993A CN201811470952.4A CN201811470952A CN109403993A CN 109403993 A CN109403993 A CN 109403993A CN 201811470952 A CN201811470952 A CN 201811470952A CN 109403993 A CN109403993 A CN 109403993A
- Authority
- CN
- China
- Prior art keywords
- cutter head
- shield machine
- stake
- mesoporous
- glass fiber
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 54
- 239000011521 glass Substances 0.000 title claims abstract description 43
- 229920002430 Fibre-reinforced plastic Polymers 0.000 title claims abstract description 38
- 239000011151 fibre-reinforced plastic Substances 0.000 title claims abstract description 38
- 238000012423 maintenance Methods 0.000 title claims abstract description 29
- 238000004140 cleaning Methods 0.000 title claims abstract description 28
- 239000004567 concrete Substances 0.000 claims abstract description 26
- 239000003365 glass fiber Substances 0.000 claims description 18
- 238000000034 method Methods 0.000 claims description 17
- 238000005553 drilling Methods 0.000 claims description 6
- 238000005520 cutting process Methods 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims 1
- 239000002689 soil Substances 0.000 abstract description 7
- 238000010586 diagram Methods 0.000 description 4
- 230000005641 tunneling Effects 0.000 description 4
- 230000008901 benefit Effects 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000012545 processing Methods 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
- 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
- E21D9/08—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield
-
- 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
-
- 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
- E21D9/003—Arrangement of measuring or indicating devices for use during driving of tunnels, e.g. for guiding machines
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)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The invention discloses a kind of stake of glass fiber-reinforced polymer mesoporous and construction method for the maintenance cleaning of cutter head of shield machine front, which includes the mesoporous stake skeleton being made of external glass fiber-reinforced polymer cage (2) and the mesoporous stake core that is made of the internal concrete (1) poured；Concrete (1) is provided with longitudinal hole (3), and the side wall of longitudinal hole (3) offers construction operation mouth (5) corresponding with cutter head of shield machine (4) position；The central axes of mesoporous stake are deviateed in the central axes of longitudinal hole (3), are biased to cutter head of shield machine (4) side.Cutter head of shield machine can be overhauled or be cleared up in the case where not opening a position by the mesoporous stake, operating personnel is not needed to enter Tu Cang and disturb soil layer smaller, construction cost can be reduced, shorten the construction period, while can also substantially reduce operating personnel's construction risk.
Description
Technical field
It is the present invention relates to shield tunnel design and construction technical field, in particular to a kind of to be overhauled for cutter head of shield machine front
The glass fiber-reinforced polymer mesoporous stake of cleaning and its construction method.
Background technique
Shield-tunneling construction engineering method due to having many advantages, such as not influenced by traffic above-ground, highly-safe, the construction period is short and becomes
Construction of Urban Rail Traffic first choice, main construction.But due to the uncertainty on stratum, the shield in tunneling process
Machine knife disk often will appear various problems, can not normally tunnel so as to cause shield machine, cutter head of shield machine in shield tunneling process
It is mainly shown as following two classes problem:
Problem one: shield is tunneled in sand-pebble layer, especially contains large-sized erratic boulder stratum, and it is tight often to will appear cutterhead abrasion
Weight or swaging clamp situation, at this moment need to place under repair to cutter head of shield machine, to guarantee the normal driving of shield.
Problem two: shield is tunneled in clay layer, and clay particle is easy to be attached on cutterhead under hyperbaric environment, is caused
Cutterhead is dead by paste, cutter can not cutting soil, boring parameter is abnormal, needs to clear up cutter head of shield machine.
For two problems that cutter head of shield machine in the above shield tunneling process often occurs, common solution is:
For problem one, currently used solution is that ground opens a position and abolishes, i.e., from ground construction vertical shaft, until cutterhead position
It sets, then construction personnel is directly lower arrives cutterhead position, carries out maintenance or tool changing to shield cutter.But this method investment compared with
Greatly, the construction period is longer, and in front of the breakage in installation of vertical shaft shield original state soil layer stability, need to carry out when shield pushes away again
Backfilling of earthwork abolishes main structure, not can guarantee construction quality, and working procedure is cumbersome on the whole, and economy is poor.
For problem two, currently used solution is to open a position.This method has main steps that: progress precipitation first
Operation, is down to shield bottom or less at least 0.5m for water level, then with soil layer in front of configured mud grouting and reinforcing shield, guarantees
The stabilization of face after shield opens a position, operating personnel enter in native storehouse, clear up " mud cake " in front of cutter head of shield machine.This kind of method
It needs that specially the face soil body in front of shield is reinforced and handled, the construction period is longer and construction cost is higher, and needs
Wanting operating personnel to enter has within the scope of the native storehouse of pressure, and risk is higher.
In conclusion at present for the processing side of cutter head of shield machine failure in shield tunneling process and knot " mud cake " phenomenon
Method: one side construction cost is higher, and the construction period is longer；On the other hand needing operating personnel to enter has in the native storehouse of pressure, constructs
Risk is higher, and especially under the geological conditions of rich water, working measure investment and construction risk can be bigger.
Summary of the invention
The present invention provides a kind of stake of glass fiber-reinforced polymer mesoporous and its construction party that cleaning is overhauled for cutter head of shield machine front
Method can be overhauled or be cleared up to cutter head of shield machine in the case where not opening a position, do not need operating personnel enter Tu Cang and
It is smaller to soil layer disturbance, construction cost can be reduced, shorten the construction period, while can also substantially reduce operating personnel's construction risk.
The technical solution adopted by the present invention to solve the technical problems is:
A kind of glass fiber-reinforced polymer mesoporous stake for the maintenance cleaning of cutter head of shield machine front, including by external glass fiber-reinforced polymer cage
The mesoporous stake skeleton of composition and the mesoporous stake core being made of the concrete that inside pours；The concrete is provided with longitudinal hole,
The side wall of the longitudinal hole offers construction operation mouth corresponding with cutter head of shield machine position；Deviate mesoporous in the central axes of longitudinal hole
Cutter head of shield machine side is biased in the central axes of stake.
Further, the glass fiber-reinforced polymer cage is by glass fiber-reinforced polymer main reinforcement, screw type glass fibre stirrup, round glass
Glass fiber bar reinforces stirrup and forms cylindrical cage body.
Further, the diameter of the mesoporous stake is not less than 1.5m, and the diameter of the longitudinal hole is not less than 0.8m, described vertical
Deviate 10 ~ 30cm of central axes of the mesoporous stake to the central axes in hole.
Further, the longitudinal hole aperture depth is located at cutter head of shield machine cross central line or less；The mesoporous stake
Long stake is more than cutter head of shield machine cross central line or less at least 2m.
Further, the construction operation mouth is that the cutter head of shield machine incision 30 ~ 50cm of mesoporous stake side wall is formed.
Further, concrete strength is preferably between C25 ~ C30.
A kind of construction method of front maintenance cleaning cutter head of shield machine, constructs the glass fiber-reinforced polymer mesoporous stake, maintenance
Personnel can utilize the construction operation mouth maintenance cleaning shield machine knife of side wall directly by arriving cutter head of shield machine position under longitudinal hole
Disk.
Including construction procedure in detail below:
1) it performs glass fibre rib concrete pile: in previously selected shield with regard to stop position, drilling is performed, then by multiple glass
Glass fiber bar is bound into glass fiber-reinforced polymer cage, and is transferred in drilling, casting concrete；
2) it bores longitudinal hole: after concrete reaches initial set, boring the longitudinal direction in glass fibre rib concrete pile with churning driven
Hole, hole location are biased to shield machine side；
3) open up construction operation mouth: cutting shield is tunneled forward, and cuts longitudinal hole side wall, opens up side wall construction operation mouth, from
And complete the production of the glass fiber-reinforced polymer mesoporous stake；
4) overhaul: service personnel can be examined directly by arriving cutter head of shield machine position under longitudinal hole using the construction operation mouth of side wall
Repair cleaning cutter head of shield machine；In maintenance scale removal process, cutter head of shield machine is rotated, cutter head of shield machine can be carried out comprehensive
Maintenance, cleaning.
Further, the step 2) churning driven drills before final set after glass fiber-reinforced polymer concrete initial set, is formed vertical
Xiang Kong.
The beneficial effects of the present invention are:
It is smaller without opening a position and disturbing to soil layer to provide one kind, the mesoporous stake that directly can carry out maintenance cleaning to cutter head of shield machine fills
It sets, does not on the one hand need construction personnel and enter Tu Cang, evaded the risk that opens a position；On the other hand it can shorten the construction period, save
Construction cost, with good economic efficiency and social benefit.
Detailed description of the invention
The present invention will be further described with reference to the accompanying drawings and detailed description.
Fig. 1 is mesoporous stake of the present invention and shield machine positional relationship and structural schematic diagram.
Fig. 2 is mesoporous pilework schematic diagram of the present invention.
Fig. 3 is mesoporous stake top view of the present invention.
Fig. 4 is glass fiber-reinforced polymer cage component diagram of the present invention.
Fig. 5 is that mesoporous stake of the present invention with shield machine connect longitudinal sectional drawing.
Detailed description of the invention: 1. concrete, 2. glass fiber-reinforced polymer cages (201. glass fiber-reinforced polymer main reinforcements, 202. spiral shape glass fibers
Tie up muscle stirrup, 203. circular glass fiber bars reinforce stirrup), 3. longitudinal holes, 4. cutter head of shield machine, 5. side wall construction operation mouths,
6. shield machine.
Specific embodiment
Embodiment 1
As shown in Fig. 1 ~ 5, a kind of glass fiber-reinforced polymer mesoporous stake for the maintenance cleaning of cutter head of shield machine front, including by outside
The mesoporous stake skeleton that glass fiber-reinforced polymer cage 2 is constituted and the mesoporous stake core being made of the concrete 1 that inside pours；The concrete
1 is provided with longitudinal hole 3, and the side wall of the longitudinal hole 3 offers construction operation mouth 5 corresponding with 4 position of cutter head of shield machine；It is longitudinal
The central axes of mesoporous stake are deviateed in the central axes in hole 3, are biased to 4 side of cutter head of shield machine.
In the present embodiment: glass fiber-reinforced polymer cage 2 be by glass fiber-reinforced polymer main reinforcement 201, screw type glass fibre stirrup 202,
Circular glass fiber bar reinforces stirrup 203 and forms cylindrical cage body.
The diameter of mesoporous stake is not less than 1.5m, and the diameter of the longitudinal hole 3 is not less than 0.8m, the axis of the longitudinal hole 3
Line deviates 10 ~ 30cm of central axes of the mesoporous stake, to meet itself force request of mesoporous stake.
3 aperture depth of longitudinal hole is located at 4 cross central line of cutter head of shield machine or less；The long mesoporous stake stake is more than shield
At least 2m below 4 cross central line of machine knife disk.
Construction operation mouth 5 is that the incision of the cutter head of shield machine 4 30 ~ 50cm of mesoporous stake side wall is formed.
1 intensity of concrete is preferably between C25 ~ C30.
Glass fiber-reinforced polymer should be configured in mesoporous stake cutter head of shield machine cut coverage, can configure other than cutterhead cut coverage common
Reinforcing bar replaces glass fiber-reinforced polymer.
Embodiment 2
A kind of construction method of front maintenance cleaning cutter head of shield machine, constructs glass fiber-reinforced polymer mesoporous stake described in embodiment 1, examines
The personnel of repairing directly can arrive 4 position of cutter head of shield machine by the way that longitudinal hole 3 is lower, utilize the maintenance cleaning shield of construction operation mouth 5 of side wall
Machine knife disk 4.
Including construction procedure in detail below:
1) it performs glass fibre rib concrete pile: in previously selected shield with regard to stop position, drilling is performed, then by multiple glass
Glass fiber bar is bound into glass fiber-reinforced polymer cage 2, and is transferred in drilling, casting concrete 1；
2) it bores longitudinal hole: after concrete reaches initial set before final set, being bored in glass fibre rib concrete pile with churning driven
The longitudinal hole 3, hole location are biased to shield machine side；
3) open up construction operation mouth: cutting shield is tunneled forward, and cuts 3 side wall of longitudinal hole, opens up side wall construction operation mouth 5,
To complete the production of glass fiber-reinforced polymer mesoporous stake described in embodiment 1；As shown in Figure 5；
4) overhaul: service personnel directly can arrive cutter head of shield machine 4 by the way that longitudinal hole 3 is lower) position, utilize the construction operation mouth of side wall
5 maintenance cleaning cutter head of shield machine 4；In maintenance scale removal process, cutter head of shield machine is rotated, full side can be carried out to cutter head of shield machine
Maintenance, the cleaning of position.
The above only explains through diagrams, and the present invention is a kind of to overhaul the glass fibre cleared up for cutter head of shield machine front
The some principles and preferred parameter of muscle mesoporous stake are not that the present invention is confined to shown and described specific structure and is applicable in
Range, therefore all corresponding modifications that may be utilized and equivalent, belong to the applied the scope of the patents of the present invention.
Claims (9)
1. a kind of glass fiber-reinforced polymer mesoporous stake for the maintenance cleaning of cutter head of shield machine front, which is characterized in that including by outside
Glass fiber-reinforced polymer cage (2) the mesoporous stake skeleton constituted and the mesoporous stake core being made of the concrete (1) that pours of inside；It is described
Concrete (1) is provided with longitudinal hole (3), and the side wall of the longitudinal hole (3) offers apply corresponding with cutter head of shield machine (4) position
It works industry mouth (5)；The central axes of mesoporous stake are deviateed in the central axes of longitudinal hole (3), are biased to cutter head of shield machine (4) side.
2. a kind of glass fiber-reinforced polymer mesoporous stake for the maintenance cleaning of cutter head of shield machine front according to claim 1,
Be characterized in that, the glass fiber-reinforced polymer cage (2) be by glass fiber-reinforced polymer main reinforcement (201), screw type glass fibre stirrup (202),
Circular glass fiber bar reinforces stirrup (203) and forms cylindrical cage body.
3. a kind of glass fiber-reinforced polymer mesoporous stake for the maintenance cleaning of cutter head of shield machine front according to claim 1,
It is characterized in that, the diameter of the mesoporous stake is not less than 1.5m, and the diameter of the longitudinal hole (3) is not less than 0.8m, the longitudinal hole
(3) deviate 10 ~ 30cm of central axes of the mesoporous stake in central axes.
4. a kind of glass fiber-reinforced polymer mesoporous stake for the maintenance cleaning of cutter head of shield machine front according to claim 1,
It is characterized in that, longitudinal hole (3) the aperture depth is located at cutter head of shield machine (4) cross central line or less；The mesoporous stake stake
Long is more than cutter head of shield machine (4) cross central line or less at least 2m.
5. a kind of glass fiber-reinforced polymer mesoporous stake for the maintenance cleaning of cutter head of shield machine front according to claim 1,
It is characterized in that, the construction operation mouth (5) is that cutter head of shield machine (4) incision 30 ~ 50cm of mesoporous stake side wall is formed.
6. a kind of glass fiber-reinforced polymer mesoporous stake for the maintenance cleaning of cutter head of shield machine front according to claim 1,
It is characterized in that, concrete (1) intensity is preferably between C25 ~ C30.
7. a kind of construction method of front maintenance cleaning cutter head of shield machine, which is characterized in that construct glass described in claim 1
Fiber bar mesoporous stake, service personnel can directly pass through under longitudinal hole (3) to cutter head of shield machine (4) position, utilize the construction of side wall
Operation mouth (5) maintenance cleaning cutter head of shield machine (4).
8. the construction method of maintenance cleaning cutter head of shield machine in front according to claim 7, which is characterized in that including following
Specific construction step:
1) it performs glass fibre rib concrete pile: in previously selected shield with regard to stop position, drilling is performed, then by multiple glass
Glass fiber bar is bound at glass fiber-reinforced polymer cage (2), and is transferred in drilling, casting concrete (1)；
2) it bores longitudinal hole: after concrete reaches initial set, boring the longitudinal direction in glass fibre rib concrete pile with churning driven
Hole (3), hole location are biased to shield machine side；
3) open up construction operation mouth: cutting shield is tunneled forward, and cuts longitudinal hole (3) side wall, opens up side wall construction operation mouth
(5), to complete the production of glass fiber-reinforced polymer mesoporous stake described in claim 1；
4) overhaul: service personnel can directly pass through under longitudinal hole (3) to cutter head of shield machine (4) position, be made using the construction of side wall
Industry mouth (5) maintenance cleaning cutter head of shield machine (4)；In maintenance scale removal process, cutter head of shield machine is rotated, it can be to cutter head of shield machine
Carry out comprehensive maintenance, cleaning.
9. the construction method of maintenance cleaning cutter head of shield machine in front according to claim 1, which is characterized in that the step
Rapid 2) churning driven drills before final set after glass fiber-reinforced polymer concrete initial set, is formed longitudinal hole (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811470952.4A CN109403993A (en) | 2018-12-04 | 2018-12-04 | A kind of stake of glass fiber-reinforced polymer mesoporous and construction method for the maintenance cleaning of cutter head of shield machine front |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811470952.4A CN109403993A (en) | 2018-12-04 | 2018-12-04 | A kind of stake of glass fiber-reinforced polymer mesoporous and construction method for the maintenance cleaning of cutter head of shield machine front |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109403993A true CN109403993A (en) | 2019-03-01 |
Family
ID=65456937
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811470952.4A Pending CN109403993A (en) | 2018-12-04 | 2018-12-04 | A kind of stake of glass fiber-reinforced polymer mesoporous and construction method for the maintenance cleaning of cutter head of shield machine front |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109403993A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130913A (en) * | 2019-06-26 | 2019-08-16 | 中国铁建重工集团股份有限公司 | Cutter head of shield machine, shield machine and the stake shield method excessively for tunnel piercing |
| CN110259473A (en) * | 2019-05-24 | 2019-09-20 | 中交一公局第三工程有限公司 | Rich water sand-pebble layer hollow pile applies cutterhead inspection-pit maintenance craft |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004076276A (en) * | 2002-08-09 | 2004-03-11 | Tobishima Corp | Method of constructing shield machine passing intermediate shaft |
| CN103061777A (en) * | 2013-01-18 | 2013-04-24 | 中铁隧道集团有限公司 | Method for building urban underground tunnel shield cutter repairing space with preset reinforcing pile groups |
| CN103161476A (en) * | 2012-10-26 | 2013-06-19 | 中铁隧道集团有限公司 | Mechanical shaft-forming method of shield cutterhead maintenance shaft in tunnel and underground construction |
| CN103306282A (en) * | 2013-06-13 | 2013-09-18 | 中铁隧道集团有限公司 | Prestressed concrete pile configured with reinforced bars in sections and construction method |
| CN203498827U (en) * | 2013-10-22 | 2014-03-26 | 中铁十三局集团第五工程有限公司 | Anti-floating glass fiber reinforced plastic bar and steel bar reinforcement cage used for underground engineering construction |
| CN104060997A (en) * | 2014-07-11 | 2014-09-24 | 北京建筑大学 | Method for conducting construction by enabling shield tunneling machine to penetrate through inspection well |
| CN105221158A (en) * | 2015-10-28 | 2016-01-06 | 广州广隧机电设备有限公司 | Shield structure export & import note dual slurry construction method |
| CN105569666A (en) * | 2016-01-20 | 2016-05-11 | 铁道第三勘察设计院集团有限公司 | Stratum reinforcing method matched with shield long-distance tunneling normal-pressure tool changing |
| CN209444334U (en) * | 2018-12-04 | 2019-09-27 | 中交隧道工程局有限公司 | A kind of glass fiber-reinforced polymer mesoporous stake for the maintenance cleaning of cutter head of shield machine front |
-
2018
- 2018-12-04 CN CN201811470952.4A patent/CN109403993A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004076276A (en) * | 2002-08-09 | 2004-03-11 | Tobishima Corp | Method of constructing shield machine passing intermediate shaft |
| CN103161476A (en) * | 2012-10-26 | 2013-06-19 | 中铁隧道集团有限公司 | Mechanical shaft-forming method of shield cutterhead maintenance shaft in tunnel and underground construction |
| CN103061777A (en) * | 2013-01-18 | 2013-04-24 | 中铁隧道集团有限公司 | Method for building urban underground tunnel shield cutter repairing space with preset reinforcing pile groups |
| CN103306282A (en) * | 2013-06-13 | 2013-09-18 | 中铁隧道集团有限公司 | Prestressed concrete pile configured with reinforced bars in sections and construction method |
| CN203498827U (en) * | 2013-10-22 | 2014-03-26 | 中铁十三局集团第五工程有限公司 | Anti-floating glass fiber reinforced plastic bar and steel bar reinforcement cage used for underground engineering construction |
| CN104060997A (en) * | 2014-07-11 | 2014-09-24 | 北京建筑大学 | Method for conducting construction by enabling shield tunneling machine to penetrate through inspection well |
| CN105221158A (en) * | 2015-10-28 | 2016-01-06 | 广州广隧机电设备有限公司 | Shield structure export & import note dual slurry construction method |
| CN105569666A (en) * | 2016-01-20 | 2016-05-11 | 铁道第三勘察设计院集团有限公司 | Stratum reinforcing method matched with shield long-distance tunneling normal-pressure tool changing |
| CN209444334U (en) * | 2018-12-04 | 2019-09-27 | 中交隧道工程局有限公司 | A kind of glass fiber-reinforced polymer mesoporous stake for the maintenance cleaning of cutter head of shield machine front |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259473A (en) * | 2019-05-24 | 2019-09-20 | 中交一公局第三工程有限公司 | Rich water sand-pebble layer hollow pile applies cutterhead inspection-pit maintenance craft |
| CN110130913A (en) * | 2019-06-26 | 2019-08-16 | 中国铁建重工集团股份有限公司 | Cutter head of shield machine, shield machine and the stake shield method excessively for tunnel piercing |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209444334U (en) | A kind of glass fiber-reinforced polymer mesoporous stake for the maintenance cleaning of cutter head of shield machine front | |
| CN106193141B (en) | A kind of impaired pier footing method for reinforcing of earthquake | |
| CN113338970B (en) | Shield receiving method | |
| CN109403993A (en) | A kind of stake of glass fiber-reinforced polymer mesoporous and construction method for the maintenance cleaning of cutter head of shield machine front | |
| CN104631460A (en) | Girdling splitting type integral pile breaking method | |
| CN104805831A (en) | Pore-forming method of hard rock foundation pile with large diameter | |
| CN108643602A (en) | A kind of outsourcing anchor steel ruggedized construction suitable for concrete beam and column node | |
| CN101614126A (en) | A kind of job practices of directly cutting guard post for tunnel end well by shield machine | |
| CN106337391A (en) | Long piled wharf panel bottom large-area damage repairing construction method | |
| CN106049563B (en) | Earthquake is damaged pier footing reinforcing system | |
| CN107355008A (en) | A kind of prefabricated attachment structure and method of newly-increased steel core concrete column and existing structure | |
| CN205444968U (en) | Bar planting anchor structure | |
| CN208950162U (en) | It is easily installed the concrete column of supporting beam and the connection structure of itself and supporting beam | |
| CN100523389C (en) | Ballastless track steel reinforced concrete pile-net construction method | |
| CN104234443B (en) | A kind of corbel type reinforcement means of steel reinforced concrete member and newly-increased beam | |
| CN102182196A (en) | Reverse circulation grouting anchor rod reinforcing method for road rock side slope | |
| CN105927246A (en) | High-pressure tunnel lining concrete uplift failure repair method | |
| CN106939604A (en) | A kind of concrete pile head breaking method of reinforcing bar every slurry protection sleeve pipe | |
| CN101713189B (en) | Construction process of floral tube dry filling piles | |
| CN209838429U (en) | Back anchor shield constructs lining cutting supporting construction | |
| CN203080510U (en) | Pin-sleeved type pile joint | |
| CN105370306B (en) | The massif tunnel excavation construction method of vertical pre-reinforcement processing | |
| CN101725355A (en) | Palisade structure for underground architectural shaft and shield machine cutting construction method thereof | |
| CN205875146U (en) | Broken pile's reinforced structure | |
| CN109208583A (en) | A kind of precast pipe pile splicing multi-section reinforced joint structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |