CN106837376B - Bind module turnover device for subway tunnel section of jurisdiction - Google Patents
Bind module turnover device for subway tunnel section of jurisdiction Download PDFInfo
- Publication number
- CN106837376B CN106837376B CN201710238745.5A CN201710238745A CN106837376B CN 106837376 B CN106837376 B CN 106837376B CN 201710238745 A CN201710238745 A CN 201710238745A CN 106837376 B CN106837376 B CN 106837376B
- Authority
- CN
- China
- Prior art keywords
- turnover device
- upper carrier
- jurisdiction
- bracing frame
- subway tunnel
- 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.)
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- 239000000969 carrier Substances 0.000 claims abstract description 46
- 238000009434 installation Methods 0.000 claims abstract description 19
- 238000003466 welding Methods 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000005096 rolling process Methods 0.000 claims description 11
- 238000000034 method Methods 0.000 abstract description 13
- 238000005266 casting Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003139 buffering Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F19/00—Hoisting, lifting, hauling or pushing, not otherwise provided for
Abstract
Bind module turnover device for subway tunnel section of jurisdiction, belongs to building machinery technical field.The present invention needs more people to cooperate to complete to solve the switching process after the depanning of section of jurisdiction of binding of existing subway tunnel, causes time-consuming, laborious, and operation has security risk.The present invention includes lower bracing frame and upper carrier, lower bracing frame and upper carrier are the frame structures being made by steel-pipe welding, the upper end of lower bracing frame is equipped with fixing seat, the lower end of upper carrier is equipped with hinged seat, upper carrier after installation can be realized with respect to lower bracing frame to be overturn, drive system is provided on the inside of lower bracing frame, drive system is established hinged by connecting rod and upper carrier lower end, the lower end of upper carrier is disposed with turnover device installation slideway, is equipped with turnover device in turnover device installation slideway.Subway tunnel section of jurisdiction of the invention is bound, and module turnover device rotary movement is sensitive, simplifies flow chart, reduces cost, is to build the mechanical following developing direction of segment overturning.
Description
Technical field
It binds module turnover device the present invention relates to a kind of subway tunnel section of jurisdiction, belongs to building machinery technical field.
Background technique
The section of jurisdiction connection structure that existing city underground shield tunnel uses is spliced by section of jurisdiction, the connection structure include according to
One piece of envelope between the standard section of jurisdiction of secondary connection, the adjoining section of jurisdiction being connect respectively with the outside of above-mentioned standard section of jurisdiction and adjacent section of jurisdiction
Push pipe piece.
Subway tunnel bind section of jurisdiction production method generally using casting by the way of, technological procedure include prepare mold,
Steel reinforcement cage, steel reinforcement cage and installation of embedded parts are made, concrete casting is made firm by ramming, and plastering, steam curing demould and mark section of jurisdiction, after demoulding
Section of jurisdiction need to carry out pond maintenance, spray maintenance etc. process flows, then transport to specified building site carry out construction operation, but
It is the design reasons due to mold, the hoisting port for section of jurisdiction of binding after casting mold demoulds is arranged on the inside of section of jurisdiction, therefore
The section of jurisdiction that will bind is needed to overturn in lifting, and every section of jurisdiction weight is more than tonnage measurement unit, therefore worker
It being overturn using building site overhead traveling crane, such switching process needs at least two people to cooperate completion, and due to hanging in switching process
Fill overturning factor, there is very big risk, thus be badly in need of it is a kind of for subway tunnel section of jurisdiction bind module overturning machinery
Device, in this way can time saving, labour-saving complete overturning operation, while improving worker's operation safety coefficient.
Summary of the invention
The switching process after the depanning of section of jurisdiction of binding the purpose of the present invention is to solve existing subway tunnel needs more people to match
It closes and completes, cause time-consuming, laborious, while operation has a security risk, and then provides subway tunnel section of jurisdiction and bind module
Turnover device.
Technical solution of the present invention:
Subway tunnel section of jurisdiction bind module turnover device include lower bracing frame, upper carrier, turnover device, turnover device peace
Slideway and drive system are filled, the lower bracing frame and upper carrier are the frame structures being made by steel-pipe welding, lower branch
The upper end of support is equipped with fixing seat, and the lower end of upper carrier is equipped with hinged seat, and the upper carrier and lower bracing frame are logical
It crosses hinged seat and fixing seat is hingedly installed, the upper carrier after installation can be realized with respect to lower bracing frame and be overturn, the driving
System is arranged on the inside of lower bracing frame, and drive system establishes hinged, described upper carrier by connecting rod and upper carrier lower end
Lower end be disposed with turnover device installation slideway, the turnover device can be slidably mounted at turnover device installation slideway in.
It is preferred: the upper carrier include lateral bearing beam, laterally auxiliary load bearing beam, attachment beam, vertical load bearing beam,
Chock and buffer stopper, the lateral bearing beam, laterally auxiliary load bearing beam and attachment beam weld to form " mountain " font supporter, institute
It is also welded with multiple vertical load bearing beams on the attachment beam stated, is mounted on chock on lateral bearing beam and laterally auxiliary load bearing beam,
Buffer stopper is installed on the inward facing surface of vertical load bearing beam.
Preferred: the buffer stopper is damping rubber block.
Preferred: the turnover device includes impeller-hub, pushing rolling wheels, support channel steel, rotating shaft base and rotating disk, institute
The both ends for the impeller-hub stated are equipped with pushing rolling wheels, and the support channel steel impeller-hub, pushing rolling wheels are assembled into walking dolly knot
Structure, the rotating shaft base are mounted on support channel steel, and rotating disk can be rotated and be coupled with rotating shaft base.
Preferred: the upper carrier after the overturning installs slideway not with the turnover device that upper carrier lower end is arranged in
Generate interference.
Preferred: the drive system includes push-rod electric machine, support shaft and support walking roller, the push-rod electric machine
Push rod end be fixedly connected with support shaft, the both ends of support shaft are separately installed with support walking roller, the support shaft and company
Connection type between bar is hinged.
The module turnover device rotary movement spirit the invention has the following advantages: subway tunnel section of jurisdiction of the invention is bound
Quick, simplified flow chart reduces cost, is to build the mechanical following developing direction of segment overturning.
1, the present invention uses Mechanical Driven mode, can effectively realize overturning, and save the cost saves manpower；
2, the present invention has cleverly used rolling bearing, and then realize overturning using the turnover device of rotatable setting；
3, the present invention is using mechanical thrust, articulated connection structure and rotational structure, effectively by handling process object itself weight
Power is converted, and has mechanization degree height, easy to operate, safe and reliable, is improved work efficiency, is reduced worker's labor
The features such as fatigue resistance, can one man operation realize that subway tunnel section of jurisdiction is bound the overturning of module, and production efficiency is improved.
Detailed description of the invention
Fig. 1 is that subway tunnel section of jurisdiction is bound the main view of module turnover device；
Fig. 2 is that subway tunnel section of jurisdiction is bound the right view of module turnover device；
Fig. 3 is that subway tunnel section of jurisdiction is bound the three-dimensional structure diagram of module turnover device；
Fig. 4 is that subway tunnel section of jurisdiction is bound the rotary movement figure of module turnover device；
Fig. 5 is the topology view of drive system；
1- lower bracing frame in figure, the upper carrier of 2-, 3- turnover device, 4- turnover device install slideway, 5- drive system, 6-
Fixing seat, 7- hinged seat, 8- connecting rod, 21- lateral bearing beam, laterally auxiliary load bearing beam, 23- attachment beam, 24- are vertically carried 22-
Beam, 25- chock, 26- buffer stopper, 31- impeller-hub, 32- pushing rolling wheels, 33- support channel steel, 34- rotating shaft base, 35- rotating disk,
51- push-rod electric machine, 52- support shaft, 53- support walking roller.
Specific embodiment
Specific embodiment 1: illustrating present embodiment in conjunction with Fig. 1-Fig. 5, the subway tunnel section of jurisdiction of present embodiment is bound
Module turnover device includes lower bracing frame 1, upper carrier 2, turnover device 3, turnover device installation slideway 4 and drive system 5, institute
The lower bracing frame 1 and upper carrier 2 stated are the frame structures being made by steel-pipe welding, and the upper end of lower bracing frame 1 is equipped with
Fixing seat 6, the lower end of upper carrier 2 are equipped with hinged seat 7, and the upper carrier 2 and lower bracing frame 1 pass through 7 He of hinged seat
Fixing seat 6 is hingedly installed, and the upper carrier 2 after installation can realize with respect to lower bracing frame 1 and overturn that the drive system 5 is set
It sets in 1 inside of lower bracing frame, drive system 5 establishes hinged, described upper carrier 2 by connecting rod 8 and upper 2 lower end of carrier
Lower end is disposed with turnover device installation slideway 4, and the turnover device 3 can be slidably mounted in turnover device installation slideway 4；Institute
The drive system 5 stated includes push-rod electric machine 51, support shaft 52 and support walking roller 53, the push rod end of the push-rod electric machine 51
It is fixedly connected with support shaft 52, the both ends of support shaft 52 are separately installed with support walking roller 53, the support shaft 52 and company
Connection type between bar 8 is hinged.So set, the present invention uses mechanical connecting structure, in use, inside drive system 5
Push-rod electric machine movement, and then push rod is pushed inwardly to stretch, the support shaft 52 of 5 push rod end of drive system is set and passes through connecting rod 8
Connection is established with upper carrier 2, the opposite lower bracing frame 1 of upper carrier 2 is overturn under the action of push-rod electric machine 51, when upper carrier
2 when realizing 90 degree of overturnings, and the subway tunnel section of jurisdiction module that binds is fallen on the turnover device 3 that upper 2 lower end of carrier is arranged in, this
When, dragging turnover device 3 slides in turnover device installation slideway 4, and by realizing that subway tunnel section of jurisdiction is bound under rotatory force
The overturning of module, finally by 3 forced back of turnover device, so that subway tunnel section of jurisdiction is bound, module is arranged on upper carrier 2,
Manipulation drive system 5 makes carrier 2 realize 90 degree of overturnings counterclockwise (resetting), this overturning side with respect to lower bracing frame 1
Formula makes the bind overturning of module of subway tunnel section of jurisdiction be converted into the rotation of mechanical system from lifting mode, not only saves
Manpower, and facilitate artificial operation, this mode is safe and reliable, improves work efficiency, and it is strong to reduce worker's labour
Degree.
Specific embodiment 2: illustrating present embodiment in conjunction with Fig. 1-Fig. 4, the subway tunnel section of jurisdiction of present embodiment is bound
Upper carrier 2 described in module turnover device includes lateral bearing beam 21, laterally assists load bearing beam 22, attachment beam 23, vertically holds
Carrier beam 24, chock 25 and buffer stopper 26, the lateral bearing beam 21, laterally auxiliary load bearing beam 22 and the welding of attachment beam 23 are formed
" mountain " font supporter, is also welded with multiple vertical load bearing beams 24 on the attachment beam 23, lateral bearing beam 21 and laterally auxiliary
It helps on load bearing beam 22 and is mounted on chock 25, buffer stopper 26 is installed on the inward facing surface of vertical load bearing beam 24.So set,
When upper carrier 2 is horizontally disposed with 1 installation direction of lower bracing frame, lateral bearing beam 21 and lateral auxiliary load bearing beam 22 can be carried
Bind the gravity of module for subway tunnel section of jurisdiction, and upper carrier 2 after the rotation of lower bracing frame 1, equally can by vertical load bearing beam 24
Bind the gravity of module for carrying subway tunnel section of jurisdiction, so that entire subway tunnel duct piece binds in module switching process not
Be related to lifting active force, reduce hoisting process subway tunnel section of jurisdiction bind module damage while reduce switching process and deposit
Security risk.
Specific embodiment 3: illustrating present embodiment in conjunction with Fig. 1-Fig. 4, the subway tunnel section of jurisdiction of present embodiment is bound
Buffer stopper 26 described in module turnover device is damping rubber block.So set, damping rubber block is with can buffering switching process
Iron tunnel duct piece bind module gravity generate pressure, avoid subway tunnel section of jurisdiction bind module breakage.
Specific embodiment 4: embodiment is described with reference to Fig. 2, bind module for the subway tunnel section of jurisdiction of present embodiment
Turnover device 3 described in turnover device includes impeller-hub 31, pushing rolling wheels 32, support channel steel 33, rotating shaft base 34 and rotating disk
35, the both ends of the impeller-hub 31 are equipped with pushing rolling wheels 32, the support channel steel 33, impeller-hub 31 and pushing rolling wheels 32
It is assembled into walking dolly structure, the rotating shaft base 34 is mounted on support channel steel 33, and rotating disk 35 can be rotated and rotary shaft
Seat 34 is coupled.It binds the overturning of module so set, can effectively solve subway tunnel section of jurisdiction by turnover device 3, overturning
The 35 relative rotation axle bed 34 of rotating disk of device 3 moves, and 180 degree rotation, support channel steel 33, impeller-hub 31 and promotion may be implemented
Idler wheel 32 is assembled into walking dolly structure and can slide in turnover device installation slideway 4, so that whole work process overturning dress
3 are set without departing from the relative position with upper carrier 2, simplifies overturning operation.
Specific embodiment 5: illustrating present embodiment in conjunction with Fig. 1-Fig. 4, the subway tunnel section of jurisdiction of present embodiment is bound
Upper carrier 2 after overturning described in module turnover device installs slideway 4 not with the turnover device that upper 2 lower end of carrier is arranged in
Generate interference.
This embodiment is just an exemplary description of this patent, does not limit its protection scope, those skilled in the art
Member can also be changed its part, as long as it does not exceed the essence of this patent, within the protection scope of the present patent.
Claims (5)
- The module turnover device 1. subway tunnel section of jurisdiction is bound, it is characterised in that: including lower bracing frame (1), upper carrier (2), turn over Rotary device (3), turnover device installation slideway (4) and drive system (5), the lower bracing frame (1) and upper carrier (2) be by The frame structure that steel-pipe welding is made, the upper end of lower bracing frame (1) are equipped with fixing seat (6), the lower end of upper carrier (2) It is equipped with hinged seat (7), the upper carrier (2) and lower bracing frame (1) are hingedly pacified by hinged seat (7) and fixing seat (6) Dress, the upper carrier (2) after installation can be realized with respect to lower bracing frame (1) to be overturn, and the drive system (5) is arranged in lower branch On the inside of support (1), drive system (5) establishes hinged, described upper carrier (2) by connecting rod (8) and upper carrier (2) lower end Lower end be disposed with turnover device installation slideway (4), the turnover device (3) can be slidably mounted at turnover device installation slideway (4) in；The turnover device (3) includes impeller-hub (31), pushing rolling wheels (32), support channel steel (33), rotating shaft base (34) With rotating disk (35), the both ends of the impeller-hub (31) are equipped with pushing rolling wheels (32), and the support channel steel (33) pushes away Moving axis (31), pushing rolling wheels (32) are assembled into walking dolly structure, and the rotating shaft base (34) is mounted on support channel steel (33) On, rotating disk (35) can be rotated and be coupled with rotating shaft base (34).
- 2. bind module turnover device for subway tunnel section of jurisdiction according to claim 1, it is characterised in that: the upper carrying Frame (2) includes lateral bearing beam (21), laterally auxiliary load bearing beam (22), attachment beam (23), vertical load bearing beam (24), chock (25) With buffer stopper (26), the lateral bearing beam (21), laterally auxiliary load bearing beam (22) and attachment beam (23) welding form " mountain " Font supporter, is also welded with multiple vertical load bearing beams (24) on the attachment beam (23), lateral bearing beam (21) and laterally It is mounted on chock (25) in auxiliary load bearing beam (22), buffer stopper is installed on the inward facing surface of vertical load bearing beam (24) (26)。
- 3. bind module turnover device for subway tunnel section of jurisdiction according to claim 2, it is characterised in that: the buffer stopper It (26) is damping rubber block.
- 4. bind module turnover device for subway tunnel section of jurisdiction according to claim 1, it is characterised in that: described after overturning Upper carrier (2) and setting upper carrier (2) lower end turnover device installation slideway (4) do not generate interference.
- 5. bind module turnover device for subway tunnel section of jurisdiction according to claim 1, it is characterised in that: the driving system System (5) includes push-rod electric machine (51), support shaft (52) and support walking roller (53), the push rod end of the push-rod electric machine (51) It is fixedly connected with support shaft (52), the both ends of support shaft (52) are separately installed with support walking roller (53), the support shaft (52) connection type between connecting rod (8) is hinged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710238745.5A CN106837376B (en) | 2017-04-12 | 2017-04-12 | Bind module turnover device for subway tunnel section of jurisdiction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710238745.5A CN106837376B (en) | 2017-04-12 | 2017-04-12 | Bind module turnover device for subway tunnel section of jurisdiction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106837376A CN106837376A (en) | 2017-06-13 |
| CN106837376B true CN106837376B (en) | 2019-06-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710238745.5A Active CN106837376B (en) | 2017-04-12 | 2017-04-12 | Bind module turnover device for subway tunnel section of jurisdiction |
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| Country | Link |
|---|---|
| CN (1) | CN106837376B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112593974B (en) * | 2020-12-03 | 2022-09-23 | 重庆文理学院 | Tunnel segment installation device and installation method thereof |
| CN112593956B (en) * | 2020-12-03 | 2022-10-14 | 重庆文理学院 | Reinforcing equipment for tunnel TBM construction and using method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103670453A (en) * | 2012-09-03 | 2014-03-26 | 北车兰州机车有限公司 | Rotating duct piece conveying cart |
| CN204851295U (en) * | 2015-08-10 | 2015-12-09 | 云南昆宁建筑构件有限公司 | Section of jurisdiction upset machine |
| CN205820840U (en) * | 2016-06-29 | 2016-12-21 | 中国水利水电第八工程局有限公司 | TBM prefabricated pipe section turning machine |
-
2017
- 2017-04-12 CN CN201710238745.5A patent/CN106837376B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103670453A (en) * | 2012-09-03 | 2014-03-26 | 北车兰州机车有限公司 | Rotating duct piece conveying cart |
| CN204851295U (en) * | 2015-08-10 | 2015-12-09 | 云南昆宁建筑构件有限公司 | Section of jurisdiction upset machine |
| CN205820840U (en) * | 2016-06-29 | 2016-12-21 | 中国水利水电第八工程局有限公司 | TBM prefabricated pipe section turning machine |
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| Publication number | Publication date |
|---|---|
| CN106837376A (en) | 2017-06-13 |
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