CN106837376A - Bind module turning device for subway tunnel section of jurisdiction - Google Patents
Bind module turning device for subway tunnel section of jurisdiction Download PDFInfo
- Publication number
- CN106837376A CN106837376A CN201710238745.5A CN201710238745A CN106837376A CN 106837376 A CN106837376 A CN 106837376A CN 201710238745 A CN201710238745 A CN 201710238745A CN 106837376 A CN106837376 A CN 106837376A
- Authority
- CN
- China
- Prior art keywords
- turning device
- upper carrier
- jurisdiction
- subway tunnel
- bracing frame
- 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.)
- Granted
Links
- 238000009434 installation Methods 0.000 claims abstract description 8
- 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
- 238000013016 damping Methods 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 230000007306 turnover Effects 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 12
- 230000005484 gravity Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000000969 carrier Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000007921 spray Substances 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
Bind module turning device for subway tunnel section of jurisdiction, belongs to building machinery technical field.The present invention needs many people to coordinate to complete, cause time-consuming, laborious to solve the switching process after the depanning of section of jurisdiction of binding of existing subway tunnel, and operation has potential safety hazard.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 provided with fixed seat, the lower end of upper carrier is provided with hinged seat, upper carrier after installation can be realized overturning with respect to lower bracing frame, lower bracing frame inner side is provided with drive system, drive system is set up with upper carrier lower end by connecting rod and is hinged, the lower end of upper carrier is disposed with turning device and installs slideway, and turning device is installed in slideway and is provided with turning device.Subway tunnel section of jurisdiction of the invention is bound, and module turning device rotary movement is sensitive, simplify flow chart, reduces cost, is to build following developing direction of segment overturning machinery.
Description
Technical field
Bound module turning device the present invention relates to a kind of subway tunnel section of jurisdiction, belong to building machinery technical field.
Background technology
The section of jurisdiction attachment structure that existing city underground shield tunnel is used is spliced by section of jurisdiction, the attachment structure include according to
One piece of envelope between the standard section of jurisdiction of secondary connection, the adjacent section of jurisdiction being connected with the outside of above-mentioned standard section of jurisdiction respectively and adjacent section of jurisdiction
Push pipe piece.
Subway tunnel bind section of jurisdiction preparation method typically using cast by the way of, its technological procedure include prepare mould,
Steel reinforcement cage is made, steel reinforcement cage and installation of embedded parts, concrete cast are made firm by ramming, wiped one's face, steam curing, the demoulding simultaneously marks section of jurisdiction, after the demoulding
Section of jurisdiction need to carry out the technological processes such as pond maintenance, spray maintenance, then carry out construction operation in transport to specified building site, but
It is the design reasons due to mould, section of jurisdiction inner side is arranged at by the hoisting port of section of jurisdiction of being bound after the casting mold demoulding, therefore
The section of jurisdiction that will bind is needed to be overturn in lifting, and every section of jurisdiction weight is more than tonnage measurement unit, therefore workman
Overturn using building site overhead traveling crane, such switching process needs at least two people to coordinate completion, and due to hanging in switching process
The factor of upset is filled, there is very big danger, therefore be badly in need of a kind of machinery of module upset of being bound for subway tunnel section of jurisdiction
Device, so can time saving, labour-saving complete upset operation, while improving workman's job safety coefficient.
The content of the invention
Many people are needed to match somebody with somebody the invention aims to solve the switching process after the depanning of section of jurisdiction of binding of existing subway tunnel
Close and complete, cause time-consuming, laborious, while operation has a potential safety hazard, and then subway tunnel section of jurisdiction is provided binds module
Turning device.
Technical scheme：
Subway tunnel section of jurisdiction bind module turning device including lower bracing frame, upper carrier, turning device, turning device peace
Dress slideway and drive system, described lower bracing frame and upper carrier is the frame structure being made by steel-pipe welding, lower branch
The upper end of support is provided with fixed seat, and the lower end of upper carrier is provided with hinged seat, and described upper carrier and lower bracing frame are logical
Cross hinged seat and fixed seat is hinged installation, the upper carrier after installation can be realized overturning with respect to lower bracing frame, described driving
System is arranged on lower bracing frame inner side, and drive system is set up with upper carrier lower end by connecting rod and is hinged, described upper carrier
Lower end be disposed with turning device install slideway, described turning device can be slidably mounted at turning device install slideway in.
Preferably：Described upper carrier include lateral bearing beam, laterally auxiliary carrier bar, tie-beam, vertical carrier bar,
Chock and buffer stopper, laterally described lateral bearing beam, auxiliary carrier bar and tie-beam weld to form " mountain " font supporter, institute
Multiple vertical carrier bars are also welded with the tie-beam stated, chock are mounted on lateral bearing beam and laterally auxiliary carrier bar,
Buffer stopper is installed on the inward facing surface of vertical carrier bar.
Preferably：Described buffer stopper is damping rubber block.
Preferably：Described turning device includes impeller-hub, pushing rolling wheels, support channel-section steel, rotating shaft base and rotating disk, institute
The two ends of the impeller-hub stated are provided with pushing rolling wheels, and described support channel-section steel impeller-hub, pushing rolling wheels are assembled into walking dolly knot
Structure, described rotating shaft base is arranged on support channel-section steel, and rotating disk rotatably coordinates with rotating shaft base to be installed.
Preferably：Upper carrier after described upset installs slideway not with the turning device for being arranged on upper carrier lower end
Produce interference.
Preferably：Described drive system includes push-rod electric machine, support shaft and support walking roller, described push-rod electric machine
Push rod end be fixedly connected with support shaft, the two ends of support shaft are separately installed with support walking roller, described support shaft and company
Connected mode between bar is to be hinged.
The invention has the advantages that：Subway tunnel section of jurisdiction of the invention bind module turning device rotary movement spirit
Quick, simplified flow chart, reduces cost, are to build following developing direction of segment overturning machinery.
1st, the present invention uses Mechanical Driven mode, can effectively realize upset, cost-effective, saves manpower；
2nd, the present invention has cleverly used rolling bearing, and then realize upset using the turning device of rotatable setting；
3rd, the present invention is effectively heavy by handling process object itself using mechanical thrust, the structure that is articulated and connected and rotational structure
Power is converted, high with mechanization degree, simple to operate, safe and reliable, improves operating efficiency, reduces workman's labor
The features such as fatigue resistance, can one man operation realize that subway tunnel section of jurisdiction is bound the upset of module, improves production efficiency.
Brief description of the drawings
Fig. 1 is that subway tunnel section of jurisdiction is bound the front view of module turning device；
Fig. 2 is that subway tunnel section of jurisdiction is bound the right view of module turning device；
Fig. 3 is that subway tunnel section of jurisdiction is bound the three-dimensional structure diagram of module turning device；
Fig. 4 is that subway tunnel section of jurisdiction is bound the rotary movement figure of module turning device；
Fig. 5 is the topology view of drive system；
1- lower bracing frames in figure, the upper carriers of 2-, 3- turning devices, 4- turning devices install slideway, 5- drive systems, 6-
Fixed seat, 7- hinged seats, 8- connecting rods, 21- lateral bearing beams, 22- laterally aids in carrier bar, 23- tie-beams, 24- vertically to carry
Beam, 25- chocks, 26- buffer stoppers, 31- impeller-hubs, 32- pushing rolling wheels, 33- support channel-section steels, 34- rotating shaft bases, 35- rotating disks,
51- push-rod electric machines, 52- support shafts, 53- support walking rollers.
Specific embodiment
Specific embodiment one：Present embodiment is illustrated with reference to Fig. 1-Fig. 5, the subway tunnel section of jurisdiction of present embodiment is bound
Module turning device includes that lower bracing frame 1, upper carrier 2, turning device 3, turning device install 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 provided with
Fixed seat 6, the lower end of upper carrier 2 is provided with hinged seat 7, and described upper carrier 2 and lower bracing frame 1 pass through the He of hinged seat 7
Fixed seat 6 is hinged installation, and the upper carrier 2 after installation can be realized overturning with respect to lower bracing frame 1, and described drive system 5 sets
Put in the inner side of lower bracing frame 1, drive system 5 is set up with the lower end of upper carrier 2 by connecting rod 8 and is hinged, described upper carrier 2
Lower end is disposed with turning device and installs slideway 4, and described turning device 3 can be slidably mounted at turning device and install in 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 described push-rod electric machine 51
Support shaft 52 is fixedly connected with, the two ends of support shaft 52 are separately installed with support walking roller 53, described support shaft 52 and company
Connected mode between bar 8 is to be hinged.It is arranged such, the present invention uses mechanical connecting structure, when using, inside drive system 5
Push-rod electric machine action, and then promote push rod inwardly stretch, be arranged on the push rod end of drive system 5 support shaft 52 pass through connecting rod 8
Set up with upper carrier 2 and be connected, in the presence of the push-rod electric machine 51 on the lower bracing frame 1 relatively of carrier 2 overturn, when upper carrier
2 when realizing 90 degree of upsets, and the subway tunnel section of jurisdiction module that binds falls on being arranged on the turning device 3 of the lower end of carrier 2, this
When, dragging turning device 3 is installed in slideway 4 in turning device and slided, and by realizing that subway tunnel section of jurisdiction is bound under rotatory force
The upset of module, finally by the forced back of turning device 3 so that the subway tunnel section of jurisdiction module that binds is arranged on carrier 2,
Manipulate drive system 5 and cause that upper carrier 2 realizes 90 degree of upsets (resetting) counterclockwise, this upset side with respect to lower bracing frame 1
Formula causes that the bind upset of module of subway tunnel section of jurisdiction is 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 operating efficiency, reduces workman's work strong
Degree.
Specific embodiment two：Present embodiment is illustrated with reference to Fig. 1-Fig. 4, the subway tunnel section of jurisdiction of present embodiment is bound
Upper carrier 2 described in module turning device includes lateral bearing beam 21, laterally aids in carrier bar 22, tie-beam 23, vertically holds
Carrier beam 24, chock 25 and buffer stopper 26, described lateral bearing beam 21, laterally auxiliary carrier bar 22 and the welding of tie-beam 23 are formed
" mountain " font supporter, is also welded with multiple vertical carrier bars 24 on described tie-beam 23, lateral bearing beam 21 is auxiliary with horizontal
Help and chock 25 is mounted on carrier bar 22, buffer stopper 26 is installed on the inward facing surface of vertical carrier bar 24.It is arranged such,
When upper carrier 2 is horizontally disposed with the installation direction of lower bracing frame 1, lateral bearing beam 21 and horizontal auxiliary carrier bar 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 carrier bar 24
Carry subway tunnel section of jurisdiction to bind the gravity of module, so that whole subway tunnel duct piece binds in module switching process not
Be related to lift active force, reduce hoisting process subway tunnel section of jurisdiction bind module damage while reduce switching process and deposit
Potential safety hazard.
Specific embodiment three：Present embodiment is illustrated with reference to Fig. 1-Fig. 4, the subway tunnel section of jurisdiction of present embodiment is bound
Buffer stopper 26 described in module turning device is damping rubber block.It is arranged such, damping rubber block can buffer switching process ground
Iron tunnel duct piece binds the pressure that the gravity of module is produced, it is to avoid the subway tunnel section of jurisdiction module that binds is damaged.
Specific embodiment four：Present embodiment is illustrated with reference to Fig. 2, bind module for the subway tunnel section of jurisdiction of present embodiment
Turning device 3 described in turning device includes impeller-hub 31, pushing rolling wheels 32, support channel-section steel 33, rotating shaft base 34 and rotating disk
35, the two ends of described impeller-hub 31 are provided with pushing rolling wheels 32, described support channel-section steel 33, impeller-hub 31 and pushing rolling wheels 32
It is assembled into walking dolly structure, described rotating shaft base 34 is arranged on support channel-section steel 33, rotating disk 35 is rotatably and rotary shaft
Seat 34 coordinates to be installed.It is arranged such, can effectively solve subway tunnel section of jurisdiction by turning device 3 binds the upset of module, upset
The rotating disk 35 of device 3 rotates against axle bed 34 and moves, it is possible to achieve 180 degree is rotated, support channel-section steel 33, impeller-hub 31 and promotion
Roller 32 is assembled into walking dolly structure and can install slip in slideway 4 in turning device so that whole work process upset dress
3 are put without departing from the relative position with upper carrier 2, upset operation is simplified.
Specific embodiment five：Present embodiment is illustrated with reference to Fig. 1-Fig. 4, the subway tunnel section of jurisdiction of present embodiment is bound
Upper carrier 2 after upset described in module turning device installs slideway 4 not with the turning device for being arranged on the lower end of upper carrier 2
Produce interference.
Present embodiment is the exemplary illustration to this patent, does not limit its protection domain, people in the art
Member can also be changed to its part, as long as no the Spirit Essence beyond this patent, all in the protection domain of this patent.
Claims (6)
1. bind module turning device for subway tunnel section of jurisdiction, it is characterised in that：Including lower bracing frame (1), upper carrier (2), turn over
Rotary device (3), turning device install slideway (4) and drive system (5), described 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) is provided with fixed seat (6), the lower end of upper carrier (2)
Hinged seat (7) is installed, described upper carrier (2) and lower bracing frame (1) is hinged peace by hinged seat (7) and fixed seat (6)
Dress, the upper carrier (2) after installation can be realized overturning with respect to lower bracing frame (1), and described drive system (5) is arranged on lower branch
Support (1) inner side, drive system (5) is set up with upper carrier (2) lower end by connecting rod (8) and is hinged, described upper carrier (2)
Lower end be disposed with turning device install slideway (4), described turning device (3) can be slidably mounted at turning device install slideway
(4) in.
2. bind module turning device for subway tunnel section of jurisdiction according to claim 1, it is characterised in that：Described upper carrying
Frame (2) includes lateral bearing beam (21), horizontal auxiliary carrier bar (22), tie-beam (23), vertical carrier bar (24), chock (25)
With buffer stopper (26), described lateral bearing beam (21), laterally auxiliary carrier bar (22) and tie-beam (23) welding formation " mountain "
Font supporter, is also welded with multiple vertical carrier bars (24), lateral bearing beam (21) and transverse direction on described tie-beam (23)
Chock (25) is mounted in auxiliary carrier bar (22), buffer stopper is installed on the inward facing surface of vertical carrier bar (24)
(26)。
3. bind module turning device for subway tunnel section of jurisdiction according to claim 2, it is characterised in that：Described buffer stopper
(26) it is damping rubber block.
4. bind module turning device for subway tunnel section of jurisdiction according to claim 1, it is characterised in that：Described upset dress
Putting (3) includes impeller-hub (31), pushing rolling wheels (32), support channel-section steel (33), rotating shaft base (34) and rotating disk (35), described
The two ends of impeller-hub (31) are provided with pushing rolling wheels (32), described support channel-section steel (33) impeller-hub (31), pushing rolling wheels (32)
Be assembled into walking dolly structure, described rotating shaft base (34) in support channel-section steel (33), rotating disk (35) rotatably with
Rotating shaft base (34) coordinates to be installed.
5. bind module turning device for subway tunnel section of jurisdiction according to claim 1, it is characterised in that：After described upset
Upper carrier (2) be arranged on upper carrier (2) lower end turning device install slideway (4) do not produce interference.
6. bind module turning device for subway tunnel section of jurisdiction according to claim 1, it is characterised in that：Described drivetrain
System (5) includes push-rod electric machine (51), support shaft (52) and supports walking roller (53), the push rod end of described push-rod electric machine (51)
Support shaft (52) is fixedly connected with, the two ends of support shaft (52) are separately installed with support walking roller (53), described support shaft
(52) connected mode and between connecting rod (8) is to be 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 true CN106837376A (en) | 2017-06-13 |
| CN106837376B CN106837376B (en) | 2019-06-25 |
Family
ID=59147843
Family Applications (1)
| 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 |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106837376B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112593956A (en) * | 2020-12-03 | 2021-04-02 | 重庆文理学院 | Reinforcing equipment for tunnel TBM construction and using method |
| CN112593974A (en) * | 2020-12-03 | 2021-04-02 | 重庆文理学院 | Tunnel segment installation device and installation method thereof |
| CN113513339A (en) * | 2021-08-10 | 2021-10-19 | 阜阳市晶宫工业科技有限公司 | Assembling device and assembling method for tunnel segments |
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 |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112593956A (en) * | 2020-12-03 | 2021-04-02 | 重庆文理学院 | Reinforcing equipment for tunnel TBM construction and using method |
| CN112593974A (en) * | 2020-12-03 | 2021-04-02 | 重庆文理学院 | Tunnel segment installation device and installation method thereof |
| CN113513339A (en) * | 2021-08-10 | 2021-10-19 | 阜阳市晶宫工业科技有限公司 | Assembling device and assembling method for tunnel segments |
| CN113513339B (en) * | 2021-08-10 | 2024-02-06 | 阜阳市晶宫工业科技有限公司 | Splicing device and splicing method for tunnel duct pieces |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106837376B (en) | 2019-06-25 |
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