CN209261607U - A kind of pier formula bracket and monorail crane and landing rail robot design figure circulation carry support system - Google Patents
A kind of pier formula bracket and monorail crane and landing rail robot design figure circulation carry support system Download PDFInfo
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- CN209261607U CN209261607U CN201821530222.4U CN201821530222U CN209261607U CN 209261607 U CN209261607 U CN 209261607U CN 201821530222 U CN201821530222 U CN 201821530222U CN 209261607 U CN209261607 U CN 209261607U
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Abstract
The utility model discloses a kind of pier formula bracket and monorail cranies and landing rail robot design figure circulation to carry support system, it solves the problems, such as that supporting intensity is low in the prior art, easily causes top plate loose damage, it returns and is recycled after being propped up before pier formula bracket, the destruction supported repeatedly to top plate is avoided, mechanization, the degree of automation of system are improved；Its technical solution are as follows: if including monorail crane conveying robot, monorail crane trailer system, quarreling pier formula bracket for supported laneway top plate, monorail crane conveying robot is connected with monorail crane trailer system by connecting cylinder；Wherein, pier formula bracket includes pedestal, column and top beam, and the both ends of column are hinged with top beam, pedestal respectively, and installation has the vertical plate of hydraulic socket on pedestal.
Description
Technical field
The utility model relates to roadway support field more particularly to a kind of pier formula brackets and monorail crane and landing rail robot design figure
Circulation carries support system.
Background technique
Coal wall crossheading advance support has steel canopy, individual prop, the hydraulic advance timbering for moving towards along tunnel supporting etc..
Steel canopy, individual prop supporting, supporting intensity is low, worker's large labor intensity, employment are more, low efficiency；The liquid of supporting is moved towards along tunnel
It presses advance timbering although supporting intensity is high, supports, unloads repeatedly, especially damage the original anchor shaft anchor cable in tunnel by pressure, easily cause top
Plate loose damage.
Utility model content
In order to overcome the deficiencies of the prior art, the utility model provides, and a kind of pier formula bracket monorail crane manipulator circulation is removed
Support system is transported, returns and is recycled after being propped up before pier formula bracket, avoid the destruction supported repeatedly to top plate, improve the machine of system
Tool, the degree of automation.
The utility model adopts the following technical solutions:
A kind of pier formula bracket monorail crane manipulator circulation carrying support system, including monorail crane conveying robot, monorail crane
If trailer system quarrels pier formula bracket for supported laneway top plate, monorail crane conveying robot and monorail crane trailer system are logical
Connection cylinder is crossed to be connected；
Wherein, pier formula bracket includes pedestal, column and top beam, and the both ends of column are hinged with top beam, pedestal respectively, pedestal one
Side installation has the vertical plate of hydraulic socket.
Further, the monorail crane conveying robot includes suspention beam, and the front and rear ends of suspention beam install suspention respectively
Arm, the arranged on left and right sides of suspention beam install the telescopic arm driven by telescopic jack respectively；
The monorail crane machinery is equipped with the control valve group for controlling telescopic jack on hand.
Further, the telescopic arm of suspention beam left or right side is sheathed on outside its right or left side telescopic arm.
Further, the left and right sides telescopic arm is synchronous telescopic boom, is controlled by mechanical structure or Hydraulic Synchronizing Valve
Realize synchronization telescope.
Further, the suspention beam is fixedly arranged above roller frame, and the pressure being pressed in above telescopic arm is equipped on roller frame
Roller；Suspention beam bottom arranged on left and right sides is respectively equipped with roller carriage, is equipped with idler pulley on roller carriage.
The utility model additionally provides a kind of pier formula floor support rail robot design figure circulation carrying support system, including landing rail
If conveying robot, track from shifting system, trailer system, quarrel pier formula bracket for supported laneway top plate, landing rail is carried
Manipulator is connected with trailer system and the two is located at track from above the system of shifting；
Wherein, pier formula bracket includes pedestal, column and top beam, and the both ends of column are hinged with top beam, pedestal respectively, pedestal one
Side installation has the vertical plate of hydraulic socket.
Further, the track includes the hinged track of several section head and the tail from shifting system, and track one end connection pushes away
Moving device, push unit Connection Bracket；Pipeline cable door frame is equipped with above the track.
Further, the push unit includes slideway and matched sliding block, and the sliding block is connected with passing frame,
One end of the passing frame and advancing jack one end are hinged, and the other end and fixed frame of passing frame are hinged, elapse very heavy
The other end on top and track are hinged.
Further, the track includes spandrel girder and the transversely strengthening beam, the cover board that are installed on above spandrel girder, spandrel girder
Two sides are equipped with limit track.
Further, the limit track is angle steel or C-type steel.
Further, the landing rail conveying robot includes the load-carrying for supporting door frame and being installed on above support door frame
Beam, the arranged on left and right sides of load bar install telescopic arm respectively, and the telescopic arm is connected by telescopic jack with load bar；Support
Door frame bottom is installed by traveling wheel and position-limited wheel.
Further, the control valve group for controlling telescopic jack, and left and right flexible thousand are installed on the load bar
The control valve group on jin top is synchronous valve, so that left and right telescopic arm synchronization telescope.
Further, left and right telescopic arm forms interior outer arm, i.e. left or right telescopic arm covers outside right or left telescopic arm, pressure roller
Frame is fixed on load bar, and pressure roller is pressed on outer arm, and left and right roller carriage and left and right idler pulley are located at load bar two sides.
Further, the fixed frame includes pedestal, top beam and the column being connected with the two, the top beam and pedestal end
It is connected by four-bar mechanism.
Further, the track uses reversed belt conveyor from the system of shifting.
The utility model additionally provides a kind of novel pier formula bracket, by pedestal, top beam, two columns, oblique adjusting jack, tiltedly
Support jack, the arm of force, vertical plate and the composition such as fluid pressure line and socket.Column both ends are articulated on pedestal and top beam, and vertical plate is fixed
On pedestal, column leans on vertical plate and stands on pedestal；The handover of one end of oblique adjusting jack and diagonal brace jack is on top beam, oblique adjusting
The other end of jack is articulated on the arm of force on diagonal brace jack cylinder body, and oblique adjusting jack drives the arm of force and diagonal brace very heavy
Top rotation is supported on diagonal brace jack on the top beam of tunnel side or pier formula bracket arranged side by side；Hydraulic socket is used for column and liquid
Connection between pressure system.
Compared with prior art, the utility model has the beneficial effects that
(1) the utility model is relative to steel canopy, individual prop supporting, supporting intensity height, system mechanization, the degree of automation
Height can free worker from dangerous and heavy manual labor；The utility model moves towards branch relative to along tunnel
The hydraulic support of shield, same supporting range column is more, and arrangement uniformly, is more able to satisfy the requirement to Roof Control, and avoid pressure
It the original anchor shaft anchor cable in bad tunnel and supports, unloaded to the loose damage of top plate repeatedly；
(2) simple pier formula bracket support in the prior art is needed by manually being moved with jack auxiliary from roadway's sides
It to tunnel, is dragged to except 30-100 meters with monorail crane or at a slow speed winch, then is assisted with jack or winch gib head from tunnel
Centre moves to roadway's sides, when hauling using winch at a slow speed, completes also manually to be dragged to wirerope and gib head after bracket is set up
At bracket to be moved, entire frame process of moving generally requires 3 people or so, and worker's large labor intensity, especially for there is bump
Dangerous tunnel, employment is more, and the probability of casualty accident and more people's casualty accidents is high；The pier formula bracket of the utility model, which is gone up and down, to be carried
Operating line grafting and valve group, 1 people's short period can be easily accomplished.
(3) the utility model provides a kind of novel pier formula bracket, solves the angled inclined ladder shape section pier formula of top plate band
Bracket sideways problem, can be widely applied to inclined roof panels tunnel.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide further understanding of the present application, and the application's shows
Meaning property embodiment and its explanation are not constituted an undue limitation on the present application for explaining the application.
Fig. 1 is the structural schematic diagram of the utility model embodiment one；
Fig. 2 is the side view of the utility model embodiment one；
Fig. 3 is the monorail crane conveying robot main view of the utility model embodiment one；
Fig. 4 is the monorail crane conveying robot side view of the utility model embodiment one；
Fig. 5 is the monorail crane conveying robot top view of the utility model embodiment one；
Fig. 6 is the telescopic arm structure schematic diagram of the utility model embodiment one；
Fig. 7 is the A-A cross-sectional view of Fig. 6；
Fig. 8 is the B-B cross-sectional view of Fig. 6；
Fig. 9-Figure 12 is telescopic arm structural schematic diagram when being synchronous telescopic boom；
Figure 13 is the structural schematic diagram of the utility model embodiment two；
Figure 14 is the side view of the utility model embodiment two；
Figure 15 is that the track of the utility model embodiment two moves system structure diagram certainly；
Figure 16 is the track main view of the utility model embodiment two；
Figure 17 is the track side view of the utility model embodiment two；
Figure 18 is the track top view of the utility model embodiment two；
Figure 19-Figure 20 is the push unit structural schematic diagram of the utility model embodiment two；
Figure 21-Figure 23 is the fixed rack structure schematic diagram of the utility model embodiment two；
Figure 24 is the landing rail conveying robot main view of the utility model embodiment two；
Figure 25 is the landing rail conveying robot side view of the utility model embodiment two；
Figure 26 is the landing rail conveying robot top view of the utility model embodiment two；
Figure 27 is the telescopic arm structure schematic diagram of the utility model embodiment two；
Figure 28 is that Figure 27 is A-A cross-sectional view；
Figure 29 is that Figure 27 is B-B cross-sectional view；
Figure 30-Figure 31 is that the track of the utility model embodiment three moves system structure diagram certainly；
Figure 32-Figure 34 is the pier formula supporting structure schematic diagram of the utility model embodiment four；
Wherein, I-pier formula bracket, I1Pedestal, I2Top beam, I3Column, I4Vertical plate, I5Hydraulic socket；II-monorail crane is removed
Fortune manipulator, II1Suspention beam, II2Suspension arm, II3Left telescopic arm, II4Right telescopic arm, II5Telescopic jack, II6Control
Valve group processed, II7Idler pulley, II8Pressure roller；III-monorail crane and its trailer system, IV- connection cylinder；
Ⅰ1Pier formula bracket, I1 1Pedestal, I1 2Top beam, I1 3Column, I1 4Vertical plate, I1 5Hydraulic socket；Ⅱ1Landing rail is removed
Fortune manipulator, II2 1Support door frame, II2 2Load bar, II2 3Traveling wheel, II2 4Position-limited wheel, II2 5Left telescopic arm, II2 6It is right
Telescopic arm, II2 7Telescopic jack, II2 8Control valve group, II2 9Roller carriage, II2 10Idler pulley, II2 11Roller frame, II2 12Pressure
Roller；Ⅲ1Track is from moving system, and III1 1Track, III1 1-1Spandrel girder, III1 1-2Transversely strengthening beam, III1 1-3Cover board, III1 1-4Limit
Position track；Ⅲ1 2Pipeline cable door frame, III1 3Push unit, III1 3-1Advancing jack, III1 3-2Passing frame, III1 3-3It is sliding
Block, III1 3-4Slideway；Ⅲ1 4Fixed frame, III1 4-1Top beam, III1 4-2Pedestal, III1 4-3Column, III1 4-4Four-bar mechanism；IV1-
Trailer system, V1Tube cable door frame；
Ⅰ2 1Pedestal, I2 2Top beam, I2 3Column, I2 4Vertical plate, I2 5Hydraulic socket, I2 6Oblique adjusting jack, I2 7Diagonal brace thousand
Jin top, I2 8The arm of force；
Telescopic arm on the left of X1-, the right side X2- telescopic arm, the left side X3- wirerope, the right side X4- wirerope, X5- changed course pulley.
Specific embodiment
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another
It indicates, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field
The identical meanings of understanding.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root
According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singular
Also it is intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet
Include " when, indicate existing characteristics, step, operation, device, component and/or their combination.
It is left and right to be subject to operator before the application is with the depth direction in tunnel.
As background technique is introduced, exist in the prior art that supporting intensity is low, easily causes top plate loose damage etc.
Deficiency, in order to solve technical problem as above, present applicant proposes a kind of pier formula bracket and monorail cranies and landing rail robot design figure to follow
Ring carries support system.
Embodiment one:
As shown in figs. 1-9, a kind of pier formula bracket monorail crane manipulator circulation carrying support system, including single track are provided
If crane conveyor tool hand II, monorail crane and its trailer system III quarrel pier formula bracket I along tunnel two sides supported laneway top plate,
Monorail crane conveying robot II is connected with monorail crane trailer system III by connecting cylinder IV.
Monorail crane and its trailer system III are general mining monorail crane and its trailer system.
Each frame pier formula bracket I includes pedestal I1, vertical plate I4, top beam I2With two columns I3, column I3Both ends are articulated with bottom
Seat I1On top beam, vertical plate I4It is fixed on pedestal I1Side, column rely on vertical plate I4Stand on pedestal I1Top；Vertical plate I4Upper setting liquid
Press socket I5, hydraulic socket I5For column I3Connection between hydraulic system.
The monorail crane conveying robot II includes suspention beam II1, two suspension arms II2And telescopic arm, suspention beam II1's
Front and rear sides installs suspension arm, suspention beam II respectively1Arranged on left and right sides left telescopic arm II is installed respectively3, right telescopic arm II4, left
Telescopic arm II3, right telescopic arm II4Pass through telescopic jack II respectively5With suspention beam II2It is connected.
The suspention beam II2Top is equipped with for controlling left and right telescopic jack II5Control valve group II6, control valve group
Ⅱ6For synchronous valve, so that left telescopic arm II3, right telescopic arm II4Synchronization telescope.
The suspention beam II2It is fixedly arranged above roller frame, the pressure roller II being pressed in above telescopic arm is installed on roller frame8；Institute
State suspention beam II2Bottom arranged on left and right sides is respectively equipped with roller carriage, and idler pulley II is equipped on roller carriage7。
The suspention beam II2The telescopic arm of left or right side is sheathed on outside its right or left side telescopic arm.
It, can be by the support as the telescopic arm of inner arm in order to make pier formula bracket I in lane when span length is smaller
It is padded as shown in Figure 8 with T-shape at frame.
Telescopic arm corresponding position as outer arm is slotted, as shown in fig. 7, pier formula bracket I is made to cross outer arm into lane.
The left and right sides telescopic arm is synchronous telescopic boom, and as shown in Fig. 9-Figure 12, telescopic arm jack drives left side to stretch
While contracting arm X1 or right side telescopic arm X2 stretches, left or right side telescopic arm by left side wirerope X3, right side wirerope X4 and
The pulley X5 that alters course drives right or left side telescopic arm to realize synchronization telescope.
When the advance of the face, monorail crane conveying robot II is moved back to supporting area by monorail crane and its trailer system III
At the pier formula bracket I of rear end, two telescopic arms of monorail crane conveying robot II are stretched out, first drop I top beam of pier formula bracket of side
II telescopic arm of monorail crane conveying robot is dropped down onto, so that telescopic arm is kept horizontality, then I top beam of pier formula bracket of the other side is dropped
Drop down onto II telescopic arm of monorail crane conveying robot.
Then, it shrinks left and right pier formula bracket I and makes I pedestal I of pier formula bracket1It is raised up to carrying height, it is flexible to withdraw two sides
Arm moves to two pier formula brackets I in lane from tunnel two sides, then passes through monorail crane and its trailer system III for single track crane conveyor
Tool hand II moves forward to supporting area front end and waits at supporting, stretches out two sides telescopic arm, two pier formula brackets I is made to move to tunnel two from lane
Side, rising side pier formula bracket I makes its pedestal I1When slowly landing, then rising other side pier formula bracket I makes it land, and finally rises two
A pier formula bracket I connects top.
Embodiment two:
As shown in Figure 13-Figure 27, a kind of pier formula floor support rail robot design figure circulation carrying support system is provided, including fall
Track conveying robot II1, track from move system III1, trailer system IV1If, quarrel the pier along tunnel two sides supported laneway top plate
Formula bracket I1, land rail conveying robot II1With trailer system IV1It is connected and the two is located at track from shifting system III1Top.
The trailer system IV1For rope winch trailer system.
Each frame pier formula bracket I1Including pedestal I1 1, vertical plate I1 4, top beam I1 2With two columns I1 3, column I1 3Both ends are hinged
In pedestal I1 1With top beam I1 2On, vertical plate I1 4It is fixed on pedestal I1 1Side, column I1 3By vertical plate I1 4Stand on pedestal I1 1Top；It is vertical
Plate I1 4The upper hydraulic socket I of setting1 5, hydraulic socket I1 5For column I1 3Connection between hydraulic system.
The track moves system III certainly1Including fixed frame III1 4, pipeline cable door frame V1, push unit III1 3With several section head and the tail
Hinged track III1 1, head section track III1 1Push unit III is arranged in front1 3, push unit III1 3Connection Bracket III1 4；It is described
Track III1 1Top is equipped with pipeline cable door frame III1 2。
The track III1 1Including spandrel girder III1 1-1, transversely strengthening beam III1 1-2With cover board III1 1-3, spandrel girder III1 1-1Top
Successively fixed lateral reinforcement III1 1-2With cover board III1 1-3, spandrel girder III1 1-1Two sides are equipped with limit track III1 1-4。
The limit track III1 1-4For angle steel or C-type steel, angle steel or C-type steel are for limiting landing rail conveying robot II1
Position-limited wheel II2 4De-orbit III1 1And prevent manipulator from all around skewing.
The push unit III1 1Including slideway III1 3-4, sliding block III1 3-3, passing frame III1 3-2With advancing jack III1 3-1,
Sliding block III1 3-3It can be along slideway III1 3-4Move back and forth；The sliding block III1 3-3With passing frame III1 3-2It is connected, the passing frame
Ⅲ1 3-2One end and advancing jack III1 3-1One end is hinged, passing frame III1 3-2The other end and fixed frame III1 4Hingedly, it elapses
Jack III1 3-1The other end be articulated with track III1 1On.
The fixed frame III1 4Including pedestal III1 4-2, top beam III1 4-1, column III1 4-3With four-bar mechanism III1 4-4, the top
Beam III1 4-1With pedestal III1 4-2End pass through four-bar mechanism III1 4-4It is connected, top beam III1 4-1With pedestal III1 4-2Between by vertical
Column III1 4-3It is connected.
Pedestal III1 4-2Strike length according to meet bracket and go up a slope in maximum, descending when layback will not occur, preceding turn over design.
The landing rail conveying robot II1Including supporting door frame II2 1, load bar II2 2, left telescopic arm II2 5, it is right flexible
Arm II2 6, support door frame II2 1Top fixed load beam II2 2, load bar II2 2Arranged on left and right sides left telescopic arm is installed respectively
Ⅱ2 5, right telescopic arm II2 6, the left telescopic arm II2 5, right telescopic arm II2 6Pass through telescopic jack II respectively2 7With load bar II2 2
It is connected.
Support door frame II2 1Be symmetrically mounted at the bottom of traveling wheel II2 3With position-limited wheel II2 4。
The load bar II2 2End be equipped with for controlling telescopic jack II2 7Control valve group II2 8, control valve group
Ⅱ2 8For synchronous valve, so that left telescopic arm II2 5, right telescopic arm II2 6Synchronization telescope.
Left and right telescopic arm forms interior outer arm, i.e. left or right telescopic arm covers outside right or left telescopic arm, roller frame II2 11It is fixed
In load bar II2 2On, it is installed on roller frame II2 11Pressure roller II2 12It is pressed on outer arm, left and right roller carriage II2 9With left and right idler pulley
Ⅱ2 10It is located at load bar II2 2Two sides.
When span length is smaller, in order to make pier formula bracket I1It, can be by inner arm cradle with T-shape pad in lane
Height, the corresponding position fluting of outer arm, as shown in Figure 28 and Figure 29, makes pier formula bracket cross outer arm into lane.
When the advance of the face, the track that first moves forward moves system III certainly1, then pass through trailer system IV1Rail conveying robot will be landed
Ⅱ1It moves back to the pier formula bracket I of supporting area rear end1Landing rail conveying robot II is stretched out at place1Two-arm, by pier formula bracket I1Top beam
Land in landing rail conveying robot II1Telescopic arm on, withdraw telescopic arm, then pass through trailer system IV1Rail carrying implement will be landed
Tool hand II1It moves forward to supporting area front end to wait at supporting, stretching out telescopic arm will rise up pier formula bracket I1It is sent to position, rises pier formula bracket
Ⅰ1?.
Embodiment three:
As shown in Figure 30-Figure 31, track uses reversed belt conveyor from the system of shifting, to working face when for tunnel planted agent
It transports tail and conveys bastard coal, the rack of reversed belt conveyor is located at the middle part of every section track, and head is located at final section track
On, face conveyor tail is stretched in cantilever fashion, and tail is located on first segment track, is crossed fixed frame in cantilever fashion and is connect
Nearly roadway floor is equipped with tail oblique adjusting jack on first segment track, can adjust tail height to adapt to roadway slope change, belt
Head or tail are equipped with belt stretcher, with automatic adjustment because the belt caused by roadway slope change is flexible.
Remaining structure is identical as embodiment two, and details are not described herein again.
Example IV:
As shown in Figure 32-Figure 34, every group of pier formula bracket is by pedestal I2 1, top beam I2 2, two columns I2 3, oblique adjusting jack I2 6、
Diagonal brace jack I 7, the arm of force I 8, vertical plate I 4 and fluid pressure line and hydraulic socket I2 5Deng composition.
Column I2 3Both ends are articulated with pedestal I2 1With top beam I2 2On, vertical plate I2 4It is fixed on pedestal I2 1On, column I2 3By vertical
Plate I2 4Stand on pedestal I2 1On；Oblique adjusting jack I2 6With diagonal brace jack I2 7One end be articulated with top beam I2 2On, oblique adjusting jack
Ⅰ2 6The other end be articulated with positioned at diagonal brace jack I2 7The arm of force I on cylinder body2 8On, oblique adjusting jack I2 6Drive the arm of force I2 8With it is oblique
Support jack I2 7Rotation, makes diagonal brace jack I2 7It is supported on the top beam I of tunnel side or pier formula bracket arranged side by side2 2On；Hydraulic socket
Ⅰ2 5For column I2 3Connection between hydraulic system.
Pier formula bracket in present embodiment is suitable for embodiment one, the manipulator circulation of embodiment two carries support system
In.
The foregoing is merely preferred embodiment of the present application, are not intended to limit this application, for the skill of this field
For art personnel, various changes and changes are possible in this application.Within the spirit and principles of this application, made any to repair
Change, equivalent replacement, improvement etc., should be included within the scope of protection of this application.
Claims (10)
1. a kind of pier formula bracket and monorail crane manipulator circulation carry support system, which is characterized in that including single track crane conveyor
If tool hand, monorail crane trailer system quarrel pier formula bracket for supported laneway top plate, monorail crane conveying robot and monorail crane
Trailer system is connected by connection cylinder；
Wherein, pier formula bracket includes pedestal, column and top beam, and the both ends of column are hinged with top beam, pedestal respectively, is installed on pedestal
Vertical plate with hydraulic socket.
2. a kind of pier formula bracket according to claim 1 and monorail crane manipulator circulation carry support system, feature exists
In the monorail crane conveying robot includes suspention beam, and the front and rear ends of suspention beam install suspension arm, suspention beam installation respectively
There are telescopic jack and arranged on left and right sides telescopic arm, drives arranged on left and right sides telescopic arm flexible by telescopic jack；
The handling machinery is equipped with the control valve group for controlling telescopic jack and pier formula bracket on hand.
3. a kind of pier formula bracket according to claim 2 and monorail crane manipulator circulation carry support system, feature exists
In the telescopic arm of suspention beam left or right side is sheathed on outside its right or left side telescopic arm；The left and right sides telescopic arm is
Synchronous telescopic boom；The suspention beam is fixedly arranged above roller frame, and the pressure roller being pressed in above telescopic arm is equipped on roller frame；It is described
Suspention beam bottom arranged on left and right sides is respectively equipped with roller carriage, is equipped with idler pulley on roller carriage.
4. a kind of pier formula bracket and landing rail robot design figure circulation carry support system, which is characterized in that including landing rail carrying implement
If tool hand, track from shifting system, trailer system, quarrel pier formula bracket for supported laneway top plate, land rail conveying robot
It is connected with trailer system and the two is located at track from above the system of shifting；
Wherein, pier formula bracket includes pedestal, column and top beam, and the both ends of column are hinged with top beam, pedestal respectively, is installed on pedestal
Vertical plate with hydraulic socket.
5. a kind of pier formula bracket according to claim 4 and landing rail robot design figure circulation carry support system, feature exists
In the track includes the hinged track of several section head and the tail from shifting system, and the track connects push unit, the installation of track one end
Fixed frame；If being equipped with trunk pipeline cable door frame above the track.
6. a kind of pier formula bracket according to claim 5 and landing rail robot design figure circulation carry support system, feature exists
In, the track includes spandrel girder and is installed on spandrel girder transversely strengthening beam, cover board, spandrel girder two sides are equipped with position-limited rail
Road；
The push unit includes slideway and matched sliding block, and the sliding block is connected with passing frame, the passing frame
One end and advancing jack one end it is hinged, the other end and fixed frame of passing frame are hinged, the other end of advancing jack with
Track is hinged.
7. a kind of pier formula bracket according to claim 4 and landing rail robot design figure circulation carry support system, feature exists
In, it is described landing rail conveying robot include support door frame and be installed on support door frame above load bar, load bar it is left and right
Telescopic arm is installed in two sides respectively, and the telescopic arm is connected by telescopic jack with load bar；Support the installation walking of door frame bottom
Wheel and position-limited wheel.
8. a kind of pier formula bracket according to claim 5 and landing rail robot design figure circulation carry support system, feature exists
In the fixed frame includes pedestal, top beam, column and four-bar mechanism, passes through column and double leval jib between the top beam and pedestal
Mechanism is connected.
9. a kind of pier formula bracket according to claim 5 and landing rail robot design figure circulation carry support system, feature exists
In the track is equipped with reversed belt conveyor from shifting system.
10. a kind of pier formula bracket, which is characterized in that including pedestal, column, top beam, oblique adjusting jack and diagonal brace jack, column
Both ends it is hinged with top beam, pedestal respectively, on pedestal installation have hydraulic socket vertical plate；Oblique adjusting jack and diagonal brace jack
One end it is hinged with top beam respectively, the other end of oblique adjusting jack and be located at diagonal brace jack cylinder body on the arm of force it is hinged.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201821530222.4U CN209261607U (en) | 2018-09-18 | 2018-09-18 | A kind of pier formula bracket and monorail crane and landing rail robot design figure circulation carry support system |
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| CN201821530222.4U CN209261607U (en) | 2018-09-18 | 2018-09-18 | A kind of pier formula bracket and monorail crane and landing rail robot design figure circulation carry support system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110985083A (en) * | 2019-11-29 | 2020-04-10 | 中国矿业大学 | Stoping roadway stack type support supporting system and method |
| CN113882889A (en) * | 2021-11-01 | 2022-01-04 | 安徽理工大学 | Head-tail interactive sliding type anchor support integrated equipment and control method |
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2018
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110985083A (en) * | 2019-11-29 | 2020-04-10 | 中国矿业大学 | Stoping roadway stack type support supporting system and method |
| CN110985083B (en) * | 2019-11-29 | 2020-12-04 | 中国矿业大学 | Stoping roadway stack type support supporting system and method |
| CN113882889A (en) * | 2021-11-01 | 2022-01-04 | 安徽理工大学 | Head-tail interactive sliding type anchor support integrated equipment and control method |
| CN113882889B (en) * | 2021-11-01 | 2024-02-27 | 安徽理工大学 | Head-tail interactive sliding type anchor support integrated equipment and control method |
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