CN108487451A - Support bracket, steel platform, steel platform control system and operating method - Google Patents
Support bracket, steel platform, steel platform control system and operating method Download PDFInfo
- Publication number
- CN108487451A CN108487451A CN201810530999.9A CN201810530999A CN108487451A CN 108487451 A CN108487451 A CN 108487451A CN 201810530999 A CN201810530999 A CN 201810530999A CN 108487451 A CN108487451 A CN 108487451A
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- bracket
- steel platform
- buried
- support bracket
- box
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- G—PHYSICS
- G05—CONTROLLING; REGULATING
- G05D—SYSTEMS FOR CONTROLLING OR REGULATING NON-ELECTRIC VARIABLES
- G05D3/00—Control of position or direction
- G05D3/12—Control of position or direction using feedback
- G05D3/20—Control of position or direction using feedback using a digital comparing device
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- Architecture (AREA)
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- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- General Physics & Mathematics (AREA)
- Automation & Control Theory (AREA)
- Mechanical Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Body Structure For Vehicles (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A kind of support bracket of present invention offer, steel platform, steel platform control system and operating method.The support bracket, including bracket body, the bracket body has support mating surface, locking member is equipped at the support mating surface, the locking member can be embedded in the groove of pre-buried bracket box, so as to ensure the fixation of the support bracket and pre-buried bracket box position when the bracket body stretches into the pre-buried bracket box.A kind of support bracket, steel platform, steel platform control system and operating method according to the present invention, it can be ensured that the stability for stretching into the position of the support bracket in pre-buried bracket box reduces construction safety risk.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to a kind of support bracket, steel platform, steel platform control system
And operating method.
Background technology
High-rise building is increasing both at home and abroad at present, since stiffness outline border-core wall structure stress performance is excellent, at present
During high-rise building frequently with Core Walls Structure in advance, the construction technology of outline border lag, to pull open work surface, quickening construct into
Degree.The aerial work platform for being applicable in Super High core tube construction at present includes mainly hydraulic climbing formwork component, whole steel platform of climbing
(abbreviation steel platform).Wherein steel platform mould bases equipment by top steel platform beam, interior bylinder, pylon, template system, support and climb
The compositions such as the system of liter.Steel platform is shelved in wall reserving hole (namely pre-buried bracket box) by overhanging support bracket and is carried out
Support is stretched corbels support using wall pre-embedded bracket box+steel platform, have many advantages, such as stress is simple, construct with it is easy to operate,
But there are the degree of automation it is low, degree of safety is not high the deficiencies of, be mainly reflected in：
(1) before steel platform is climbed or after climbing to position, support bracket stretches out or amount of recovery real-time status needs manual measurement or school
Core, operating environment is poor, manual operation is easily slipped up, need to consume a large amount of manpowers under high-altitude promotion state；
(2) steel platform support bracket is shelved in preformed hole, and horizontal force only leans on horizontal friction force, can not be successfully managed extreme
In the case of the horizontal force that undertakes of steel platform or steel platform shake, there are security risks；
(3) after steel platform is climbed in place, it can not accurately determine and be erected between each steel platform bylinder inner support bracket and reserving hole
To distance, when easily causing steel platform and falling frame, local bracket shelves that contact force moment is excessive, and there are security risks；
(4) there are steel platform multiple support brackets to simultaneously support, and construction is unable to ensure reserving hole in same absolute altitude, support
Bracket absolute altitude is inconsistent to cause additional internal stress, and local support bracket pressure is excessive；
(5) steel platform support bracket is filled as important primary structure member, stress with safety decision-making steel platform mould bases
Standby safety, but lack effectively monitoring at present, security risk is more prominent.
Invention content
Therefore, the technical problem to be solved in the present invention is to provide a kind of support bracket, steel platform, steel platform control system
And operating method, it can be ensured that the stability for stretching into the position of the support bracket in pre-buried bracket box reduces construction safety risk.
To solve the above-mentioned problems, the present invention provides a kind of support bracket, including bracket body, and the bracket body has support
Mating surface is equipped with locking member at the support mating surface, and the locking member can be embedded in the groove of pre-buried bracket box, with
Make the fixation for ensureing the support bracket and pre-buried bracket box position when the bracket body stretches into the pre-buried bracket box.
Preferably, the locking member includes the first telescoping cylinder, the piston external part end set of first telescoping cylinder
Spacing ring.
Preferably, the support bracket further includes telescopic drive component, and the telescopic drive component is for driving the ox
Leg body generates back and forth movement.
Preferably, the telescopic drive component includes the second telescoping cylinder, and second telescoping cylinder can push and pull the bracket
Body.
Preferably, the support bracket further includes spirit level, preferably hydrostatic level, and the spirit level is arranged described
On the upper horizontal plane of bracket body.
Preferably, the support bracket further includes the first distance member, and first distance member is installed on the bracket
Body is towards described pre-buried bracket box one end, to measure the horizontal distance between the bracket body and the pre-buried bracket box.
Preferably, first distance member is laser range finder.
Preferably, the support bracket further includes the second distance member, and second distance member is installed on the support
In mating surface, to measure the vertical distance between the support mating surface and the pre-buried bracket box.
Preferably, second distance member is laser range finder.
Preferably, also there is the bracket body metallic channel, the metallic channel to be used to accommodate the line of first distance member
Cable, and/or, the cable of the second distance member, and/or, the cable of the spirit level.
Preferably, the support bracket further includes guide and limit part, and the guide and limit part is set in the bracket body
Outside peripheral wall, to be guided to the direction of motion of the bracket body during support bracket back and forth movement.
The present invention also provides a kind of steel platforms, including platform framework, support bracket, the support bracket are above-mentioned support
Bracket, the support bracket is set to the fringe region of the platform framework, so that the steel platform is supported between wall.When
So, in order to ensure the steel platform stability and support after levelness, it is preferable that the support bracket is at least four groups,
Bracket is at least supported to be uniformly arranged on the surrounding of the platform framework described in four groups.
The present invention also provides a kind of steel platform control systems, including data integration subsystem, control parts of motion, display unit
Part, the data integration subsystem are used to obtain the displacement of moving component or altitude information and analyze the data of acquisition,
The display unit is used to show that the data of the data integration subsystem, the control parts of motion to be used for according to the data
The movement of the data feedback control steel platform of integral subsystem.
Preferably, the control parts of motion includes steel platform elevating control component, to control the steel platform along height
Direction rises or declines；The control parts of motion further includes the first oil cylinder control unit, is stretched out with controlling the first telescoping cylinder
Or it retracts；It is further preferable that further including the second oil cylinder control unit, to control the stretching of the second telescoping cylinder or retract.
Preferably, the data integration subsystem further include apart from detection part, it is described apart from detection part and first survey
It is electrically connected away from component, the second distance member, to measure first distance member, the second distance member and pre-buried bracket box in real time
The distance between.
Preferably, the data integration subsystem further includes level measurement component, the level measurement component and spirit level
It is connected, with the real-time absolute altitude for measuring support bracket.
Preferably, the data integration subsystem further includes monitoring and early warning component, the monitoring and early warning component implementing monitoring
Support the distance between absolute altitude numerical value, the first distance member and the second distance member of bracket and pre-buried bracket box numerical value, first
The pressure value of oil cylinder control unit can send out early warning when numerical exception.
Preferably, the control system further includes display unit, and the display unit is for showing data integration
Data acquired in system.
The present invention also provides a kind of steel platform operating methods of the above-mentioned steel platform of control, include the following steps：
Control steel platform rises to the first precalculated position；
Control support bracket stretches into pre-buried bracket box；
Steel platform is controlled to decline；
Control the groove that the first telescoping cylinder stretches into pre-buried bracket box；
The absolute altitude of adjustment support bracket；
Steel platform is controlled to rise；
The first telescoping cylinder is controlled to retract from the groove of pre-buried bracket box；
Control support bracket is retracted from pre-buried bracket box；
Control steel platform is raised or lowered to the second precalculated position.
Preferably, the steel platform operating method further includes following steps：
The piston rod for controlling the second telescoping cylinder stretches out, so that bracket body stretches into pre-buried bracket box.
Preferably, the steel platform operating method further includes following steps：
During supporting bracket to stretch into pre-buried bracket box, by obtaining the measured value of the first distance member, adjustment branch
What support bracket stretched into pre-buried bracket box stretches into depth；And/or the measured value by obtaining the second distance member, adjustment support ox
Relative altitude between leg and pre-buried bracket box.
Preferably, the step of absolute altitude of the adjustment support bracket is by obtaining and comparing the absolute altitude number of each spirit level
Value adjusts each support bracket so that respectively support bracket is in same absolute altitude.
A kind of support bracket, steel platform, steel platform control system and operating method provided by the invention, due to matching in support
Locking member is provided on conjunction face, therefore, when the support bracket stretches into the pre-buried bracket box, the locking member
It can be embedded in the groove, to ensure that the support bracket in the extended state namely will not be outside under working condition
Deviate from from the pre-buried bracket box under force effect, and then prevent potential security risk, security performance is greatly improved.
Description of the drawings
Fig. 1 is the schematic cross-sectional view of the support bracket of the embodiment of the present invention；
Fig. 2 is the support construction schematic diagram that bracket and pre-buried bracket box are supported in Fig. 1；
Fig. 3 is the dimensional structure diagram of pre-buried bracket box in Fig. 2；
Fig. 4 is the overlooking structure diagram of the steel platform of another embodiment of the present invention；
Fig. 5 is the sectional perspective structural schematic diagram of the steel platform in Fig. 4；
Fig. 6 illustrates for the step of support bracket stretches into pre-buried bracket box in the operating method of yet another embodiment of the invention；
The step of Fig. 7 acts (locking) for locking member in the operating method of yet another embodiment of the invention is illustrated；
The step of Fig. 8 acts (unlocking) for locking member in the operating method of yet another embodiment of the invention is illustrated；
Fig. 9 shows for the step of support bracket is retracted from pre-buried bracket box in the operating method of yet another embodiment of the invention
Meaning.
Reference numeral is expressed as：
1, bracket is supported；11, bracket body；111, mating surface is supported；12, locking member；121, spacing ring；13, it stretches and drives
Dynamic component；131, the second telescoping cylinder；14, spirit level；15, the first distance member；16, the second distance member；17, metallic channel；18、
Guide and limit part；2, platform framework；100, pre-buried bracket box；101, groove；200, wall.
Specific implementation mode
In conjunction with referring to shown in Fig. 1 to 9, according to an embodiment of the invention, a kind of support bracket, including bracket body 11 are provided,
The bracket body 11 has support mating surface 111, and locking member 12, the locking member are equipped at the support mating surface 111
12 can be embedded in the groove 101 of pre-buried bracket box 100, so as to be stretched into the pre-buried bracket box 100 in the bracket body 11
When ensure it is described support bracket and pre-buried 100 position of bracket box fixation.In the technical solution, due in support mating surface 111
It is upper to be provided with locking member 12, therefore, when the support bracket stretches into the pre-buried bracket box 100, the sticking department
Part 12 can be embedded in the groove 101, to ensure that the support bracket in the extended state namely under working condition
It will not deviate from from the pre-buried bracket box 100 under external force, limit the horizontal displacement of the support bracket, and then reduce
Construction safety risk, security performance are greatly improved.
Preferably, the locking member 12 includes the first telescoping cylinder, the specific can be that hydraulic cylinder or cylinder, due to
The hydraulic cylinder (such as jack) or cylinder of use are all part purchased in market, this can substantially reduce the production system of the support bracket
This is caused, while the automation control to the support bracket is more conducive to using hydraulic cylinder or cylinder；In order to increase
The cooperation reliability of the locking member 12 and the groove 101, it is preferable that the piston external part end of first telescoping cylinder
Spacing ring 121 is set, the spacing ring 121 is coaxially socketed with piston external part end, be also configured as circle or other
Shape, this undoubtedly will increase the locking member 12 and the coordinate contact surfac of the groove 101 is accumulated, and improves the reliability of cooperation.
In order to more easily control the stretching of the support bracket, retraction process, it is preferable that the support ox
Leg further includes telescopic drive component 13, and the telescopic drive component 13 is used to that the bracket body 11 to be driven to generate back and forth movement, this
It is also beneficial to the automation control to the support bracket.
A specific embodiment as the telescopic drive component 13, it is preferable that the telescopic drive component 13
Including the second telescoping cylinder 131, second telescoping cylinder 131 can push and pull the bracket body 11, and described second is flexible as described above
Cylinder 131 can be hydraulic cylinder or cylinder.
Based on problem to be solved by this invention it is found that the support bracket is in practice, preferably can with it is flat
Table frame 2 assembles use, so that the platform framework 2 can be supported reliably with wall 200, so that subsequent construction is made
Industry is connect it is further preferable that the platform framework 2 can be assembled with multigroup support bracket 1, in this case, each
Support the high process control between bracket 1 particularly important, when elevation is inconsistent, on the one hand will cause individual support bracket 1 with it is pre-
The load buried between bracket box 100 is excessive, on the other hand, is then easy to cause the inclination of 2 plane of platform framework, this is clearly the presence of tool
The security risk of body, in order to more accurately control the relative elevation difference of each support bracket 1, it is preferable that the support
Bracket further includes spirit level 14, and the spirit level 14 is arranged on the upper horizontal plane of the bracket body 11, further, described
Spirit level 14 can be hydrostatic level, and hydrostatic level can detect each locking member 12 in real time at this time, such as hydraulic cylinder
In oil pressure, to ensure each support bracket 1 absolute altitude consistency, certain spirit level 14 can instruct the essence of steel platform
Really promoted and decline and place work progress, avoid between the asynchronous promotion or each support bracket of each support bracket 1 due to
Initial deformation is excessive caused by asynchronous and then leads to the generation of steel platform unbalance stress problem.
In order to ensure the support bracket 1 stretch into the pre-buried bracket box 100 or from the pre-buried bracket box 100 return
The accuracy of safely controllable property and position in compression process, in the process between the bracket body 11 and pre-buried bracket box 100
The real-time measurement of spacing be particularly important, it is preferable that the support bracket further includes the first distance member 15, described first
Distance member 15 is installed on the bracket body 11 towards described pre-buried 100 one end of bracket box, to measure the bracket body 11 and institute
State the horizontal distance between pre-buried bracket box 100, it is preferable that first distance member 15 is laser range finder；Further
, the support bracket further includes the second distance member 16, and second distance member 16 is installed on the support mating surface 111
On, to measure the vertical distance between the support mating surface 111 and the pre-buried bracket box 100, as previously mentioned, described second
Distance member 16 is preferably laser range finder, at this point, the bracket body 11 is when stretching into, due to first distance member 15
The horizontal distance between the bracket body 11 and the pre-buried bracket box 100 is detected in real time, and second distance member 16 is real
When detection it is described support mating surface 111 and the pre-buried bracket box 100 between vertical distance, so as to avoid the branch
The collision of bracket 1 and wall 200 is supportted, while can more ensure the accuracy that the position of bracket body 11 is placed, is also avoided simultaneously
Previous manual operation a large amount of in the construction process.
First distance member 15 in order to prevent, and/or, the control cable of the second distance member 16 is in the support ox
By the generation of crushing phenomenon in the motion process of leg 1, it is preferable that the bracket body 11 also has metallic channel 17, the metallic channel
17 cable for accommodating first distance member 15, and/or, the cable of the second distance member 16, and/or, the level
Cable is concentrated in the metallic channel 17 wiring and management for facilitating construction site by the cable of instrument 14, the technical solution.
Preferably, the support bracket further includes guide and limit part 18, and the guide and limit part 18 is set in the bracket
Outside the peripheral wall of body 11, to be guided to the direction of motion of the bracket body 11 during the support bracket back and forth movement,
The guide and limit part 18 can carry out lateral Displacement to the bracket body 11, prevent the bracket body 11 from stretching out or returning
Lateral displacement occurs in compression process；When the support bracket 1 and platform framework 2 carry out a group timing, the guide and limit part 18 is also
Play the role of the support bracket 1 connecting with platform framework 2, more specifically, the guide and limit part 18 can design
It for steel stirrup, is bolted by high-strength bolt and the platform framework 2, the bracket body 11 navigates within the steel
The horizontal hollow portion of stirrup.
As previously mentioned, according to an embodiment of the invention, a kind of steel platform, including platform framework 2, support bracket 1 are also provided,
The support bracket 1 is above-mentioned support bracket, and the support bracket 1 is set to the fringe region of the platform framework 2, so that
The steel platform is supported between wall, in order to ensure the stress equalization of each support bracket 1, it is preferable that the support bracket 1 is
At least four groups, bracket 1 is at least supported to be uniformly arranged on the surrounding of the platform framework 2 described in four groups, certainly, described in specific setting
The quantity of support bracket 1 can be rationally arranged according to the demand of construction site load.
According to an embodiment of the invention, a kind of steel platform control system, including data integration subsystem, movement control are also provided
Component processed, display unit, the data integration subsystem are used to obtain displacement or the altitude information and to acquisition of moving component
Data are analyzed, and the display unit is used to show that the data of the data integration subsystem, the control parts of motion to be used
In the movement for controlling steel platform according to the data feedback of the data integration subsystem, it is to be understood that according to the application's
Embodiment, the data may include the displacement data that the first distance member 15, the second distance member 16 are detected, more specifically
It is range data；Can also be the altitude information that spirit level 14 is detected, more specifically via detection pressure conversion
Corresponding altitude information；Can certainly have both at the same time.Steel platform control system in the technical solution is flat to the steel
The movement of platform is controlled, and steel platform is made more to simplify in support or lifting process, high degree of automation, higher automation
Degree can avoid manual operation or construction deviation to steel platform, support the stressing influence of bracket, prevent work progress safe
The generation of accident, further decreases construction risk.
Preferably, the control parts of motion includes steel platform elevating control component, to control the steel platform along height
Direction rises or declines；Preferably, the control parts of motion further includes the first oil cylinder control unit, flexible with control first
Cylinder is stretched out or is retracted；Preferably, further include the second oil cylinder control unit, to control the stretching of the second telescoping cylinder 131 or retract.
More specifically, the control parts of motion can be that one kind being integrated with the steel platform elevating control component, the first oil cylinder
The operating member of control unit, the second oil cylinder control unit, due to controlling the steel platform elevating control component, the first oil cylinder
Component, the second oil cylinder control unit become one control, this will greatly simplify the control process operated to the steel platform.
Preferably, the data integration subsystem further include apart from detection part, it is described apart from detection part and first survey
Be electrically connected away from component 15, the second distance member 16, with measure in real time first distance member 15, the second distance member 16 with it is pre-
Bury the distance between bracket box 100.
Preferably, the data integration subsystem further includes level measurement component, the level measurement component and spirit level
14 electrical connections, with the real-time absolute altitude for measuring support bracket 1.
Preferably, the data integration subsystem further includes monitoring and early warning component, the monitoring and early warning component implementing monitoring
Support absolute altitude numerical value, the first distance member 15 and the distance between the second distance member 16 and pre-buried bracket box 100 number of bracket 1
It is worth, the pressure value of the first oil cylinder control unit can send out early warning when numerical exception.Specifically, as support bracket 1 is pressed
The excessive early warning of power, bracket body 11 and the too small early warning of pre-buried 100 spacing of bracket box etc. carry out early warning the division of different stage, example
It is such as distinguished using green, yellow, red trichromatism illuminated push button, or pre-warning signal is realized using similar radar for backing car sound report or buzzer
Send out, for example, bracket body 11 can pass through the first distance member 15 monitoring bracket body 11 and pre-buried ox in real time during stretching
Spacing between the perpendicular wall of leg box 100, and it is transmitted to the monitoring and early warning component, monitoring and early warning when close to 10cm, 5cm
Component sends out early warning with alternative sounds respectively, and when close to 2cm or when close to 1cm, it is flexible that control system then controls described second
Cylinder 131 is automatically stopped elongation, to ensure that safety of the support bracket 1 during stretching into；For another example in the branch
During the support for supportting bracket 1, the spirit level 14 monitors the pressure data in first telescoping cylinder (such as oil cylinder) simultaneously in real time
It is transmitted to the monitoring and early warning component, if in certain a period of time, local branch is caused since local preloading is excessive etc. above steel platform
1 pressure anomaly of bracket (when as increased 10%, or be more than design value 10%) is supportted, the monitoring and early warning component will send out pre- in real time
Alert signal, and notify related personnel to check reason and carry out necessary adjustment, adjustment result is assessed.
Preferably, the control system further includes display unit, and the display unit is for showing data integration
Data acquired in system, more specifically, the display unit can show each item data that above-mentioned component monitors in real time, and
It is compared with historical data, gross data, and then being capable of real-time confirmation support 1 safe condition of bracket.
According to an embodiment of the invention, a kind of steel platform operating method of the above-mentioned steel platform of control is also provided, including as follows
Step：
Control steel platform rises to the first precalculated position, after steel platform rises in place, is supervised with video by manually observing
The modes such as control are combined, and comprehensive judgement respectively supports bracket 1 to be close in the position of pre-buried bracket box 100, and ensure to support mating surface
111 region on pre-buried 100 lower plane of bracket box, this conveniently can subsequently support the stretching step of bracket 1；
Control support bracket 1 stretches into pre-buried bracket box 100；
It controls steel platform to decline, spacing ring 121 is entered in pre-buried bracket box 100, make all support brackets 1 closer in advance
Bracket box 100 is buried, avoids previous steel platform from directly falling the phenomenon that frame causes bracket pressure excessive and generates；
Control the groove 101 that the first telescoping cylinder stretches into pre-buried bracket box 100；
The absolute altitude of adjustment support bracket 1；
The first telescoping cylinder is controlled to retract from the groove 101 of pre-buried bracket box 100；
It controls steel platform to rise, specifically, using steel platform, other vertical supporting systems are lifted up slightly, make support ox
The support mating surface 111 of leg 1 is specific higher than one section of the lower cooperation plane of the pre-buried bracket box 100, such as 2cm or so so that limit
Position ring 121 is detached from pre-buried bracket box 100；
Control support bracket 1 is retracted from pre-buried bracket box 100；
Control steel platform is raised or lowered to the second precalculated position.
Preferably, the steel platform operating method further includes following steps：
The piston rod for controlling the second telescoping cylinder 131 stretches out, so that bracket body 11 stretches into pre-buried bracket box 100.
Preferably, the steel platform operating method further includes following steps：
During supporting bracket 1 to stretch into pre-buried bracket box 100, by obtaining the measured value of the first distance member 15,
What adjustment support bracket 1 stretched into pre-buried bracket box 100 stretches into depth；And/or the measurement by obtaining the second distance member 16
Value, the relative altitude between adjustment support bracket 1 and pre-buried bracket box 100.By this step, spacing can be monitored in real time, protected
Card support bracket 1 stretch into or the real time position of retraction process, prevent support bracket 1 or the first telescoping cylinder in stretching process or
It effectively improves with the collision of the pre-buried bracket box 100, safety during retraction.
Preferably, the step of absolute altitude of the adjustment support bracket 1 is by obtaining and comparing the absolute altitude of each spirit level 14
Numerical value adjusts each support bracket 1 so that respectively support bracket 1 is in same absolute altitude, specifically, respectively supporting bracket 1 to put in steel platform
After being placed in pre-buried bracket box 100, the initial of each support bracket 1 can be obtained according to the spirit level 14 integrated in each support bracket 1
Relative elevation, when relative elevation numerical bias is smaller, the extension elongation for adjusting the piston rod of the first telescoping cylinder is realized to first
The Local uniqueness of flexible in-cylinder pressure.When relative elevation numerical bias is excessive, then absolute altitude difference can be measured according to spirit level 14
Measured value, the extension elongation for adjusting the piston rod of the first telescoping cylinder carry out absolute altitude compensation, and it is initial partially to eliminate each pre-buried bracket box 100
Difference.
Those skilled in the art will readily recognize that under the premise of not conflicting, above-mentioned each advantageous manner can be free
Ground combination, superposition.
The above is merely preferred embodiments of the present invention, be not intended to limit the invention, it is all the present invention spirit and
All any modification, equivalent and improvement made by within principle etc., should all be included in the protection scope of the present invention.Above only
It is the preferred embodiment of the present invention, it is noted that for those skilled in the art, do not departing from this hair
Under the premise of bright technical principle, several improvements and modifications can also be made, these improvements and modifications also should be regarded as the guarantor of the present invention
Protect range.
Claims (10)
1. a kind of support bracket, which is characterized in that including bracket body (11), the bracket body (11) has support mating surface
(111), locking member (12) is equipped at the support mating surface (111), the locking member (12) can be embedded in pre-buried bracket
In the groove (101) of box (100), so that described in ensureing when the bracket body (11) is stretched into the pre-buried bracket box (100)
Support the fixation of bracket and pre-buried bracket box (100) position；Preferably, the locking member (12) includes the first telescoping cylinder, institute
State the piston external part end set spacing ring (121) of the first telescoping cylinder.
2. support bracket according to claim 1, which is characterized in that further include telescopic drive component (13), it is described flexible
Driving part (13) is for driving the bracket body (11) to generate back and forth movement；Preferably, telescopic drive component (13) packet
The second telescoping cylinder (131) is included, second telescoping cylinder (131) can push and pull the bracket body (11).
3. support bracket according to claim 2, which is characterized in that further include spirit level (14), the spirit level (14)
It is arranged on the upper horizontal plane of the bracket body (11)；Preferably, further include the first distance member (15), first ranging unit
Part (15) is installed on the bracket body (11) towards described pre-buried bracket box (100) one end, with measure the bracket body (11) with
Horizontal distance between the pre-buried bracket box (100), it is preferable that first distance member (15) is laser range finder；It is excellent
Selection of land further includes the second distance member (16), and second distance member (16) is installed on the support mating surface (111),
To measure the vertical distance between the support mating surface (111) and the pre-buried bracket box (100), it is preferable that described second
Distance member (16) is laser range finder；Preferably, the bracket body (11) also has metallic channel (17), the metallic channel (17)
Cable for accommodating first distance member (15), and/or, the cable of the second distance member (16), and/or, the water
The cable of quasi- instrument (14).
4. support bracket according to claim 3, which is characterized in that further include guide and limit part (18), the guiding limit
Position part (18) be set in outside the peripheral wall of the bracket body (11), with during the support bracket back and forth movement to the bracket
The direction of motion of body (11) guides.
5. a kind of steel platform, including platform framework (2), support bracket (1), which is characterized in that the support bracket (1) is right
It is required that the support bracket described in 8, the support bracket (1) is set to the fringe region of the platform framework (2), so that the steel
Platform is between wall；Preferably, the support bracket (1) is at least four groups, at least supports bracket (1) equal described in four groups
The even surrounding for being set to the platform framework (2).
6. a kind of steel platform control system of control steel platform as claimed in claim 5, which is characterized in that including data integration
Subsystem, control parts of motion, display unit, the data integration subsystem is for obtaining the displacement of moving component or the high number of degrees
It is analyzed according to and to the data of acquisition, the display unit is used to show the data of the data integration subsystem, the fortune
Dynamic control unit is used to control the movement of steel platform according to the data feedback of the data integration subsystem；Preferably, the fortune
Dynamic control unit includes steel platform elevating control component, rises or declines to control the steel platform along short transverse；It is preferred that
Ground, the control parts of motion further include the first oil cylinder control unit, to control the stretching of the first telescoping cylinder or retract；It is preferred that
Ground further includes the second oil cylinder control unit, to control the second telescoping cylinder (131) stretching or retract；Preferably, the data set
At subsystem further include apart from detection part, it is described apart from detection part and the first distance member (15), the second distance member
(16) be electrically connected, with measure in real time first distance member (15), the second distance member (16) and pre-buried bracket box (100) it
Between distance；Preferably, the data integration subsystem further includes level measurement component, the level measurement component and spirit level
(14) it is electrically connected, with the real-time absolute altitude for measuring support bracket (1)；Preferably, the data integration subsystem further includes that monitoring is pre-
Alert component, absolute altitude numerical value, the first distance member (15) and the second survey of the monitoring and early warning component real time monitoring support bracket (1)
Pressure value away from the distance between component (16) and pre-buried bracket box (100) numerical value, the first oil cylinder control unit, when numerical value is different
Chang Shi can send out early warning；Preferably, further include display unit, for showing the number acquired in the data integration subsystem
According to.
7. a kind of steel platform operating method using steel platform as claimed in claim 6, which is characterized in that including walking as follows
Suddenly：
Control steel platform rises to the first precalculated position；
Control support bracket (1) stretches into pre-buried bracket box (100)；
Steel platform is controlled to decline；
Control the groove (101) that the first telescoping cylinder stretches into pre-buried bracket box (100)；
The absolute altitude of adjustment support bracket (1)；
Steel platform is controlled to rise；
The first telescoping cylinder is controlled to retract from the groove (101) of pre-buried bracket box (100)；
Control support bracket (1) is retracted from pre-buried bracket box (100)；
Control steel platform is raised or lowered to the second precalculated position.
8. steel platform operating method according to claim 7, which is characterized in that further include following steps：
The piston rod for controlling the second telescoping cylinder (131) stretches out, so that bracket body (11) stretches into pre-buried bracket box (100).
9. steel platform operating method according to claim 8, which is characterized in that further include following steps：
During supporting bracket (1) to stretch into pre-buried bracket box (100), by the measurement for obtaining the first distance member (15)
Value, what adjustment support bracket (1) stretched into pre-buried bracket box (100) stretches into depth；And/or by obtaining the second distance member
(16) measured value, the relative altitude between adjustment support bracket (1) and pre-buried bracket box (100)；
Preferably, further include following steps：
After control support bracket (1) stretches into pre-buried bracket box (100), control steel platform declines；And/or control first is stretched
Before contracting cylinder is retracted from the groove (101) of pre-buried bracket box (100), control steel platform rises.
10. steel platform operating method according to claim 9, which is characterized in that the absolute altitude of the adjustment support bracket (1)
The step of by obtaining and comparing the absolute altitude numerical value of each spirit level (14), adjust each support bracket (1) so as to respectively support bracket
(1) it is in same absolute altitude.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042509A (en) * | 2019-12-27 | 2020-04-21 | 上海建工集团股份有限公司 | Intelligent support device and method for integral steel platform formwork |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH404935A (en) * | 1963-10-25 | 1965-12-31 | Ammann Ernst | Anchoring element that can be used as a dowel |
| BE704287A (en) * | 1966-09-26 | 1968-02-01 | ||
| FR2985532A1 (en) * | 2012-01-06 | 2013-07-12 | Robert Bazin | DEVICE FOR ASSISTANCE OF A MACON TO OBTAIN THE VERTICALITY OF WALLS WHEN BUILDING MACON WALLS |
| CN203583661U (en) * | 2013-11-13 | 2014-05-07 | 大连博跃科技发展有限公司 | Dome frame structure system |
| CN104631624A (en) * | 2014-12-10 | 2015-05-20 | 中建三局第一建设工程有限责任公司 | Automatic leveling device used for ends of supporting box girder in jacking formwork system |
| WO2016033770A1 (en) * | 2014-09-04 | 2016-03-10 | 冯新林 | Method for construction of suspended rhombic aluminum veneer shading curtain wall for exhibition hall |
| CN205152804U (en) * | 2015-11-17 | 2016-04-13 | 吕梁学院 | Jacking device for civil engineering |
| CN106812294A (en) * | 2016-12-14 | 2017-06-09 | 上海建工集团股份有限公司 | The intelligent bracket system and its installation and application of integral steel platform |
| CN208379758U (en) * | 2018-05-29 | 2019-01-15 | 上海建工四建集团有限公司 | Support bracket, steel platform, steel platform control system |
-
2018
- 2018-05-29 CN CN201810530999.9A patent/CN108487451B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH404935A (en) * | 1963-10-25 | 1965-12-31 | Ammann Ernst | Anchoring element that can be used as a dowel |
| BE704287A (en) * | 1966-09-26 | 1968-02-01 | ||
| FR2985532A1 (en) * | 2012-01-06 | 2013-07-12 | Robert Bazin | DEVICE FOR ASSISTANCE OF A MACON TO OBTAIN THE VERTICALITY OF WALLS WHEN BUILDING MACON WALLS |
| CN203583661U (en) * | 2013-11-13 | 2014-05-07 | 大连博跃科技发展有限公司 | Dome frame structure system |
| WO2016033770A1 (en) * | 2014-09-04 | 2016-03-10 | 冯新林 | Method for construction of suspended rhombic aluminum veneer shading curtain wall for exhibition hall |
| CN104631624A (en) * | 2014-12-10 | 2015-05-20 | 中建三局第一建设工程有限责任公司 | Automatic leveling device used for ends of supporting box girder in jacking formwork system |
| CN205152804U (en) * | 2015-11-17 | 2016-04-13 | 吕梁学院 | Jacking device for civil engineering |
| CN106812294A (en) * | 2016-12-14 | 2017-06-09 | 上海建工集团股份有限公司 | The intelligent bracket system and its installation and application of integral steel platform |
| CN208379758U (en) * | 2018-05-29 | 2019-01-15 | 上海建工四建集团有限公司 | Support bracket, steel platform, steel platform control system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042509A (en) * | 2019-12-27 | 2020-04-21 | 上海建工集团股份有限公司 | Intelligent support device and method for integral steel platform formwork |
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| CN108487451B (en) | 2023-07-28 |
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