CN108678365A - From angle hydraulic climbing form frame system - Google Patents
From angle hydraulic climbing form frame system Download PDFInfo
- Publication number
- CN108678365A CN108678365A CN201810607567.3A CN201810607567A CN108678365A CN 108678365 A CN108678365 A CN 108678365A CN 201810607567 A CN201810607567 A CN 201810607567A CN 108678365 A CN108678365 A CN 108678365A
- Authority
- CN
- China
- Prior art keywords
- climbing
- lifting rail
- form frame
- frame system
- hydraulic climbing
- 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
- 230000009194 climbing Effects 0.000 title claims abstract description 78
- 238000006073 displacement reaction Methods 0.000 claims abstract description 13
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 210000002105 tongue Anatomy 0.000 description 21
- 229910000831 Steel Inorganic materials 0.000 description 6
- 238000009415 formwork Methods 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000005266 casting Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 230000003319 supportive effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to technical field of building construction, provide a kind of from angle hydraulic climbing form frame system, including climbing scaffold system and form bracing；The form bracing includes the sliding part that mounting base and mounting base are slidably matched；One end of the sliding part is fixedly connected with hanging seat；It is provided with displacement adjustment device between the mounting base and sliding part；The climbing scaffold system includes vertically arranged lifting rail；The lifting rail is supported on the hanging seat of at least two layers form bracing.The present invention from angle hydraulic climbing form frame system, by adjusting displacement adjustment device, the angle of inclination of lifting rail can be changed, and then change the angle of inclination for the template system being mounted on climbing scaffold system, template system is set to adapt to the introversion of outline border cylinder, the variation of flare and interior plunging crown, operating process is assisted without tower crane, and construction efficiency is high.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of from angle hydraulic climbing form frame system.
Background technology
A kind of existing high-rise building is designed with 16 outline border cylinders outside the Core Walls Structure of the skyscraper, and cylinder is under
Upwards by being inclined outwardly section and inward slant section interlaced arrangement.The section of cylinder increases with floor and is gradually reduced, diameter change
Range is from 2800mm to 1200mm；The intilted maximum angle of cylinder is 7 °, and the maximum angle being inclined outwardly is 4 °.
Currently, generally using hydraulic climbing formwork device in high-rise or high-rise building outline border cylinder construction, creeping formwork has section
Province's template, installation is easy, easy to operate, safe, speed of application is fast, labour puts into low plurality of advantages.
Although existing hydraulic climbing formwork device have the advantages that it is many, since existing hydraulic climbing formwork device is only applicable to
The construction of vertical cylinder or wall, the poor universality of structure, the scope of application have apparent limitation；Outline border cylinder cannot be met
Change in size is more, and facade is integral inclined and in the construction for the outline border cylinder for intersecting fold-line-shaped variation.
Invention content
The technical problem to be solved by the present invention is to：One kind is provided from angle hydraulic climbing form frame system, high level is solved and builds
Build that outline border cylinder change in size is more, facade is integral inclined and in the climbing formwork for construction problem for intersecting fold-line-shaped variation.
The technical solution adopted by the present invention to solve the technical problems is：From angle hydraulic climbing form frame system, including climb
Frame system and form bracing；The form bracing includes the sliding part that mounting base and mounting base are slidably matched；The sliding part
One end is fixedly connected with hanging seat；It is provided with displacement adjustment device between the mounting base and sliding part；The climbing scaffold system includes
Vertically arranged lifting rail；The lifting rail is supported on the hanging seat of at least two layers form bracing.
Further, the displacement adjustment device includes the first nut, the first screw rod and end sleeve；First screw rod
On screw thread be divided into two sections, be dextrorotation screw thread and derotation screw thread respectively；First nut is mounted on sliding part；The end
Casing is mounted in mounting base；The both ends of first screw rod are threadedly coupled with first nut and end sleeve respectively.
Further, the mounting base include the pedestal being slidably matched with sliding part lower surface and with sliding part upper table
Face rolls the roller devices of cooperation；The pedestal is fixedly connected with the roller devices by connecting plate.
Further, the climbing scaffold system further includes the climbing frame montant being arranged on the outside of lifting rail；The lifting rail
At least one triatic stay and at least one adjustable inclined strut are provided between climbing frame montant；The both ends of the triatic stay and
The both ends of adjustable inclined strut are respectively hinged on lifting rail and climbing frame montant；Operating platform is installed on the triatic stay.
Further, the adjustable inclined strut includes intermediate casing, the second screw rod for being hinged on climbing frame montant, is hinged on
Third screw rod on lifting rail；The both ends of the intermediate casing have oppositely oriented internal thread, the two of the intermediate casing
End is connect with the second screw rod and third screw rod respectively by helicitic texture.
Further, which further includes hydraulic climbing system；On one of lifting rail side from
On be vertically provided with multiple hooks；It is provided on the hanging seat with the matched bearing pin of the hook and for bearing pin water
The dynamic sliding slot of translation；It is described to hang on bearing pin；It is removably disposed between at least one form bracing and lifting rail
There is hydraulic climbing system.
Further, the lifting rail includes flange plate；The hook is arranged in the front of the flange plate；The extension
The locating part positioned at the flange plate back side is additionally provided on seat.
Further, the locating part includes symmetrically arranged block tongue；The block tongue is parallel to the bearing pin setting；Institute
Block tongue is stated to be divided into unlatching in the axial movement of the hanging seat upper edge block tongue and be closed two states.
Further, the locking device when the block tongue in the closure state is additionally provided on the hanging seat.
Further, the return unit for making the bearing pin reset is provided between the hanging seat and the bearing pin.
The beneficial effects of the invention are as follows：The present invention from angle hydraulic climbing form frame system, reasonable in design, operation side
Just, safe, it is applied widely.In use, by adjusting displacement adjustment device, the inclination angle of lifting rail can be changed
Degree, and then change the angle of inclination for the template system being mounted on lifting rail makes template system adapt to outline border cylinder introversion, outer
Incline and the variation of interior plunging crown, operating process are assisted without tower crane, construction efficiency is high.
Description of the drawings
Fig. 1 is the schematic view of facade structure of the first embodiment of the invention；
Fig. 2 is the schematic view of facade structure of second of embodiment of the invention；
Fig. 3 is the vertical view of form bracing in the present invention；
Fig. 4 is A-A sectional views in Fig. 2；
Fig. 5 is the structural schematic diagram of hydraulic climbing system in the present invention；
Fig. 6 is the vertical view of lifting rail and hanging seat link position in the present invention；
Reference numeral is in figure：1- template systems, 2- climbing scaffold systems, 3- hydraulic climbing systems, 4- form bracings, 5- displacements
Regulating device, 201- lifting rails, 202- hooks, 203- triatic stays, 204- adjustable inclined struts, 205- operating platforms, 206-
Protective fence, 207- climbing frame montants, 301- hydraulic power cabinets, 302- hydraulic cylinders, 303- lifting devices, 401- mounting bases, 402-
Sliding part, 403- hanging seats, 404- bearing pins, 405- sliding slots, 406- block tongues, 407- return units, 408- locking devices, 501- first
Nut, the first screw rods of 502-, 503- end sleeves, 504- screw heads, 2011- flange plates, 2041- intermediate casings, 2042- second
Screw rod, 2043- third screw rods, 2044- handles, 4011- pedestals, 4012- roller devices, 4013- connecting plates, 4014- mounting holes.
Specific implementation mode
Present invention will be further explained below with reference to the attached drawings and examples：
As shown in Figures 1 to 6, of the present invention from angle hydraulic climbing form frame system, including climbing scaffold system 2 and floor
Support 4；The form bracing 4 includes the sliding part 402 that mounting base 401 and mounting base 401 are slidably matched；The sliding part 402
One end be fixedly connected with hanging seat 403；Displacement adjustment device 5 is provided between the mounting base 401 and sliding part 402；It is described
Climbing scaffold system 2 includes vertically arranged lifting rail 201；The lifting rail 201 is supported on the extension of at least two layers form bracing 4
On seat 403.
Template system 1 is a kind of temporary support structures, is made by design requirement, makes concrete structure, component by defined
Position, geometric dimension forming, keeps its correct position, and bears the external load of template system dead weight and effect on it.
As shown in Figure 1, the template system 1 in the present invention is using the arc plank sheathing of sizing, the reinforcing of cylindrical wooden template is by mating steel band
Auxiliary, is fastened multi-disc arc formwork using distinctive tongue and groove, and template peripheral matched steel band is averagely less than or equal to 20cm mono-
Road banding, lateral pressure when steel band is also subject to concreting.After template system 1 completes, it is mounted on and is climbed by connector
It rises on guide rail 201, the angle of inclination of template system 1 is adjusted by lifting rail 201.
Form bracing 4 plays a supportive role, and bears the weight of entire form frame system.It can be by form bracing 4 by mounting base 401
It is fixed on floor；It can position of the adjustment slide 402 in mounting base 401 by displacement adjustment device 5.
When work, according to design drawing, form bracing 4 is fixed at least two layers of floor, then pacifies lifting rail 201
On multiple hanging seats 403, template system 1 is mounted on lifting rail 201；By adjusting displacement adjustment device 5, changes and slide
Position of the moving part 402 in mounting base 401 can change the angle of inclination of lifting rail 201, and then change to be mounted on to climb and lead
The angle of inclination of template system 1 on rail 201 makes template system 1 adapt to the introversion of outline border cylinder, flare and interior plunging crown
Variation, operating process are assisted without tower crane, and construction efficiency is high.
The displacement adjustment device 5 includes the first nut 501, the first screw rod 502 and end sleeve 503；First spiral shell
Screw thread on bar 502 is divided into two sections, is dextrorotation screw thread and derotation screw thread respectively；First nut 501 is mounted on sliding part 402
On；The end sleeve 503 is mounted in mounting base 401；The both ends of first screw rod 502 respectively with first nut
501 and end sleeve 503 be threadedly coupled.
The sliding part 402 is two symmetrically arranged channel steels, and the first nut 501 is mounted on the space of two channel steel rear ends
It is interior；For convenience of operation, the end being connect with the first nut 501 on first screw rod 502 has integrally formed screw head
504, the cross section of the screw head 504 is regular hexagon, and the cross section of screw head 504 can also be other polygons.It uses
When, by spanner rotary screw head 504, the rotation of the first screw rod 502 is driven, the first nut 501 and end sleeve 503 can be changed
The distance between, and then change position of the sliding part 402 in mounting base 401, and it is easy to operate, it is easy to use.The displacement tune
Regulating device 5 can also be cylinder, hydraulic cylinder etc., and position of the sliding part 402 in mounting base 401 is adjusted by cylinder or hydraulic cylinder
It sets.
The mounting base 401 include the pedestal 4011 being slidably matched with 402 lower surface of sliding part and with sliding part 402
Upper surface rolls the roller devices 4012 of cooperation；The pedestal 4011 is fixed with the roller devices 4012 by connecting plate 4013
Connection.
The roller devices 4012 include at least a pair of of the idler wheel being arranged in 402 upper surface of sliding part, two idler wheel difference
It rolls and coordinates with the upper surface of two channel steels, by the way that idler wheel is arranged, reduce rubbing between roller devices 4012 and sliding part 402
Wipe power.Roller devices 4012 and pedestal 4011 are connected as entirety by connecting plate 4013, increase the steady of 401 entirety of mounting base
It is qualitative.Preferably, the quantity of the pedestal 4011 is two, and the roller devices 4012 are arranged in two pedestals 4011
Between.To make mounting base 401 be fixed conveniently, it is provided at least one mounting hole 4014 on the connecting plate 4013, passes through installation
Mounting base 401 can be fixed on floor by hole 4014 and fastener.
To make climbing scaffold system 2 that can also provide operating platform for construction personnel while support shuttering system 1, as preferred
Scheme, the climbing scaffold system 2 further include the climbing frame montant 207 being arranged in 201 outside of lifting rail；201 He of the lifting rail
At least one triatic stay 203 and at least one adjustable inclined strut 204 are provided between climbing frame montant 207；The triatic stay
203 both ends and the both ends of adjustable inclined strut 204 are respectively hinged on lifting rail 201 and climbing frame montant 207；The horizontal brace
Operating platform 205 is installed on bar 203.
Preferably, the quantity of the triatic stay 203 and adjustable inclined strut 204 is multiple, same vertical flat
The height between two adjacent triatic stays 203 in face is equal with the height between adjacent two layers floor, every layer of horizontal brace
Operating platform 205 is provided on bar 203.A part of the lifting rail 201 as climbing scaffold system 2, while as main load structure
Part and the component that climbs.Triatic stay 203, adjustable inclined strut 204 and climbing frame montant 207 form main load trivet.Operation is flat
Platform 205 is mounted on triatic stay 203, and construction personnel can construct on the operating platform 205.When due to adjusting floor
When supporting 4 and leading to 203 run-off the straight of triatic stay, by adjusting adjustable inclined strut 204, change the length of adjustable inclined strut 204
Degree, so that it may triatic stay 203 be adjusted into level, finally by 205 leveling of operating platform.
The adjustable inclined strut 204 include intermediate casing 2041, be hinged on triatic stay 203 the second screw rod 2042,
The third screw rod 2043 being hinged on lifting rail 201；The both ends of the intermediate casing 2041 have oppositely oriented internal thread,
The both ends of the intermediate casing 2041 are connect with the second screw rod 2042 and third screw rod 2043 respectively by helicitic texture.Into one
It walks, is additionally provided with handle 2044 on the intermediate casing 2041, by rotating handles 2044, the length of hound can be adjusted,
Triatic stay 203 is set to be in horizontality.The adjustable inclined strut 204 can also be cylinder, hydraulic cylinder etc..
To increase safety of the worker when being operated on operating platform 205, the edge of the operating platform 205 is provided with anti-
Guard fence 206.
Form frame system in the present invention further includes hydraulic climbing system 3；On one of the lifting rail 201 side
It is provided with multiple hooks 202 from the top down；Be provided on the hanging seat 403 with 202 matched bearing pins 404 of the hook,
And for sliding slot 405 that bearing pin 404 moves horizontally；The hook 202 is hung on bearing pin 404；At least one form bracing 4
Hydraulic climbing system 3 is detachably provided between lifting rail 201.The hydraulic climbing system 3 includes hydraulic power cabinet
301, hydraulic cylinder 302 and lifting device 303；Hydraulic power cabinet 301 is connect by oil pipe with hydraulic cylinder 302, the work of hydraulic cylinder 302
Stopper rod is connect with lifting device 303；There is the lift pin with 202 cooperation of hook on the lifting device 303；Often cover hydraulic power
Cabinet 301 can configure four hydraulic cylinders 302.
To prevent lifting rail 201 from toppling when climbing phenomenon, the lifting rail 201 includes flange plate 2011；
The hook 202 is arranged in the front of the flange plate 2011；It is additionally provided on the hanging seat 403 positioned at the flange plate 2011
The locating part of back side.The front of the flange plate 2011 refers to the side for being equipped with hook 202, the flange plate 2011
Back side refer to and corresponding that side in the front of flange plate 2011.Make the flange plate first by the way that locating part is arranged
2011 are only capable of moving up and down in the space that locating part is formed with bearing pin 404；Secondly, it is right by hydraulic climbing system 3 to prevent
When lifting rail 201 is lifted up, the climbing scaffold system 2 topples phenomenon；Increase the safety of entire climbing apparatus.
The locating part includes symmetrically arranged block tongue 406；The block tongue 406 is parallel to the setting of the bearing pin 404；Institute
Block tongue 406 is stated to be divided into unlatching in the axial movement of the hanging seat upper edge block tongue 406 and be closed two states.The block tongue 406
Open state refer to the distance between opposite end of two block tongues 406 be more than the flange plate 2011 width shape
State, at this time the lifting rail 201 can pass through between two block tongues 406；The closed state of the block tongue 406 refers to：Two
The distance between opposite end of a block tongue 406 is less than the state of the width of the flange plate 2011, at this time the lifting rail
201 are only capable of moving up and down in the space between block tongue 406 and bearing pin 404.
The locking device 408 in the closure state when the block tongue 406 is additionally provided on the hanging seat 403.Pass through lock
Determine device 408 and block tongue 406 is locked in closed state, avoids causing block tongue 406 to be in open state due to vibration when operation.
The locking device 408 can be locked out bolt, and block tongue 406 is locked on hanging seat 403 by locking bolt.The locking dress
It sets 408 and can also be locking pin.
The return unit 407 for making the bearing pin 404 reset is provided between the hanging seat 403 and the bearing pin 404.It is logical
Setting return unit 407 is crossed, bearing pin 404 can be made to be automatically moved to the front end of sliding slot 405, the sliding slot from the rear end of sliding slot 405
405 front end is referred to close to that one end of lifting rail 201.The return unit 407 can be resetting spring, elastic string etc..
For sake of convenience, it is assumed that can be poured in each operating position from angle hydraulic climbing form frame system in the present invention
Two layers of cylinder, but restriction effect is not played to the structure of the present invention.
For sake of convenience, hereinafter so-called "left", "right" is consistent with the left and right direction of attached drawing itself, but not to this
The structure of invention plays restriction effect.
Embodiment one：
Outline border cylindrical section shown in FIG. 1 is inward slant section, and the work progress of this section of cylinder is as follows：
1, form bracing 4 is fixed on n-th layer, N+1 layers, N+2 layers, assembled climbing scaffold system 2 is then supported on building
On the hanging seat 403 of plate support 4；N-th layer to the template system 1 between N+2 layers is fixed on climbing scaffold system 2；At N+2 layers
On, by spanner rotary screw head 504, drive the rotation of the first screw rod 502, and then make sliding part 402 in mounting base 401 to the right
It is mobile, to make lifting rail 201 be tilted to the right, finally make the slope and inward slant section outline border cylinder of template system 1
Slope is identical；Then the intermediate casing 2041 on rotation adjustable inclined strut 204, changes the length of adjustable inclined strut 204, will grasp
Make 205 leveling of platform, then construction personnel can construct on operating platform 203, the casting concrete in template system 1.
2, after n-th layer is poured to the cylinder between N+2 layers, template system 1 and climbing scaffold system 2 are separated, in N+3
Layer, N+4 layer, fixation supports floor 4 on N+5 layers；Then the cylinder body of hydraulic cylinder 302 is mounted on the form bracing 4 of n-th layer,
Lifting device 303 is mounted on lifting rail 201, hydraulic power cabinet 301,303 extended travel of hydraulic cylinder, lifting device are started
Lift pin on 303 withstands the hook 202 on lifting rail 201, pushes lifting rail 201 upward, the hook 202 at hitch point
Bearing pin 404 is pushed to the rear end of sliding slot 405.After the hook 202 of hitch point crosses bearing pin 404, bearing pin 404 passes through
Return unit 407 automatically resets, and hydraulic cylinder 302 is converted into recycling stroke, and lifting rail 201 declines, until hook 202 tangles again
Bearing pin 404.Hydraulic cylinder 302 continues to recycle, and when lifting device 303 drops to next raised position, converts hydraulic cylinder
302 arrive extended travel, and lifting device 303 rises, and the lift pin of lifting device 303 withstands the hook 202 on lifting rail 201,
Carry out next jacking stroke.
3, when being promoted climbing scaffold system 2 to N+2 layers to N+4 layers of operating position by hydraulic climbing system 3, by the
Template system 1 between N+2 layers to N+4 layers is mounted on climbing scaffold system 2；Then the casting concrete in template system 1.
Embodiment two：
Outline border cylindrical section shown in Fig. 2 is to be inclined outwardly section, and the cylinder of N+4 layer lower section is inward slant section, N+4 layers
The cylinder of top is to be inclined outwardly section.The work progress for being inclined outwardly section cylinder is as follows：
1, after the cylinder between N+2 layers to N+4 layers pours, template system 1 and climbing scaffold system 2 are separated, so
Climbing scaffold system 2 is promoted by the operating position to N+4 layers to N+6 layers by hydraulic climbing system 3 afterwards, by N+4 layers to N+6 layers
Between template system 1 be mounted on climbing scaffold system 2 on, on N+6 layers, pass through spanner rotary screw head 504, drive the first spiral shell
Bar 502 rotates, and then sliding part 402 is made to be moved to the left in mounting base 401, to make lifting rail 201 be tilted to the left, finally
Keep the slope of template system 1 identical as section slope of outline border cylinder is inclined outwardly；Then on rotation adjustable inclined strut 204
Intermediate casing 2041 changes the length of adjustable inclined strut 204, and by 205 leveling of operating platform, then construction personnel can operate
It constructs on platform 203, the casting concrete in template system 1.
2, after the cylinder between N+2 layers to N+4 layers pours, template system 1 and climbing scaffold system 2 are separated；In N
+ 7 layers, N+8 layers, fixed support floor 4 on N+9 layers；Then climbing scaffold system 2 is promoted to N+6 layers by hydraulic climbing system 3
To N+8 layers of operating position, the template system 1 between N+6 layers to N+8 layers is mounted on climbing scaffold system 2；Then in template
Casting concrete in system 1.
Claims (10)
1. from angle hydraulic climbing form frame system, it is characterised in that：Including climbing scaffold system (2) and form bracing (4)；The floor
Support (4) includes the sliding part (402) that mounting base (401) and mounting base (401) are slidably matched；The one of the sliding part (402)
End is fixedly connected with hanging seat (403)；It is provided with displacement adjustment device (5) between the mounting base (401) and sliding part (402)；
The climbing scaffold system (2) includes vertically arranged lifting rail (201)；The lifting rail (201) is supported at least two floors
Plate supports on the hanging seat (403) of (4).
2. according to claim 1 from angle hydraulic climbing form frame system, it is characterised in that：The displacement adjustment device
(5) include the first nut (501), the first screw rod (502) and end sleeve (503)；Screw thread point on first screw rod (502)
It is two sections, is dextrorotation screw thread and derotation screw thread respectively；First nut (501) is mounted on sliding part (402)；The end
Casing (503) is mounted in mounting base (401)；The both ends of first screw rod (502) respectively with first nut (501) and
End sleeve (503) is threadedly coupled.
3. according to claim 1 or 2 from angle hydraulic climbing form frame system, it is characterised in that：The mounting base (401)
Include the pedestal (4011) being slidably matched with sliding part (402) lower surface and rolls cooperation with sliding part (402) upper surface
Roller devices (4012)；The pedestal (4011) is fixedly connected with the roller devices (4012) by connecting plate (4013).
4. according to claim 1 or 2 from angle hydraulic climbing form frame system, it is characterised in that：The climbing scaffold system (2)
It further include the climbing frame montant (207) being arranged on the outside of lifting rail (201)；The lifting rail (201) and climbing frame montant (207)
Between be provided at least one triatic stay (203) and at least one adjustable inclined strut (204)；The triatic stay (203)
Both ends and the both ends of adjustable inclined strut (204) are respectively hinged on lifting rail (201) and climbing frame montant (207)；The level
Operating platform (205) is installed on strut (203).
5. according to claim 4 from angle hydraulic climbing form frame system, it is characterised in that：The adjustable inclined strut
(204) include intermediate casing (2041), the second screw rod (2042) for being hinged on climbing frame montant (207), be hinged on lifting rail
(201) the third screw rod (2043) on；The both ends of the intermediate casing (2041) have oppositely oriented internal thread, the centre
The both ends of casing (2041) are connect with the second screw rod (2042) and third screw rod (2043) respectively by helicitic texture.
6. according to claim 1 or 2 from angle hydraulic climbing form frame system, it is characterised in that：The form frame system also wraps
Include hydraulic climbing system (3)；One of the lifting rail (201) is provided with multiple hooks from the top down on side
(202)；It is provided on the hanging seat (403) with hook (202) the matched bearing pin (404) and for bearing pin
(404) sliding slot (405) moved horizontally；The hook (202) hangs on bearing pin (404)；At least one form bracing (4) with
Hydraulic climbing system (3) is detachably provided between lifting rail (201).
7. according to claim 6 from angle hydraulic climbing form frame system, it is characterised in that：The lifting rail (201)
Including flange plate (2011)；Front of hook (202) setting in the flange plate (2011)；On the hanging seat (403) also
It is provided with the locating part positioned at the flange plate (2011) back side.
8. according to claim 7 from angle hydraulic climbing form frame system, it is characterised in that：The locating part includes symmetrical
The block tongue (406) of setting；The block tongue (406) is parallel to the bearing pin (404) setting；The block tongue (406) can be described
The axial movement of hanging seat upper edge block tongue (406) is divided into unlatching and is closed two states.
9. according to claim 8 from angle hydraulic climbing form frame system, it is characterised in that：On the hanging seat (403) also
It is provided with and works as the locking device (408) of the block tongue (406) in the closure state.
10. according to claim 6 from angle hydraulic climbing form frame system, it is characterised in that：The hanging seat (403) and institute
State the return unit (407) for being provided between bearing pin (404) and the bearing pin (404) being made to reset.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810607567.3A CN108678365B (en) | 2018-06-13 | 2018-06-13 | Self-angle-changing hydraulic climbing formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810607567.3A CN108678365B (en) | 2018-06-13 | 2018-06-13 | Self-angle-changing hydraulic climbing formwork system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108678365A true CN108678365A (en) | 2018-10-19 |
| CN108678365B CN108678365B (en) | 2024-07-30 |
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ID=63810953
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810607567.3A Active CN108678365B (en) | 2018-06-13 | 2018-06-13 | Self-angle-changing hydraulic climbing formwork system |
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| Country | Link |
|---|---|
| CN (1) | CN108678365B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593584A (en) * | 2019-10-16 | 2019-12-20 | 四川省第六建筑有限公司 | Self-lifting unloading platform system for attached floor slab and lifting method thereof |
| CN111364755A (en) * | 2020-03-23 | 2020-07-03 | 北京市建筑工程研究院有限责任公司 | Connection structure of construction elevator and creeping formwork in elevator shaft |
| CN112031401A (en) * | 2020-08-05 | 2020-12-04 | 上海建工集团股份有限公司 | Two-way adjustable automatic template opening and closing system of climbing formwork and use method thereof |
| CN112160578A (en) * | 2020-09-17 | 2021-01-01 | 上海建工集团股份有限公司 | Floor slab attachment device of attachment type protection operation platform and use method thereof |
| CN112160579A (en) * | 2020-09-17 | 2021-01-01 | 上海建工集团股份有限公司 | Super high-rise construction protection operation platform system and construction method |
| CN114809572A (en) * | 2022-04-25 | 2022-07-29 | 中国建筑第二工程局有限公司 | Climbing frame protection structure and curved surface inclined climbing construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593584A (en) * | 2019-10-16 | 2019-12-20 | 四川省第六建筑有限公司 | Self-lifting unloading platform system for attached floor slab and lifting method thereof |
| CN111364755A (en) * | 2020-03-23 | 2020-07-03 | 北京市建筑工程研究院有限责任公司 | Connection structure of construction elevator and creeping formwork in elevator shaft |
| CN112031401A (en) * | 2020-08-05 | 2020-12-04 | 上海建工集团股份有限公司 | Two-way adjustable automatic template opening and closing system of climbing formwork and use method thereof |
| CN112160578A (en) * | 2020-09-17 | 2021-01-01 | 上海建工集团股份有限公司 | Floor slab attachment device of attachment type protection operation platform and use method thereof |
| CN112160579A (en) * | 2020-09-17 | 2021-01-01 | 上海建工集团股份有限公司 | Super high-rise construction protection operation platform system and construction method |
| CN112160578B (en) * | 2020-09-17 | 2022-04-19 | 上海建工集团股份有限公司 | Floor slab attachment device of attachment type protection operation platform and use method thereof |
| CN112160579B (en) * | 2020-09-17 | 2023-01-24 | 上海建工集团股份有限公司 | Super high-rise construction protection operation platform system and construction method |
| CN114809572A (en) * | 2022-04-25 | 2022-07-29 | 中国建筑第二工程局有限公司 | Climbing frame protection structure and curved surface inclined climbing construction method |
| CN114809572B (en) * | 2022-04-25 | 2024-04-02 | 中国建筑第二工程局有限公司 | Climbing frame protection structure and curved surface inclined climbing construction method |
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