CN108678366A - From the huge column form frame system of angle - Google Patents
From the huge column form frame system of angle Download PDFInfo
- Publication number
- CN108678366A CN108678366A CN201810609076.2A CN201810609076A CN108678366A CN 108678366 A CN108678366 A CN 108678366A CN 201810609076 A CN201810609076 A CN 201810609076A CN 108678366 A CN108678366 A CN 108678366A
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- hinged
- angle
- vertical supporting
- section
- horizontally
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- Granted
Links
- 238000009415 formwork Methods 0.000 claims abstract description 16
- 230000009194 climbing Effects 0.000 claims description 15
- 238000010276 construction Methods 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000009286 beneficial effect Effects 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
- 230000003014 reinforcing effect Effects 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/021—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns
Abstract
The present invention relates to technical field of building construction, provide a kind of from the huge column form frame system of angle, including form bracing, creeping formwork rail and template system；Form bracing includes horizontally-supported section, vertical supporting section and hanging seat；Vertical supporting section is hinged on horizontally-supported section of end；Hanging seat is hinged in vertical supporting section；Creeping formwork rail includes vertical two lifting rails disposed in parallel；Each lifting rail is respectively supported on the hanging seat of at least two layers form bracing；It is hinged with singletree and angular adjustment locking device between two lifting rails；Template system and two singletrees are hinged.The present invention from the huge column form frame system of angle, when use, horizontally-supported section of the support of wherein first floor plate and vertical supporting section are locked by anti-rotation device, adjust angle regulation locking device, so that lifting rail is rotated, and then template system is driven to change angle of inclination, template system is made to adapt to the variation that outline border cylinder tilts, operating process is simple, 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 the huge column form frame system of angle.
Background technology
A kind of existing high-rise building is designed with 16 outline border cylinders, each in the Core Walls Structure excircle of the skyscraper
Cylinder in the normal direction of Core Walls Structure outer circle, from bottom to top by section and section interlaced arrangement that is tilted to the right of being tilted to the left, cylinder
Section increases with floor and is gradually reduced.
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 the facade in Core Walls Structure outer circle normal direction is integral inclined and in the outline border cylinder for intersecting fold-line-shaped variation
Construction.
Invention content
The technical problem to be solved by the present invention is to：One kind is provided from the huge column form frame system of angle, template can be changed in core
The angle of inclination in perpendicular where heart cylinder outer circle normal direction.
The technical solution adopted by the present invention to solve the technical problems is：From the huge column form frame system of angle, including floor branch
Support, creeping formwork rail and template system；The form bracing includes horizontally-supported section, vertical supporting section and hanging seat；The vertical supporting
Section is hinged on horizontally-supported section of end；The hanging seat is hinged in vertical supporting section；The vertical supporting section and hanging seat difference
It can be rotated around its articulated position in the axially vertical plane with horizontally-supported section；
The creeping formwork rail includes vertical two lifting rails disposed in parallel；Each lifting rail is respectively supported at least two
On the hanging seat of layer form bracing；It is hinged at least two singletrees between two lifting rails；Two lifting rails
Between be additionally provided with angular adjustment locking device；The template system and two singletrees are hinged；At least one form bracing
It is provided with anti-rotation device between horizontally-supported section and vertical supporting section；The anti-rotation device is divided into two states, is freely respectively
State and lock-out state.
Further, the angular adjustment locking device is angularly disposed rod-adjurstable；During the rod-adjurstable includes
Between casing, the screw rod that is respectively hinged on two lifting rails；The both ends of the intermediate casing pass through oppositely oriented screw thread knot
Structure is connect with two screw rods respectively.
Further, the anti-rotation device includes the first connecting plate being arranged on horizontally-supported section, is arranged and is vertically propping up
Support the second connecting plate in section and the locking axis pin across the first connecting plate and the second connecting plate.
Further, the template system includes template and fixed plate；The fixed plate is respectively hinged at two singletrees
On；The template is removably mounted in fixed plate.
Further, the outside of each lifting rail is fixed with climbing frame montant by triatic stay；The climbing frame montant and
Multiple operating platforms are provided in the space that lifting rail surrounds；The operating platform is hinged on climbing frame montant and lifting rail
On.
Further, it is provided with guardrail around the operating platform.
The beneficial effects of the invention are as follows：The present invention from the huge column form frame system of angle, it is reasonable in design, it is easy to operate,
It is safe, it is applied widely.It, will wherein first floor plate in use, horizontally-supported section of form bracing is fixed on floor
Horizontally-supported section of support and vertical supporting section are locked by anti-rotation device, then by adjusting angle regulation locking device, just
The angle of inclination of lifting rail can be changed, and then template system is driven to change angle of inclination, adapt to what outline border cylinder tilted
Variation, operating process is simple, and construction efficiency is high.
Description of the drawings
Fig. 1 is the structure chart of Core Walls Structure and outline border cylinder in existing skyscraper；
Fig. 2 is the schematic view of facade structure of the present invention；
Fig. 3 is the vertical view of Fig. 2；
Fig. 4 is A-A sectional views in Fig. 2；
Fig. 5 is the structural schematic diagram of anti-rotation device in the present invention；
Fig. 6 is the structural schematic diagram of the first embodiment of the present invention；
Fig. 7 is the structural schematic diagram of second of embodiment of the present invention.
Reference numeral is in figure：1- form bracings, 2- creeping formwork rails, 3- template systems, 4- anti-rotation devices, 5- rod-adjurstables,
6- triatic stays, 7- climbing frame montants, 8- operating platforms, 9- guardrails, horizontally-supported section of 11-, 12- vertical supporting sections, 13- hanging seats,
21- lifting rails, 22- singletrees, 31- templates, 32- fixed plates, the first connecting plates of 41-, the second connecting plates of 42-, 43- locking pins
Axis, 51- intermediate casings, 52- screw rods, 60- Core Walls Structures, 70- cylinders.
Specific implementation mode
Present invention will be further explained below with reference to the attached drawings and examples：
As shown in Figures 1 to 7, of the present invention from the huge column form frame system of angle, including form bracing 1,2 and of creeping formwork rail
Template system 3；
The form bracing 1 includes horizontally-supported section 11, vertical supporting section 12 and hanging seat 13；The vertical supporting section 12 is cut with scissors
It is connected on horizontally-supported section 11 of end；The hanging seat 13 is hinged in vertical supporting section 12；The vertical supporting section 12 and hanging seat
13 can rotate in the axially vertical plane with horizontally-supported section 11 around its articulated position respectively；
The creeping formwork rail 2 includes vertical two lifting rails 21 disposed in parallel；Each lifting rail 21 is respectively supported at
On the hanging seat 13 of at least two layers form bracing 1；At least two singletrees 22 are hinged between two lifting rails 21；Two
Angular adjustment locking device is additionally provided between the lifting rail 21；The template system 3 and two singletrees 22 are hinged；Extremely
Horizontally-supported section 11 of a few form bracing 1 is provided with anti-rotation device 4 between vertical supporting section 12；The anti-rotation device 4
It is divided into two states, is free state and lock-out state respectively.
The form bracing 1 plays a supportive role, and bears the weight of entire form frame system.In use, by horizontally-supported section 11
It is fixed on floor, vertical supporting section 12 is located at the outside of floor.
Two lifting rails 21 are vertically arranged in parallel, and the distance between two lifting rails 21 are big according to the diameter of cylinder 70
It is small and design.Two singletrees 22 can be only set between two lifting rails 21, and the both ends of each singletree 22 are respectively articulated with
On two lifting rails 21 so that singletree 21 and the junction of lifting rail 21 can relatively rotate；Two singletrees 21 are flat
Row setting, the distance between they are set according to the height of template system 3.Further, may be used also between two lifting rails 21
More than two singletrees 22 are arranged, to increase the stability of creeping formwork rail 2.The purpose of angular adjustment locking device is to adjust to climb
The angle of inclination of guide rail 21 is risen, and the lifting rail 21 for adjusting angle of inclination is locked.
Template system 3 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 the dead weight of template system 3 and effect on it.
Two link positions are set from bottom to top on the template system 3, are respectively hinged on two singletrees 22.
The anti-rotation device 4 is divided to for two states, is free state and lock-out state respectively.When anti-rotation device 4 is in certainly
When by state, the vertical supporting section 12 of form bracing 1 can be rotated around hinge joint；When anti-rotation device 4 is in the lock state, floor
The vertical supporting section 12 of support 1 cannot be rotated around hinge joint.The purpose that anti-rotation device 4 is arranged is for the rotation of entire creeping formwork rail 2
Fulcrum is provided；That is, as shown in Fig. 2, working as horizontally-supported section 11 and vertical supporting section in N+1 layers of form bracing 1
Anti-rotation device 4 is set between 12, so that anti-rotation device 4 is in the lock state, at this point, by adjusting angular adjustment locking device, just
Lifting rail 21 can be made to be rotated around 13 position of hanging seat of N+1 layers of upper floor plate support 1, improve the accuracy of adjusting.
The present invention from the huge column form frame system of angle, it is reasonable in design, it is easy to operate, it is safe, it is applied widely.
In use, horizontally-supported section 11 of at least two layers form bracing 1 is fixed on floor, by the water of wherein first floor plate support 1
Flat supporting section 11 and vertical supporting section 12 are locked by anti-rotation device 4, then by adjusting angle regulation locking device, just
The angle of inclination of lifting rail 21 can be changed, and then template system 3 is driven to change angle of inclination, adapt to 70 lateral tilting of outline border cylinder
Oblique variation, operating process is simple, and construction efficiency is high.
The angular adjustment locking device can be cylinder, the hydraulic cylinder between being inclined at two lifting rails 21
Deng, preferably, the angular adjustment locking device be angularly disposed rod-adjurstable 5；During the rod-adjurstable 5 includes
Between casing 51, the screw rod 52 that is respectively hinged on two lifting rails 21；The both ends of the intermediate casing 51 pass through oppositely oriented
Helicitic texture connect respectively with two screw rods 52.The length of rod-adjurstable 5 is adjustable, and rod-adjurstable 5 favours singletree 22 and sets
It sets, by rotating intermediate casing 51, the length of rod-adjurstable 5 can be changed, and then lifting rail 21 is made to rotate, change, which is climbed, to be led
The angle of inclination of rail 21.
The anti-rotation device 4 includes the first connecting plate 41 being arranged on horizontally-supported section 11, is arranged in vertical supporting section
The second connecting plate 42 on 12 and the locking axis pin 43 across the first connecting plate 41 and the second connecting plate 42.In use, will lock
After rationed marketing axis 43 is inserted into the through-hole on the first connecting plate 41 and the second connecting plate 42, just it is in the lock state anti-rotation device 4, this
When form bracing 1 on vertical supporting section 12 cannot rotate；It is connected from the first connecting plate 41 and second when axis pin 43 will be locked
After being taken out in the through-hole of plate 42, anti-rotation device 4 is just set to be in free state, at this point, the vertical supporting section 12 on form bracing 1 is just
It can be rotated around articulated position.The lock and setting that the anti-rotation device 4 can also be provided on horizontally-supported section 11 are erecting
Lock tongue on supporting section 12, lock are matched with lock tongue.
In order to facilitate template 31 is replaced, the template system 3 includes template 31 and fixed plate 32；The fixed plate 32 is distinguished
It is hinged on two singletrees 22；The template 31 is removably mounted in fixed plate 32.The fixed plate 32 is from the top down
There are two installation site, two installation sites to be respectively hinged on two singletrees 22 for setting.Template 31 in the present invention uses
The reinforcing of the arc plank sheathing of sizing, cylindrical wooden template is assisted by mating steel band, using distinctive tongue and groove by multi-disc arc mould
Plate fastens, and template peripheral matched steel band is averagely less than or equal to one of banding of 20cm, side when steel band is also subject to concreting
Pressure；The template 31 can also be steel form, plastic formwork etc..
The outside of each lifting rail 21 is fixed with climbing frame montant 7 by triatic stay 6；It the climbing frame montant 7 and climbs
Multiple operating platforms 8 are provided in the space that guide rail 21 surrounds；The operating platform 8 is hinged on climbing frame montant 7 and lifting rail
On 21.By the way that operating platform 8 is arranged, construction personnel may stand on operating platform 8 and construct, and increase the convenience of construction
Property.By the way that operating platform 8 to be hinged on climbing frame montant 7 and lifting rail 21, make lifting rail 21 at adjustment angle of inclination
In the process, 8 not run-off the straight of the operating platform ensures the safety of operation.
For the safety for further increasing when operation, guardrail 9 is provided with around the operating platform 8.Further,
It is also hinged with singletree 22 between two climbing frame montants 7, improves the stability of whole device structure.
For sake of convenience, hereinafter so-called "left", "right" is consistent with the left and right directions of attached drawing itself, but not to this hair
Bright structure plays restriction effect.
Embodiment 1：
As shown in fig. 6, n-th layer, N+1 layers, be respectively fixed with two form bracings 1 on N+2 layers；Per the buildings Ceng Liangge
Plate support 1 is fixed on the both sides of cylinder 70；It is provided with anti-rotation device 4 on each form bracing 1；It is cut with scissors between two lifting rails 21
It connects there are two singletree 22, fixed plate 32 is hinged with two singletrees 22 respectively.In use, lifting rail 21 is supported on N
Layer, N+1 layers, on the hanging seat 13 of N+2 layers of form bracing 1；It will pacify for the template 31 between N+1 layers and N+2 layers
In fixed plate 32；The anti-rotation device 4 being arranged on N+1 layers of form bracing 1 is in the lock state, the building of other floors
Anti-rotation device 4 in plate support 1 is in free state；Then intermediate casing 51 is rotated, reduces the length of rod-adjurstable 5, makes to climb
It rises 21 entirety of guide rail to be rotated counterclockwise centered on the position that it connect with the hanging seat 13 on N+1 layers, drive is mounted on
Template 31 in fixed plate 32 rotates counterclockwise, until the slope one of template 31 and the cylinder 70 between N+1 layers and N+2 layers
Cause, then can in template 31 casting concrete.
Embodiment 2：
As shown in fig. 7, being respectively fixed with two form bracings 1 on N+1 layers, N+2 layers, N+3 layers；Two of every layer
Form bracing 1 is fixed on the both sides of cylinder 70；It is provided with anti-rotation device 4 on each form bracing 1；Between two lifting rails 21
Singletree 22 there are two hinged, fixed plate 32 are hinged with two singletrees 22 respectively.In use, lifting rail 21 is supported on
N+1 layers, N+2 layers, on the hanging seat 13 of N+3 layers of form bracing 1；It will be for the template 31 between N+2 layers and N+3 layers
In fixed plate 32；The anti-rotation device 4 being arranged on N+2 layers of form bracing 1 is in the lock state, other floors
Anti-rotation device 4 on form bracing 1 is in free state；Then intermediate casing 51 is rotated, increases the length of rod-adjurstable 5, makes
Lifting rail 21 is rotated clockwise centered on the position that it connect with the hanging seat 13 on N+2 layers, is driven and is mounted on admittedly
Template 31 on fixed board 32 rotates clockwise, until the slope one of template 31 and the cylinder 70 between N+2 layers and N+3 layers
Cause, then can in template 31 casting concrete.
Claims (6)
1. from the huge column form frame system of angle, it is characterised in that：Including form bracing (1), creeping formwork rail (2) and template system (3)；Institute
It includes horizontally-supported section (11), vertical supporting section (12) and hanging seat (13) to state form bracing (1)；Vertical supporting section (12) hinge
It is connected on the end of horizontally-supported section (11)；The hanging seat (13) is hinged in vertical supporting section (12)；The vertical supporting section
(12) and hanging seat (13) respectively can be interior around the rotation of its articulated position with the axially vertical plane of horizontally-supported section (11)；
The creeping formwork rail (2) includes vertical two lifting rails (21) disposed in parallel；Each lifting rail (21) supports respectively
On the hanging seat (13) of at least two layers form bracing (1)；It is hinged at least two stulls between two lifting rails (21)
Bar (22)；It is additionally provided with angular adjustment locking device between two lifting rails (21)；The template system (3) with two
Singletree (22) is hinged；It is provided between horizontally-supported section (11) and vertical supporting section (12) of at least one form bracing (1)
Anti-rotation device (4)；The anti-rotation device (4) is divided into two states, is free state and lock-out state respectively.
2. according to claim 1 from the huge column form frame system of angle, it is characterised in that：The angular adjustment locking device is
Angularly disposed rod-adjurstable (5)；The rod-adjurstable (5) includes intermediate casing (51), is respectively hinged at two lifting rails
(21) screw rod (52) on；The both ends of the intermediate casing (51) by oppositely oriented helicitic texture respectively with two screw rods
(52) it connects.
3. according to claim 1 from the huge column form frame system of angle, it is characterised in that：The anti-rotation device (4) includes setting
Set the first connecting plate (41) on horizontally-supported section (11), the second connecting plate (42) being arranged in vertical supporting section (12),
And the locking axis pin (43) across the first connecting plate (41) and the second connecting plate (42).
4. according to claim 1 from the huge column form frame system of angle, it is characterised in that：The template system (3) includes mould
Plate (31) and fixed plate (32)；The fixed plate (32) is respectively hinged on two singletrees (22)；The template (31) is removable
It is mounted in fixed plate (32) with unloading.
5. according to claim 1 from the huge column form frame system of angle, it is characterised in that：The outside of each lifting rail (21)
It is fixed with climbing frame montant (7) by triatic stay (6)；It is set in the space that the climbing frame montant (7) and lifting rail (21) surround
It is equipped with multiple operating platforms (8)；The operating platform (8) is hinged on climbing frame montant (7) and lifting rail (21).
6. according to claim 5 from the huge column form frame system of angle, it is characterised in that：Around the operating platform (8)
It is provided with guardrail (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810609076.2A CN108678366B (en) | 2018-06-13 | 2018-06-13 | Self-angle-changing large column formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810609076.2A CN108678366B (en) | 2018-06-13 | 2018-06-13 | Self-angle-changing large column formwork system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108678366A true CN108678366A (en) | 2018-10-19 |
| CN108678366B CN108678366B (en) | 2024-02-09 |
Family
ID=63811095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810609076.2A Active CN108678366B (en) | 2018-06-13 | 2018-06-13 | Self-angle-changing large column formwork system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108678366B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667437A (en) * | 2019-01-30 | 2019-04-23 | 煤炭工业合肥设计研究院有限责任公司 | A kind of structure platform system of adaptive soil layer requirement for bearing capacity |
| CN111705662A (en) * | 2020-05-22 | 2020-09-25 | 中建三局集团有限公司 | Deformable frame suitable for inclined structure construction |
| CN109667437B (en) * | 2019-01-30 | 2024-04-23 | 煤炭工业合肥设计研究院有限责任公司 | Structure platform system capable of adapting to soil layer bearing capacity requirement |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10022662A1 (en) * | 2000-05-10 | 2001-11-22 | Meyer Keller Noe Schalttech | Device to build formwork for concrete construction in stages; has two climbing frames extending along sides of construction to support formwork with guide unit and drive unit to move climbing frames |
| CN105908966A (en) * | 2016-06-02 | 2016-08-31 | 中国建筑第八工程局有限公司 | Creeping formwork system for oblique wall construction and construction method of creeping formwork system |
| CN206289964U (en) * | 2016-06-02 | 2017-06-30 | 中国建筑第八工程局有限公司 | For the climbing form system of sloping core construction |
| CN107165412A (en) * | 2017-07-17 | 2017-09-15 | 北京市建筑工程研究院有限责任公司 | A kind of rotatable attachment device and construction method for attached plate formula creeping formwork |
| CN206971720U (en) * | 2017-08-01 | 2018-02-06 | 北京市建筑工程研究院有限责任公司 | Hydraulic climbing formwork varied angle is climbed adjusting means |
| CN208329612U (en) * | 2018-06-13 | 2019-01-04 | 四川省第六建筑有限公司 | From the huge column form frame system of angle |
-
2018
- 2018-06-13 CN CN201810609076.2A patent/CN108678366B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10022662A1 (en) * | 2000-05-10 | 2001-11-22 | Meyer Keller Noe Schalttech | Device to build formwork for concrete construction in stages; has two climbing frames extending along sides of construction to support formwork with guide unit and drive unit to move climbing frames |
| CN105908966A (en) * | 2016-06-02 | 2016-08-31 | 中国建筑第八工程局有限公司 | Creeping formwork system for oblique wall construction and construction method of creeping formwork system |
| CN206289964U (en) * | 2016-06-02 | 2017-06-30 | 中国建筑第八工程局有限公司 | For the climbing form system of sloping core construction |
| CN107165412A (en) * | 2017-07-17 | 2017-09-15 | 北京市建筑工程研究院有限责任公司 | A kind of rotatable attachment device and construction method for attached plate formula creeping formwork |
| CN206971720U (en) * | 2017-08-01 | 2018-02-06 | 北京市建筑工程研究院有限责任公司 | Hydraulic climbing formwork varied angle is climbed adjusting means |
| CN208329612U (en) * | 2018-06-13 | 2019-01-04 | 四川省第六建筑有限公司 | From the huge column form frame system of angle |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667437A (en) * | 2019-01-30 | 2019-04-23 | 煤炭工业合肥设计研究院有限责任公司 | A kind of structure platform system of adaptive soil layer requirement for bearing capacity |
| CN109667437B (en) * | 2019-01-30 | 2024-04-23 | 煤炭工业合肥设计研究院有限责任公司 | Structure platform system capable of adapting to soil layer bearing capacity requirement |
| CN111705662A (en) * | 2020-05-22 | 2020-09-25 | 中建三局集团有限公司 | Deformable frame suitable for inclined structure construction |
| CN111705662B (en) * | 2020-05-22 | 2022-03-25 | 中建三局集团有限公司 | Deformable frame suitable for inclined structure construction |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108678366B (en) | 2024-02-09 |
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