CN203603459U - Stabilizing device for creeping formwork system - Google Patents
Stabilizing device for creeping formwork system Download PDFInfo
- Publication number
- CN203603459U CN203603459U CN201320761996.9U CN201320761996U CN203603459U CN 203603459 U CN203603459 U CN 203603459U CN 201320761996 U CN201320761996 U CN 201320761996U CN 203603459 U CN203603459 U CN 203603459U
- Authority
- CN
- China
- Prior art keywords
- formwork system
- creeping formwork
- connecting rod
- kayser
- securing device
- 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.)
- Expired - Fee Related
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 61
- 230000000087 stabilizing Effects 0.000 title abstract 3
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 210000003205 Muscles Anatomy 0.000 claims description 21
- 239000000789 fastener Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 4
- 230000002493 climbing Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000002965 rope Substances 0.000 description 3
- 239000011435 rock Substances 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
Images
Abstract
The utility model relates to a stabilizing device for a creeping formwork system. The stabilizing device comprises a rigid connecting rod and at least two rigid clamping components fixedly connected with the rigid connecting rod. One end of the rigid connecting rod is fixed to a vertical support frame of the creeping formwork system through the rigid clamping components, and the other end of the rigid connecting rod is fixed to a rigid steel rib column and/or a core barrel wall column main rib through the rigid clamping components. Due to the fact that the rigid connecting rod and the rigid clamping components are rigid components, deformation is not prone to occurring. When the vertical supporting frame is connected to the rigid steel rib column and/or the core barrel wall column main rib through the rigid connecting rod and the rigid clamping components, shaking caused by external force cannot be caused, and the stability of the creeping formwork system is improved.
Description
Technical field
The utility model relates to securing device technical field, particularly a kind of creeping formwork system securing device.
Background technology
Creeping formwork be wall-attached from climbing system, be the built-in fitting system that first floor concreting completes guide rail and support simultaneously, by hydraulic jack, guide rail and climbing frame are replaced jacking and are realized the structural system of creeping formwork pier stud concrete construction.
Current building construction has been moved towards high-end room and has been built field, and that super highrise building is built field proportion in high-end room is increasing.In Super High structure construction below 300m, generally use creeping formwork system, this creeping formwork system has operating platform and synchronizes the feature of climbing with template, vertical supporting frame, have structural stability good, save the duration, save the advantages such as tower crane time.Often send out area and in the high aerial stable and safety of hundreds of rice, the modes that adopt cable wind rope drawknots are carried out wind resistance reinforcing more at present in order to guarantee creeping formwork system in coastal typhoon and tropical storm.Utilize wire rope by the core wall structure of the vertical supporting frame of creeping formwork system and creeping formwork system (as stiffness structure in Core Walls Structure, on floor pre-buried draw ring etc.) carry out drawknot, to reach firm object.But the drawknot of wire rope is flexible drawknot, can produce distortion because of external force, can not guarantee firm under powerful wind action of creeping formwork system.
Therefore, how solving the poor problem of steadiness of creeping formwork system securing device, is those skilled in the art's technical issues that need to address.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of creeping formwork system securing device of the steadiness that can effectively improve creeping formwork system.
A kind of creeping formwork system of the utility model securing device, comprise rigidity connecting rod and at least two rigidity clamping parts that are fixedly connected with described rigidity connecting rod, one end of described rigidity connecting rod is fixed on by described rigidity clamping part on the vertical supporting frame of creeping formwork system, and the other end is fixed on the stiff steel reinforced column and/or the main muscle of Core Walls Structure wall column of creeping formwork system by described rigidity clamping part.
The utility model creeping formwork system securing device, wherein said rigidity clamping part is fastener or kayser;
The shape of cross section of described kayser is rectangle, and middle part is provided with connecting hole, and one side is provided with opening, and the position of described opening is fixedly connected with dismountable card.
The utility model creeping formwork system securing device, wherein for the described rigidity clamping part of the vertical supporting frame clamping of creeping formwork system be fastener, for the stiff steel reinforced column of creeping formwork system and/or the described rigidity clamping part of the main muscle clamping of Core Walls Structure wall column be kayser.
The utility model creeping formwork system securing device, inner side adjacent with a side that is provided with opening on wherein said kayser is shaped as circular arc.
The utility model creeping formwork system securing device, wherein said rigidity connecting rod is straight connecting rod.
The utility model creeping formwork system securing device, wherein said rigidity connecting rod is hollow rigid connecting rod.
The utility model creeping formwork system securing device, the diameter of wherein said hollow rigid connecting rod is 48mm, wall thickness is 3.5mm.
The utility model creeping formwork system securing device, wherein said kayser is tabular kayser.
The utility model creeping formwork system securing device, one end of wherein said card and the hinged setting of described kayser, the other end is fixedly connected on described kayser by movable latch.
With respect to prior art, the creeping formwork system that the utility model provides comprises rigidity connecting rod and rigidity clamping part with securing device.Rigidity clamping part is provided with at least two, is all fixedly connected with rigidity connecting rod.
The utility model reaches the object of fixing creeping formwork system by the vertical supporting frame of fixing creeping formwork system.In the time need to fixing the vertical supporting frame of creeping formwork system, by rigidity clamping part, the stiff steel reinforced column of vertical supporting frame and creeping formwork system and/or the main muscle of Core Walls Structure wall column are connected on rigidity connecting rod.Can vertical supporting frame be fixed on stiff steel reinforced column and/or the main muscle of Core Walls Structure wall column by rigidity connecting rod and rigidity clamping part like this.
Because rigidity connecting rod and rigidity clamping part are rigid element, can not produce easily distortion, therefore, when vertical supporting frame is connected to stiff steel reinforced column and/or the main muscle of Core Walls Structure wall column by rigidity connecting rod and rigidity clamping part, can not rock because external force produces, improve the steadiness of creeping formwork system.
Below in conjunction with accompanying drawing, the utility model creeping formwork system is described further with securing device.
Accompanying drawing explanation
Fig. 1 is the structural representation of creeping formwork system provided by the utility model securing device;
Fig. 2 is the left view of Fig. 1 provided by the utility model;
Fig. 3 is the structural representation of the kayser in the utility model;
Fig. 4 is the use state diagram of creeping formwork system provided by the utility model securing device;
Fig. 5 is the top view of Fig. 4 provided by the utility model.
In Fig. 1-Fig. 5:
Kayser-1, rigidity connecting rod-2, movable latch-3, stiff steel reinforced column-4, main muscle-5 of Core Walls Structure wall column, vertical supporting frame-6, fastener-7, card-8, connecting hole-9.
The specific embodiment
Core of the present utility model is to provide a kind of creeping formwork system securing device, can improve the steadiness of creeping formwork system.
In order to make those skilled in the art person understand better the utility model scheme, below in conjunction with the accompanying drawing in the utility model embodiment, technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is only the utility model part embodiment, rather than whole embodiment.Based on the embodiment in the utility model, those of ordinary skills are not making the every other embodiment obtaining under creative work prerequisite, all belong to the scope of the utility model protection.
Please refer to Fig. 1 and Fig. 2, the creeping formwork system that the utility model provides comprises rigidity connecting rod 2 and rigidity clamping part with securing device.Rigidity clamping part is provided with at least two, is all fixedly connected with rigidity connecting rod 2.
As shown in Figures 4 and 5, in the time need to fixing the vertical supporting frame 6 of creeping formwork system, by rigidity clamping part, the stiff steel reinforced column 4 of vertical supporting frame 6 and creeping formwork system and/or the main muscle 5 of Core Walls Structure wall column are connected on rigidity connecting rod 2.Can vertical supporting frame 6 be fixed on stiff steel reinforced column 4 and/or the main muscle 5 of Core Walls Structure wall column by rigidity connecting rod 2 and rigidity clamping part like this.
With respect to prior art, the utility model has the advantages that: because rigidity connecting rod 2 and rigidity clamping part are rigid element, can not produce easily distortion.Therefore, when vertical supporting frame 6 is connected to stiff steel reinforced column 4 and/or the main muscle 5 of Core Walls Structure wall column by rigidity connecting rod 2 and rigidity clamping part, can not rock because external force produces, improve the steadiness of creeping formwork system.
In a kind of specific embodiment, rigidity clamping part is divided into two kinds, with the rigidity clamping part of vertical supporting frame 6 clampings be fastener 7, with the rigidity clamping part of stiff steel reinforced column 4 and/or main muscle 5 clampings of Core Walls Structure wall column be kayser 1.
As shown in Figure 3, the shape of cross section of kayser 1 is rectangle, and middle part is provided with connecting hole 9.On a sidewall of kayser 1, be provided with for the main muscle 5 of stiff steel reinforced column 4 or Core Walls Structure wall column is passed, and enter into the opening of connecting hole 9, be fixedly connected with dismountable card 8 in the position of opening.
Because the distance between stiff steel reinforced column 4 or the main muscle 5 of Core Walls Structure wall column is less, kayser 1 is set to rectangular shape, facilitate kayser 1 through stiff steel reinforced column 4 or the main muscle 5 of Core Walls Structure wall column, the manufacturing cost that also can save kayser 1 simultaneously.
Certainly, the shape of cross section of kayser 1 can be also other shapes such as " F " shape.
As shown in Figure 1, when kayser 1 is installed to rigidity connecting rod 2, a side relative with the sidewall that is provided with opening on kayser 1 is fixed on rigidity connecting rod 2.And the bearing of trend that makes to be fixed on the sidewall on rigidity connecting rod 2 is identical with the bearing of trend of rigidity connecting rod 2, be subject to force direction along vertical supporting frame 6 to stiff steel reinforced column 4 due to kayser 1, so arrange, can further improve the steadiness of creeping formwork system, and because sidewall stressed on kayser 1 is overall structure, can further improve the application life of kayser 1.
Further, can make the circular arc that can fit with stiff steel reinforced column 4 or the main muscle 5 of Core Walls Structure wall column that is shaped as of sidewall adjacent with a side that is provided with opening on kayser 1.So arrange, can increase the contact area of kayser 1 and stiff steel reinforced column 4 or the main muscle 5 of Core Walls Structure wall column, disperse the stressed of kayser 1.
When card 8 is installed to kayser 1, make one end and the hinged setting of kayser 1 of card 8, the other end is fixed on kayser 1 by being arranged on the movable latch 3 of kayser 1, to save the set-up time.When stiff steel reinforced column 4 or the main muscle 5 of Core Walls Structure wall column enter into after connecting hole 9, by movable latch 3, card 8 is fixed on kayser 1, thereby stiff steel reinforced column 4 or the main muscle 5 of Core Walls Structure wall column are connected on rigidity connecting rod 2.
Certainly, movable latch 3 also can, with screw bolt and nut replacement etc., repeat no more herein.
Preferentially select as straight connecting rod herein, while causing the change of distance between stiff steel reinforced column 4 and the main muscle 5 of Core Walls Structure wall column because of construction, can easily fix vertical supporting frame 6 by straight connecting rod, thereby be applicable to the creeping formwork system of all size.
Further, kayser 1 is made as to tabular kayser, namely refers to that the cross sectional shape vertical with cross section is also rectangle.On rigidity connecting rod 2, offer the groove extending along axis direction.The width of groove is identical with the thickness of tabular kayser.In the time that kayser 1 is installed, the sidewall of kayser 1 is placed in groove, then kayser 1 is welded on rigidity connecting rod 2, time saving and energy saving.
Certainly, the sidewall of kayser 1 can be also round bar shape, kayser 1 is set on rigidity connecting rod 2, and can certainly be other shapes, repeat no more herein.
Preferentially select rigidity connecting rod 2 for hollow rigid connecting rod, to alleviate the weight of rigidity connecting rod 2, save workman's labour.
And preferentially selecting diameter is 48mm, the hollow rigid connecting rod that wall thickness is 3.5mm.Because the hollow rigid connecting rod of this kind of specification is national standard, convenient purchase and use.
Operation is simple with securing device for this creeping formwork system, is convenient to flexible installing/dismounting; And do not destroy original structure, do not need pre-buried drawknot embedded part, can guarantee the safety integrity of structure; Manufacture craft is simple, low cost of manufacture, construction period manpower short, that drop into are few, can save a large amount of funds and duration, has obvious economic benefit and social benefit.
The above embodiment is described preferred embodiment of the present utility model; not scope of the present utility model is limited; do not departing under the prerequisite of the utility model design spirit; various distortion and improvement that the common engineers and technicians in this area make the technical solution of the utility model, all should fall in the definite protection domain of claims of the present utility model.
Claims (9)
1. a creeping formwork system securing device, it is characterized in that: comprise rigidity connecting rod and at least two rigidity clamping parts that are fixedly connected with described rigidity connecting rod, one end of described rigidity connecting rod is fixed on by described rigidity clamping part on the vertical supporting frame of creeping formwork system, and the other end is fixed on the stiff steel reinforced column and/or the main muscle of Core Walls Structure wall column of creeping formwork system by described rigidity clamping part.
2. creeping formwork system securing device according to claim 1, is characterized in that: described rigidity clamping part is fastener or kayser;
The shape of cross section of described kayser is rectangle, and middle part is provided with connecting hole, and one side is provided with opening, and the position of described opening is fixedly connected with dismountable card.
3. creeping formwork system securing device according to claim 2, it is characterized in that: for the described rigidity clamping part of the vertical supporting frame clamping of creeping formwork system be fastener, for the stiff steel reinforced column of creeping formwork system and/or the described rigidity clamping part of the main muscle clamping of Core Walls Structure wall column be kayser.
4. creeping formwork system securing device according to claim 3, is characterized in that: inner side adjacent with a side that is provided with opening on described kayser is shaped as circular arc.
5. creeping formwork system securing device according to claim 4, is characterized in that: described rigidity connecting rod is straight connecting rod.
6. according to the creeping formwork system securing device described in any one in claim 3-5, it is characterized in that: described rigidity connecting rod is hollow rigid connecting rod.
7. creeping formwork system securing device according to claim 6, is characterized in that: the diameter of described hollow rigid connecting rod is 48mm, wall thickness is 3.5mm.
8. creeping formwork system securing device according to claim 7, is characterized in that: described kayser is tabular kayser.
9. creeping formwork system securing device according to claim 8, is characterized in that: one end of described card and the hinged setting of described kayser, the other end is fixedly connected on described kayser by movable latch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320761996.9U CN203603459U (en) | 2013-11-27 | 2013-11-27 | Stabilizing device for creeping formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320761996.9U CN203603459U (en) | 2013-11-27 | 2013-11-27 | Stabilizing device for creeping formwork system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203603459U true CN203603459U (en) | 2014-05-21 |
Family
ID=50716139
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320761996.9U Expired - Fee Related CN203603459U (en) | 2013-11-27 | 2013-11-27 | Stabilizing device for creeping formwork system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203603459U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113777A (en) * | 2015-09-11 | 2015-12-02 | 中国建筑第八工程局有限公司 | Structural construction equipment with cooperative transmission by beams in multiple layers and climb method thereof |
| CN106481070A (en) * | 2016-12-21 | 2017-03-08 | 中建二局第三建筑工程有限公司 | Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure and method |
-
2013
- 2013-11-27 CN CN201320761996.9U patent/CN203603459U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113777A (en) * | 2015-09-11 | 2015-12-02 | 中国建筑第八工程局有限公司 | Structural construction equipment with cooperative transmission by beams in multiple layers and climb method thereof |
| CN105113777B (en) * | 2015-09-11 | 2017-09-26 | 中国建筑第八工程局有限公司 | The structure construction equipment and its method of climbing of power transmission are cooperateed with using multilayer beam |
| CN106481070A (en) * | 2016-12-21 | 2017-03-08 | 中建二局第三建筑工程有限公司 | Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure and method |
| CN106481070B (en) * | 2016-12-21 | 2019-03-12 | 中建二局第三建筑工程有限公司 | Super High Core Walls Structure creeping formwork and aluminum dipping form binding site constructing structure and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203603459U (en) | Stabilizing device for creeping formwork system | |
| CN203113793U (en) | Large formwork installation system of oblique structure | |
| CN102505864A (en) | Method for assembling fixed ends of scaffold of large-volume triangular variable-section tubular truss structure | |
| CN202785387U (en) | Indoor cantilever crane | |
| CN203247869U (en) | Dismounting device used for building structure | |
| CN102704677A (en) | Telescopic formwork support beam | |
| CN203080931U (en) | Shear wall outer wall formwork bearing device | |
| CN205276846U (en) | Fixing device of builder's jack pole setting | |
| CN204715739U (en) | A kind of shear wall formwork ruggedized construction | |
| CN204876519U (en) | Building interior decoration frame of ascending a height | |
| CN211006352U (en) | Pier stud template reinforced structure | |
| CN202611250U (en) | Concreting platform for concrete filled steel tube column | |
| CN204571200U (en) | A kind of reinforcement for laid built on stilts antistatic floor | |
| CN203475810U (en) | Overhanging scaffold bearing structure | |
| CN202416861U (en) | Construction formwork supporter | |
| CN205907618U (en) | Box culvert centre form strutting arrangement | |
| CN202391193U (en) | Novel anemometer tower | |
| CN202706324U (en) | Fabricated building precast beam with safety belt tying and hanging device | |
| CN212743313U (en) | Integral steel platform of elevartor shaft combination | |
| RU173912U1 (en) | Spatial lattice support | |
| CN105442857A (en) | Space structure simple operating platform and installation method thereof | |
| CN201722912U (en) | Transverse support rod of scaffold | |
| CN202706209U (en) | Lintel and upper beam mechanism for building concrete structure | |
| CN205116725U (en) | Novel wall post template is consolidated and is drawn a combination component | |
| CN204828487U (en) | Easy dismouting guy rope connecting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140521 Termination date: 20181127 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |