CN204357115U - A kind of low level jacking formwork anti-rolling device - Google Patents
A kind of low level jacking formwork anti-rolling device Download PDFInfo
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- CN204357115U CN204357115U CN201420851022.4U CN201420851022U CN204357115U CN 204357115 U CN204357115 U CN 204357115U CN 201420851022 U CN201420851022 U CN 201420851022U CN 204357115 U CN204357115 U CN 204357115U
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- supporting
- base plate
- passage
- support post
- supporting component
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Abstract
The utility model discloses a kind of low level jacking formwork anti-rolling device, comprise the anti-side be arranged on concrete shear force wall in column to incline mechanism, the described anti-side mechanism that inclines comprises pedestal, supporting mechanism and supporting component, described pedestal comprises base plate and is vertically mounted on the side plate at base plate two ends, described base plate is fixedly mounted on concrete shear force wall, two described supporting mechanisms are arranged on the relative face of two side plates respectively, described supporting component is arranged on supporting mechanism, the passage of vertical direction is formed between two described supporting components, described passage and support post recessed bond ing.While the utility model can ensure the smooth jacking of the support post of low level jacking formwork, for providing the support of horizontal overturning or slip resistance analysis during mould bases duty, the danger that overall large inclination occurs whole formwork system can be reduced.
Description
Technical field
The utility model relates to a kind of safety device of building field, particularly relates to a kind of low level jacking formwork anti-rolling device.
Background technology
Along with continuing to increase of super highrise building height, low level backform technology is more and more widely used in Super High construction, low level jacking formwork is primarily of the firm platform of support body, support post, the compositions such as upper nowel beam and oil cylinder, along with duration in project and schedule requirement, in Core Walls Structure, usual 2 to the 3 layers of lifting of stiffness structure once, for the ease of the lifting of stiffness structure, backform frame system also does higher and higher, whole formwork system is supported by support post and upper nowel beam completely, but, support post is subject to the factors such as wind load in jacking and the course of work, whole backform frame system may be caused to have very wide-angle tilt instantaneously, to backform frame system security presence great risk.
Utility model content
The purpose of this utility model is to provide a kind of low level jacking formwork anti-rolling device that can effectively solve the problem, while it can ensure the smooth jacking of the support post of low level jacking formwork, for providing the support of horizontal overturning or slip resistance analysis during mould bases duty, the danger that overall large inclination occurs whole formwork system can be reduced.
The utility model solves the technical scheme that its technical problem adopts:
A kind of low level jacking formwork anti-rolling device is provided, this device comprises the anti-side be arranged on concrete shear force wall in column and to incline mechanism, the described anti-side mechanism that inclines comprises pedestal, supporting mechanism and supporting component, described pedestal comprises base plate and is vertically mounted on the side plate at base plate two ends, described base plate is fixedly mounted on concrete shear force wall, two described supporting mechanisms are arranged on the relative face of two side plates respectively, described supporting component is arranged on supporting mechanism, the passage of vertical direction is formed, described passage and support post recessed bond ing between two described supporting components.
By technique scheme, be bolted between described supporting mechanism and side plate, described side plate offer the bar hole of erection bolt.
By technique scheme, described supporting mechanism is connected by spring with between side plate.
By technique scheme, described supporting component is roller structure.
By technique scheme, the surface of described supporting component is glide mirror (plane).
By technique scheme, the gap between described passage and support post is less than 50mm.
The utility model, there is following beneficial effect: mechanism is in column to be arranged on concrete shear force wall this device by multiple anti-side being inclined, the passage in the vertical direction formed between the supporting component of same row is communicated with, support post can do persistent movement or discontinuity motion in the passage be communicated with, support post is when factors such as being subject to wind load affects, can be supported the support of assembly, larger side direction can be born to topple power, reduce the danger that overall large inclination occurs whole formwork system, to reach the object of safe spacing anti-side.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail, in accompanying drawing:
Fig. 1 is the structural representation of the utility model embodiment;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is that anti-side is inclined the structural representation of mechanism first embodiment;
Fig. 4 is that anti-side is inclined the structural representation of mechanism second embodiment;
Fig. 5 is that anti-side is inclined the structural representation of mechanism the 3rd embodiment;
Fig. 6 is that anti-side is inclined the structural representation of mechanism the 4th embodiment;
Fig. 7 is that anti-side is inclined the structural representation of mechanism the 5th embodiment.
In figure: 1-concrete shear force wall, 2-support post, 3-anti-side are inclined mechanism, 4-pedestal, 401-base plate, 402-side plate, 5-supporting mechanism, 6-supporting component, 7-passage.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
In preferred embodiment of the present utility model, as shown in Figure 1-Figure 3, a kind of low level jacking formwork anti-rolling device, this device comprises the anti-side be arranged on concrete shear force wall in column and to incline mechanism 3, the anti-side mechanism 3 that inclines comprises pedestal 4, supporting mechanism 5 and supporting component 6, pedestal 4 comprises base plate 401 and is vertically mounted on the side plate 402 at base plate 401 two ends, base plate 401 is fixedly mounted on concrete shear force wall 1, two supporting mechanisms 5 are arranged on the relative face of two side plates 402 respectively, supporting component 6 is arranged on supporting mechanism 5, the passage 7 of vertical direction is formed between two supporting components 6, passage 7 and support post 2 recessed bond ing.
In preferred embodiment of the present utility model, as shown in Figure 3, be bolted between supporting mechanism 5 and side plate 402, side plate 402 offer the bar hole of erection bolt, or, be connected by spring between supporting mechanism 5 with side plate 402, or, adopt oil cylinder piston to be connected between supporting mechanism 5 with side plate 402, with when mounted, supporting mechanism can to slide certain distance relative to pedestal, makes it be adjusted to actual requirement position.Also can by being welded to connect between supporting mechanism 5 and side plate 402, before installing, manually the position of adjustment supporting mechanism is welded on side plate again.
In preferred embodiment of the present utility model, as shown in Figure 3, Figure 4, supporting component 6 is roller structure, as shown in Fig. 3-Fig. 7, the surface of supporting component 6 is glide mirror (plane), supporting component can also be the combination of roller structure and glide mirror (plane), to make column energy smoothly along the smooth jacking of the passage between supporting component.
In preferred embodiment of the present utility model, as shown in Figure 2, the gap between passage 7 and support post 2 is less than 50mm.
As shown in Fig. 3-Fig. 7, the incline supporting component of mechanism of anti-side can be designed as various structures form, to adapt to the support post of the different structure shape adopting round steel, square steel or angle steel etc. to make.
Installation steps of the present utility model are as follows:
1, on level land, fix pedestal, according to schematic design value, supporting mechanism is initially attached on pedestal;
2, then install supporting component in the inner side of supporting mechanism, supporting component is connected with supporting mechanism by bearing pin;
3, according to the position of support post, the needs of actual condition, again with to pull or electric block anti-side of slinging is inclined mechanism, place anti-side from top to bottom to incline mechanism along column face, concrete shear force wall is installed multiple row anti-side and to incline mechanism, often arrange and at least comprise two anti-side and to incline mechanism;
4, incline after mechanism is arranged on concrete shear force wall until anti-side, then according to the actual range of column and supporting component, at horizontal plane by bar perform hole, suitably adjustment supporting mechanism is to precise mounting position;
5, support post can carry out jacking and working in the passage that supporting component is formed.
The utility model can regulate installation at random according to the position of support post, be applicable in the installation of many places application in building field, by multiple anti-side being inclined, mechanism is in column to be arranged on concrete shear force wall this device, the passage in the vertical direction formed between the supporting component of same row is communicated with, support post can do persistent movement or discontinuity motion in the passage be communicated with, support post is when factors such as being subject to wind load affects, can be supported the support of assembly, larger side direction can be born to topple power, reduce the danger that overall large inclination occurs whole formwork system, to reach the object of safe spacing anti-side.
The utility model is simple and reasonable, and side bearing capacity is large, and mounting and adjusting flexibility is large, and can repeat turnover and use, be an innovative point in building safety device.
Should be understood that, for those of ordinary skills, can be improved according to the above description or convert, and all these improve and convert the protection domain that all should belong to the utility model claims.
Claims (6)
1. a low level jacking formwork anti-rolling device, it is characterized in that, this device comprises the anti-side be arranged on concrete shear force wall in column and to incline mechanism, the described anti-side mechanism that inclines comprises pedestal, supporting mechanism and supporting component, described pedestal comprises base plate and is vertically mounted on the side plate at base plate two ends, described base plate is fixedly mounted on concrete shear force wall, two described supporting mechanisms are arranged on the relative face of two side plates respectively, described supporting component is arranged on supporting mechanism, the passage of vertical direction is formed between two described supporting components, described passage and support post recessed bond ing.
2. device according to claim 1, is characterized in that, is bolted between described supporting mechanism and side plate, described side plate offers the bar hole of erection bolt.
3. device according to claim 1, is characterized in that, described supporting mechanism is connected by spring with between side plate.
4. device according to claim 1, is characterized in that, described supporting component is roller structure.
5. device according to claim 1, is characterized in that, the surface of described supporting component is glide mirror (plane).
6. device according to claim 1, is characterized in that, the gap between described passage and support post is less than 50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420851022.4U CN204357115U (en) | 2014-12-26 | 2014-12-26 | A kind of low level jacking formwork anti-rolling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420851022.4U CN204357115U (en) | 2014-12-26 | 2014-12-26 | A kind of low level jacking formwork anti-rolling device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204357115U true CN204357115U (en) | 2015-05-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420851022.4U Expired - Fee Related CN204357115U (en) | 2014-12-26 | 2014-12-26 | A kind of low level jacking formwork anti-rolling device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204357115U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113423891A (en) * | 2018-09-25 | 2021-09-21 | 卡斯淘Msc有限公司 | Method for stabilizing jack-up platform unit |
-
2014
- 2014-12-26 CN CN201420851022.4U patent/CN204357115U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113423891A (en) * | 2018-09-25 | 2021-09-21 | 卡斯淘Msc有限公司 | Method for stabilizing jack-up platform unit |
| CN113423891B (en) * | 2018-09-25 | 2023-07-18 | 卡斯淘Msc有限公司 | Method for stabilizing a jack-up platform unit |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150527 Termination date: 20181226 |