CN202810204U - Self-balancing formwork system structure for inclined reinforced column - Google Patents
Self-balancing formwork system structure for inclined reinforced column Download PDFInfo
- Publication number
- CN202810204U CN202810204U CN 201220343195 CN201220343195U CN202810204U CN 202810204 U CN202810204 U CN 202810204U CN 201220343195 CN201220343195 CN 201220343195 CN 201220343195 U CN201220343195 U CN 201220343195U CN 202810204 U CN202810204 U CN 202810204U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bars
- column
- balancing
- system structure
- self
- 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
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a self-balancing formwork system structure for an inclined reinforced column. Phi-22 bolt steel bars (2) transversely penetrate a column reinforcing formwork, and the Phi-22 bolt steel bars (2) which cannot penetrate the column reinforcing formwork are directly welded on the reinforced steel column. Meanwhile, Phi-22 formwork supporting steel bars (3) are obliquely welded on the reinforced steel column, intervals among the Phi-22 formwork supporting steel bars (3) are identical to vertical intervals among the Phi-22 bolt steel bars (2). Inclining force applied to the column formwork is transferred to the reinforced steel column via the Phi-22 bolt steel bars, so that the inclined column formwork can be 'supported on the upper portion and be hung on the lower portion', and self-balancing of the inclined reinforced column can be realized without being supported by a scaffold.
Description
Technical field
The utility model relates to the concrete structure construction field.
Background technology
In Structural Steel Reinforced Concrete, the construction of tilt column needs large tracts of land to set up support scaffolding.
It is loaded down with trivial details that large tracts of land is set up the support scaffolding construction, time-consuming taking a lot of work, and the safety of formwork bracing system is difficult to guarantee.
Because the strengthening concrete batter post cross section of prior art is large and post is higher, it is not-so-practical that large tracts of land is set up the shuttering supporting scaffold.
The utility model content
The purpose of this utility model is: a kind of inclination stiffness post self-balancing template system structure is provided.Large for post reinforcing bar cross section, by steel column self rigidity, be taper pile shuttering system Equilibrium, save post bottom template support scaffolding.
In order to achieve the above object, a kind of inclination stiffness post self-balancing template system structure that provides of the utility model adopts
22 bolt reinforcing bars 2 cross the cylinder reinforcing template, can't cross the cylinder reinforcing template
22 bolt reinforcing bars 2 are welded direct on the steel column; Weld at the steel column ramp simultaneously
22 shuttering supporting reinforcing bars 3,
22 shuttering supporting reinforcing bars, 3 spacings with
22 bolt reinforcing bars, 2 vertical spacings are identical.
Described
22 bolt reinforcing bars 2 pass an end of flitch secondary joist 5 with corresponding
3 welding of 22 shuttering supporting reinforcing bars.
Main joist steel pipe 6 be arranged in flitch secondary joist 5 with
Between the 22 shuttering supporting reinforcing bars 3.
Described flitch secondary joist 5 inwalls are provided with overlay film composite board 7.
Beneficial effect: the utility model adopts
22 reinforcing bars replace split bolt, and cross the cylinder reinforcing template, and the reinforcing bar that can't cross pillar is welded direct on the steel column.Weld at the steel column ramp simultaneously
22 shuttering supporting reinforcing bars, the skew force that column template is subject to passes to steel column by bearing bar, thereby taper pile shuttering is formed " upper support is lower hangs ", makes batter post lower inclined plane template need not scaffold support and can realize self-balancing.
Description of drawings
Fig. 1 the utility model self-balancing template system schematic diagram
Fig. 2 the utility model
22 bolt reinforcing bars, 2 location arrangement diagrams
I place hanging node enlarged drawing among Fig. 3 Fig. 1 and Fig. 2.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is elaborated.
Referring to figs. 1 through Fig. 3, in the present embodiment, adopt
22 bolt reinforcing bars 2 cross the cylinder reinforcing template, can't cross the cylinder reinforcing template
22 bolt reinforcing bars 2 are welded direct on the steel column; Weld at the steel column ramp simultaneously
22 shuttering supporting reinforcing bars 3,
22 shuttering supporting reinforcing bars, 3 spacings with
22 bolt reinforcing bars, 2 vertical spacings are identical.
Described
22 bolt reinforcing bars 2 pass an end of flitch secondary joist 5 with corresponding
3 welding of 22 shuttering supporting reinforcing bars.
Main joist steel pipe 6 be arranged in flitch secondary joist 5 with
Between the 22 shuttering supporting reinforcing bars 3.
Described flitch secondary joist 5 inwalls are provided with overlay film composite board 7.
The skew force that column template is subject to passes through
22 shuttering supporting reinforcing bars pass to steel column, thereby taper pile shuttering is formed " upper support is lower hangs ", make batter post lower inclined plane template need not scaffold support and can realize self-balancing.
The key technology of inclination stiffness post self-balancing template system is by steel column self rigidity, shores reinforcing bar and hanging node of lower step by batter post top, relies on
22 reinforcing bars transmit load, make the taper pile shuttering system reach the self-balancing effect.
Above content is the further description of the utility model being done in conjunction with optimal technical scheme, can not assert that the implementation of utility model only limits to these explanations.Concerning the utility model person of an ordinary skill in the technical field, under the prerequisite that does not break away from design of the present utility model, can also make simple deduction and replacement, all should be considered as protection domain of the present utility model.
Claims (4)
1. an inclination stiffness post self-balancing template system structure is characterized in that, described inclination stiffness post self-balancing template system structure adopts
22 bolt reinforcing bars (2) cross the cylinder reinforcing template, can't cross the cylinder reinforcing template
22 bolt reinforcing bars (2) are welded direct on the steel column; Weld at the steel column ramp simultaneously
22 shuttering supporting reinforcing bars (3),
22 shuttering supporting reinforcing bar (3) spacings with
The vertical spacing of 22 bolt reinforcing bars (2) is identical.
4. inclination stiffness post self-balancing template system structure according to claim 3 is characterized in that described flitch secondary joist (5) inwall is provided with overlay film composite board (7).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220343195 CN202810204U (en) | 2012-07-17 | 2012-07-17 | Self-balancing formwork system structure for inclined reinforced column |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220343195 CN202810204U (en) | 2012-07-17 | 2012-07-17 | Self-balancing formwork system structure for inclined reinforced column |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202810204U true CN202810204U (en) | 2013-03-20 |
Family
ID=47869110
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220343195 Expired - Fee Related CN202810204U (en) | 2012-07-17 | 2012-07-17 | Self-balancing formwork system structure for inclined reinforced column |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202810204U (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104100088A (en) * | 2014-07-23 | 2014-10-15 | 中建三局集团有限公司 | Method for reinforcing independent oblique column steel channel mold plate with ultrahigh large section |
CN105735642A (en) * | 2016-04-01 | 2016-07-06 | 中国建筑第八工程局有限公司 | Double-sided clean water inclined wall large-span window aperture template system and construction method thereof |
CN106088478A (en) * | 2016-08-23 | 2016-11-09 | 中建八局第二建设有限公司 | Tilt strength steel concrete cylinder construction method |
CN106351445A (en) * | 2016-08-26 | 2017-01-25 | 中天建设集团有限公司 | Bracing reinforcement system and installation construction method of steel reinforced concrete inclined shear wall form assembly |
CN108240070A (en) * | 2017-12-12 | 2018-07-03 | 广东省建筑工程机械施工有限公司 | A kind of casting method of tall and big batter post |
CN108265885A (en) * | 2017-07-14 | 2018-07-10 | 上海宝冶集团有限公司 | The construction method of tall and big nonopiate high inclination-angle abnormal shape concrete batter post |
CN117052134A (en) * | 2023-10-12 | 2023-11-14 | 中建海峡建设发展有限公司 | Diagonal column formwork supporting system for complex special-shaped building |
-
2012
- 2012-07-17 CN CN 201220343195 patent/CN202810204U/en not_active Expired - Fee Related
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104100088A (en) * | 2014-07-23 | 2014-10-15 | 中建三局集团有限公司 | Method for reinforcing independent oblique column steel channel mold plate with ultrahigh large section |
CN105735642A (en) * | 2016-04-01 | 2016-07-06 | 中国建筑第八工程局有限公司 | Double-sided clean water inclined wall large-span window aperture template system and construction method thereof |
CN106088478A (en) * | 2016-08-23 | 2016-11-09 | 中建八局第二建设有限公司 | Tilt strength steel concrete cylinder construction method |
CN106351445A (en) * | 2016-08-26 | 2017-01-25 | 中天建设集团有限公司 | Bracing reinforcement system and installation construction method of steel reinforced concrete inclined shear wall form assembly |
CN106351445B (en) * | 2016-08-26 | 2018-08-17 | 中天建设集团有限公司 | A kind of strengthening concrete sloping core form assembly bracing reinforcement system and construction method of installation |
CN108265885A (en) * | 2017-07-14 | 2018-07-10 | 上海宝冶集团有限公司 | The construction method of tall and big nonopiate high inclination-angle abnormal shape concrete batter post |
CN108240070A (en) * | 2017-12-12 | 2018-07-03 | 广东省建筑工程机械施工有限公司 | A kind of casting method of tall and big batter post |
CN108240070B (en) * | 2017-12-12 | 2020-04-28 | 广东省建筑工程机械施工有限公司 | Pouring method of tall and big batter post |
CN117052134A (en) * | 2023-10-12 | 2023-11-14 | 中建海峡建设发展有限公司 | Diagonal column formwork supporting system for complex special-shaped building |
CN117052134B (en) * | 2023-10-12 | 2023-12-08 | 中建海峡建设发展有限公司 | Diagonal column formwork supporting system for complex special-shaped building |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202810204U (en) | Self-balancing formwork system structure for inclined reinforced column | |
JP6289046B2 (en) | Temporary stand | |
CN204125899U (en) | A kind of long piled wharf super large framed bent cast-in-situ pile cap bed die support system | |
CN204475193U (en) | A kind of bridge support and bridge lower support system | |
CN204299145U (en) | For the operating platform that external climbing tower crane support frame is installed | |
CN109778898A (en) | A kind of novel tower crane pile foundation cushion cap | |
CN205077880U (en) | Steel column stands up uses auxiliary device | |
CN203271096U (en) | Operating platform | |
CN204825660U (en) | Bent cap staple bolt device | |
CN206308702U (en) | A kind of portable basis of derrick crane | |
CN203361603U (en) | Detachable anchoring part of building-type steel beam overhanging scaffold | |
CN203230165U (en) | Template support platform for ultra-high cantilever structure | |
CN202785387U (en) | Indoor cantilever crane | |
CN210562223U (en) | Slope protection template with arch framework | |
CN204875788U (en) | Stride a foundation ditch supporting beam construction pile -supported platform device | |
CN203334670U (en) | High supporting scaffold body | |
CN203834906U (en) | Triangular operation platform used for capital construction slope face | |
CN203334298U (en) | Connecting cover plate used for connecting angle brace and opposite bracing standard component | |
CN218292929U (en) | Support frame of hoop on civil engineering structure beam | |
CN203856482U (en) | Whole truss template device for arc top arch | |
CN205976405U (en) | A scaffold frame that slides for face of cylinder double -layer steel nets shell | |
CN204252573U (en) | Adjustable quick basement roof reinforcement support system | |
CN103276889B (en) | Full hall fastener type steel pipe scaffold anti-side shifting method | |
CN204531180U (en) | Control the stiff skeleton of large-scale component reinforcing bar binding precision | |
CN203890893U (en) | Supporting bracket for integral lifting of hollow slab girder |
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: 20130320 Termination date: 20190717 |
|
CF01 | Termination of patent right due to non-payment of annual fee |