CN203097293U - Corbel and suspension combined supporting system - Google Patents
Corbel and suspension combined supporting system Download PDFInfo
- Publication number
- CN203097293U CN203097293U CN 201320125667 CN201320125667U CN203097293U CN 203097293 U CN203097293 U CN 203097293U CN 201320125667 CN201320125667 CN 201320125667 CN 201320125667 U CN201320125667 U CN 201320125667U CN 203097293 U CN203097293 U CN 203097293U
- Authority
- CN
- China
- Prior art keywords
- supporting system
- corbel
- bracket
- conversion beam
- steel beam
- 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
Landscapes
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a corbel and suspension combined supporting system which comprises a steel beam and a secondary keel, wherein a conversion beam is horizontally inserted on the steel beam; a plurality of anchor rods are hung on the conversion beam; a template is arranged above the secondary keel; the anchor rods are fixed together with the secondary keel through a main keel; and the secondary keel is connected with the steel beam through the corbel. The supporting system utilizes the installed large-section-shaped steel beam to bear the dead weight of the conversion beam and the construction load, and transmits the loads to a vertical structure through the corbel and a suspended pull rod, so that the force transmission route is definite, and adverse effects on the substructure are not caused. When the size of the conversion beam is basically consistent, components of the suspension combined supporting system can be processed in large scale; and in addition, the supporting system has the characteristics of resource conservation, simple structure, easy construction, short construction period, cost saving, easiness in quality control and the like.
Description
Technical field
The utility model is specifically related to a kind of bracket and hangs combined support system; Belong to the realm of building construction.
Background technology
In modern construction engineering, the speed of speed of application depends on the progress of form work engineering to a great extent; The form work engineering of cast-in-place concrete structure is an important component part of building operations, the cast-in-place concrete structure project total cost accounts for very big ratio of total duration, and the selection of form bracing system directly influences concrete structure and component strength, rigidity, impression and the physical dimension degree of accuracy etc.; Along with Chinese economic development, large-sized reinforced concrete building in the city is more and more, construction scope is increasing, the high-supported formwork system must possess the stiffness and stability of high request in the reinforced concrete construction, because the deficiency of the unskilled and experience of high-supported formwork system construction technology causes the phenomenon of engineering accident to happen occasionally.
The utility model content
(1) technical problem that will solve
At the problems referred to above, the technical problems to be solved in the utility model provide a kind of simple in structure, construction is easy, safer and bracket and hang the combination support system more efficiently.
(2) technical scheme
A kind of bracket of the present utility model and suspension combination support system comprise girder steel and secondary joist; Laterally be interspersed with conversion beam on the described girder steel; Be hung with a plurality of anchor poles on the described conversion beam; Described secondary joist top is provided with template; Described anchor pole is fixed by main joist and secondary joist; Described secondary joist is connected with girder steel by bracket.
Further, described girder steel is square or circular.
Further, described anchor pole lower end is provided with screw.
Further, described bracket is welded on the girder steel in advance.
(3) beneficial effect
The utility model is compared and prior art, and it has following beneficial effect: a kind of safer and bracket and hang the combination support system more efficiently of the present utility model; This support system utilizes mounted heavy in section section steel beam to bear the deadweight and the working load of conversion beam, and by bracket and hang pull bar with Load Transfer to vertical structure, the power transmission route is clear and definite, can not cause adverse effect to substructure.When conversion beam size basically identical, but the required member scale processing of this suspension system; And, this support system have economize on resources, simple in structure, construction easily, the construction period is short, save cost and quality is easy to characteristics such as control.
Description of drawings
In order to be easy to explanation, the utility model is done to describe in detail by following concrete enforcement and accompanying drawing.
Fig. 1 is bracket of the present utility model and hangs the overall structure schematic diagram of combination support system.
The specific embodiment
As shown in Figure 1, a kind of bracket of the present utility model and suspension combination support system comprise girder steel 1 and secondary joist 6; Laterally be interspersed with conversion beam 3 on the described girder steel 1; Be hung with a plurality of anchor poles 5 on the described conversion beam 3; Described secondary joist 6 tops are provided with template 7; Described anchor pole 5 is fixing with secondary joist 6 by main joist 4; Described secondary joist 6 is connected with girder steel 1 by bracket 2.
Wherein, described girder steel 1 is square or circular; Described anchor pole 5 lower ends are provided with screw; Described bracket 2 is welded on the girder steel 1 in advance.
A kind of safer and bracket and hang the combination support system more efficiently of the present utility model; This support system utilizes mounted heavy in section section steel beam to bear the deadweight and the working load of conversion beam, and by bracket and hang pull bar with Load Transfer to vertical structure, the power transmission route is clear and definite, can not cause adverse effect to substructure.When conversion beam size basically identical, but the required member scale processing of this suspension system; And, this support system have economize on resources, simple in structure, construction easily, the construction period is short, save cost and quality is easy to characteristics such as control.
Embodiment recited above is described preferred implementation of the present utility model, is not that design of the present utility model and scope are limited.Under the prerequisite that does not break away from the utility model design concept; various modification and improvement that this area ordinary person makes the technical solution of the utility model; all should drop into protection domain of the present utility model; the technology contents that the utility model is asked for protection all is documented in claims.
Claims (4)
1. a bracket makes up support system with hanging, and it is characterized in that: comprise girder steel (1) and secondary joist (6); Laterally be interspersed with conversion beam (3) on the described girder steel (1); Be hung with a plurality of anchor poles (5) on the described conversion beam (3); Described secondary joist (6) top is provided with template (7); Described anchor pole (5) is fixing by main joist (4) and secondary joist (6); Described secondary joist (6) is connected with girder steel (1) by bracket (2).
2. a kind of bracket according to claim 1 and suspension combination support system, it is characterized in that: described girder steel (1) is for square or circular.
3. a kind of bracket according to claim 1 and suspension combination support system, it is characterized in that: described anchor pole (5) lower end is provided with screw.
4. a kind of bracket according to claim 1 and suspension combination support system, it is characterized in that: described bracket (2) is welded on the girder steel (1) in advance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320125667 CN203097293U (en) | 2013-03-19 | 2013-03-19 | Corbel and suspension combined supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320125667 CN203097293U (en) | 2013-03-19 | 2013-03-19 | Corbel and suspension combined supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203097293U true CN203097293U (en) | 2013-07-31 |
Family
ID=48848705
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320125667 Expired - Fee Related CN203097293U (en) | 2013-03-19 | 2013-03-19 | Corbel and suspension combined supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203097293U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672568A (en) * | 2016-03-29 | 2016-06-15 | 杭州江润科技有限公司 | Stratified casting construction method of super-large-section stiffened concrete transfer beam |
-
2013
- 2013-03-19 CN CN 201320125667 patent/CN203097293U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672568A (en) * | 2016-03-29 | 2016-06-15 | 杭州江润科技有限公司 | Stratified casting construction method of super-large-section stiffened concrete transfer beam |
| CN105672568B (en) * | 2016-03-29 | 2018-01-16 | 济南长兴建设集团有限公司 | Super-section strengthening concrete conversion beam placement layer by layer construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203499229U (en) | Operating platform for construction of elevator shaft | |
| CN204001731U (en) | A kind of shuttering supporting vertical rod base fixing device | |
| CN204491831U (en) | Novel can restore funcitons frame-brace structure system | |
| CN203097293U (en) | Corbel and suspension combined supporting system | |
| CN202899159U (en) | Outer hanging type construction elevator foundation | |
| CN204001189U (en) | A kind of steel frame supporting structure system of not bearing vertical load | |
| CN202689588U (en) | Safety rope cantilever support | |
| CN201762664U (en) | Bracket for mounting guardrail templates in bridge building | |
| CN205711761U (en) | A kind of Novel hanging basket of convenience and safety | |
| CN202544875U (en) | Front canopy type temporary supporting suspension device for anchor pole supporting tunnel construction | |
| CN205276846U (en) | Fixing device of builder's jack pole setting | |
| CN203755677U (en) | Lower suspension hoisting type hoisting device for reinforced concrete floor construction | |
| CN203334679U (en) | Steel reinforced concrete beam suspending and supporting structure | |
| CN202559748U (en) | Cast-in-place concrete reinforced steel crossbeam self-suspending template apparatus | |
| CN203531413U (en) | Auxiliary structure hoisting whole steel structure wire frame | |
| CN203783106U (en) | Hanging assembling moving platform | |
| CN202611077U (en) | Light steel keel boom back supporting member | |
| CN202359826U (en) | Structure for fixing stiff steel columns temporarily | |
| CN203175042U (en) | Large template hoisting device | |
| CN105178434B (en) | One kind chooses hovering and hangs building structure, building and annular building mansion | |
| CN202658868U (en) | Operating platform for super-high elevator shaft | |
| CN203475810U (en) | Overhanging scaffold bearing structure | |
| CN203924699U (en) | One flies mould | |
| CN208251607U (en) | A kind of connection structure between Bailey bracket and main body | |
| CN204081525U (en) | A kind of square steel column docking platform |
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: 20130731 Termination date: 20150319 |
|
| EXPY | Termination of patent right or utility model |