CN201991226U - Flange template support structure - Google Patents
Flange template support structure Download PDFInfo
- Publication number
- CN201991226U CN201991226U CN2011200723619U CN201120072361U CN201991226U CN 201991226 U CN201991226 U CN 201991226U CN 2011200723619 U CN2011200723619 U CN 2011200723619U CN 201120072361 U CN201120072361 U CN 201120072361U CN 201991226 U CN201991226 U CN 201991226U
- Authority
- CN
- China
- Prior art keywords
- support
- steel
- flange
- wing
- edge
- 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 relates to a construction template support structure, in particular to a flange template support structure used in the floorslab construction of a steel frame and concrete combined structure. An I-beam is used as a support body, a support wood beam is arranged in a steel beam flange of the I-beam and is close to a steel beam web plate, and the lower end of the support wood beam is supported on the steel beam flange and the upper end of the support wood beam is propped against a #-type rack wood beam. The utility model effectively utilizes the structural characteristics of the I-beam flange in the steel frame and concrete combined structure, so that the I-beam flange can joint in the floorslab template support system; two rows of scaffolds on two sides of the steel beam in the original construction method are cancelled, so as to reduce construction cost of the scaffolds and solve the problems such as material turnover; the support effect is invariable, which conforms to safety and quality requirements; and the lower space is saved, and a novel path for the cost control of a project department is provided.
Description
Technical field
The utility model relates to building operations template braced structures, specifically is a kind of edge of a wing template braced structures that is used for the floor slab construction of steel frame concrete combined structure.
Background technology
Existing slab form braced structures is the frame mode of wooden form, flitch and steel pipe support combination, adopt this template supporting way need set up full hall scaffold, be used to support floor bottom template, this kind formwork bracing system is the mode that continue to use always in the civil engineering field, but this method assembly unit and the workload of building are big, and efficiency of construction is low, and taken limited circulation material, be unfavorable for the cost control of project, and taken the floor lower space, be unfavorable for that the interspersed of each operation carries out.
Summary of the invention
The utility model is intended to solve the problems referred to above that traditional slab form braced structures exists, and a kind of edge of a wing template braced structures of effectively utilizing the i beam edge of a wing in the steel frame concrete combined structure to participate in support is provided.
The technical solution adopted in the utility model is: a kind of edge of a wing template braced structures, it is supporter with the i beam, is provided with the support flitch in the girder steel edge of a wing of described i beam, and this supports flitch near steel beam web plate, its lower end is supported on the girder steel edge of a wing, and its upper end withstands on the well cabinet frame flitch.
Compared with prior art, the utility model has effectively utilized this design feature of the i beam edge of a wing in the steel frame concrete combined structure, make the i beam edge of a wing participate in the slab form support system, two row's scaffolds of girder steel both sides in original job practices have been cancelled, thereby reduced the cost of setting up of scaffold, solved problems such as material turnover, and support effect is constant, meets safety and quality requirement.Also saved lower space simultaneously, for project management department's cost control provides a new approach.
Description of drawings
Fig. 1 is a facade structures schematic diagram of the present utility model.
Among the figure: support flitch 1, the girder steel edge of a wing 2, steel beam web plate 3, scaffold 4, slab form 5, well cabinet frame flitch 6.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and Examples.
Referring to Fig. 1, the edge of a wing described in the utility model template braced structures belongs to the part of the slab form support system of steel frame concrete combined structure, in the slab form support system, comprise scaffold of setting up by traditional approach 4 and the well cabinet frame that constitutes by well cabinet frame flitch 6, scaffold 4 upper support well cabinet frames, well cabinet frame upper support slab form 5.Edge of a wing template braced structures is supporter with the i beam, be provided with in the girder steel edge of a wing 2 of i beam and support flitch 1, this supports flitch 1 near steel beam web plate 3, and its lower end is supported on the girder steel edge of a wing 2, its upper end withstands on the well cabinet frame flitch 6, thereby reaches the effect of supporting slab form 5.Supporting flitch 1 is the flitch of 50mm * 100mm * web height, and it is determined by the scaffold upright rod advance along beam direction spacing.Edge of a wing template braced structures can be cancelled two row's scaffolds of girder steel both sides in original job practices and is not done, and has saved material, and all the other position scaffolds are still set up according to original scaffold mode.
Claims (1)
1. edge of a wing template braced structures, it is a supporter with the i beam, it is characterized in that, be provided with the support flitch in the girder steel edge of a wing of described i beam, this supports flitch near steel beam web plate, and its lower end is supported on the girder steel edge of a wing, and its upper end withstands on the well cabinet frame flitch.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011200723619U CN201991226U (en) | 2011-03-18 | 2011-03-18 | Flange template support structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011200723619U CN201991226U (en) | 2011-03-18 | 2011-03-18 | Flange template support structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201991226U true CN201991226U (en) | 2011-09-28 |
Family
ID=44667715
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011200723619U Expired - Fee Related CN201991226U (en) | 2011-03-18 | 2011-03-18 | Flange template support structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201991226U (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102797353A (en) * | 2012-08-24 | 2012-11-28 | 西安西航集团铝业有限公司 | Early-detaching combined template system |
CN105133832A (en) * | 2015-08-03 | 2015-12-09 | 共享钢构有限责任公司 | Repeatedly used concrete floor template supporting device |
CN106522531A (en) * | 2016-12-09 | 2017-03-22 | 上海建工二建集团有限公司 | Ring lock scaffold opening portion bracket supporting system |
CN108393640A (en) * | 2018-05-18 | 2018-08-14 | 中国二十二冶集团有限公司 | Assemble the welding positioner of pipe I-steel |
CN109944427A (en) * | 2019-03-19 | 2019-06-28 | 五冶集团上海有限公司 | A kind of support frame for steel structural concrete platform and with its construction method |
-
2011
- 2011-03-18 CN CN2011200723619U patent/CN201991226U/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102797353A (en) * | 2012-08-24 | 2012-11-28 | 西安西航集团铝业有限公司 | Early-detaching combined template system |
CN102797353B (en) * | 2012-08-24 | 2015-08-26 | 西安西航集团铝业有限公司 | A kind of morning tears gang form system open |
CN105133832A (en) * | 2015-08-03 | 2015-12-09 | 共享钢构有限责任公司 | Repeatedly used concrete floor template supporting device |
CN106522531A (en) * | 2016-12-09 | 2017-03-22 | 上海建工二建集团有限公司 | Ring lock scaffold opening portion bracket supporting system |
CN106522531B (en) * | 2016-12-09 | 2019-04-30 | 上海建工二建集团有限公司 | The support system of one discharge plate buckle type scaffold door opening position bracket |
CN108393640A (en) * | 2018-05-18 | 2018-08-14 | 中国二十二冶集团有限公司 | Assemble the welding positioner of pipe I-steel |
CN108393640B (en) * | 2018-05-18 | 2019-10-15 | 中国二十二冶集团有限公司 | Assemble the welding positioner of round tube I-steel |
CN109944427A (en) * | 2019-03-19 | 2019-06-28 | 五冶集团上海有限公司 | A kind of support frame for steel structural concrete platform and with its construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201428239Y (en) | Supporting system for combined channel steel cantilever bracket template | |
CN201991226U (en) | Flange template support structure | |
CN101787796A (en) | Suspended formwork bracing system for steel structure concrete floor slab construction | |
CN106193589B (en) | Concrete superelevation heavy type beam and overlapping board combining structure method for supporting | |
CN203334425U (en) | Steel structure unit and steel structure system | |
CN104929294A (en) | Concrete composite plate with built-in cross hollow square steel pipes | |
CN203201140U (en) | Beam slab support | |
CN203475658U (en) | Connecting structure of curtain wall and high-level structural body | |
CN205259592U (en) | Template structure of steel construction floor | |
CN202000265U (en) | Concrete construction formwork for high pier of bridge | |
CN203856069U (en) | High-rise building steel structure | |
CN201011127Y (en) | Suspended steel wood combined template | |
CN103046743A (en) | High-rise conversion layer type steel concrete girder hanging type template supporting system and construction method | |
CN211257756U (en) | Progressive overhanging structure aiming at complex outer vertical surface modeling | |
CN202899639U (en) | Concrete column structure | |
CN201381642Y (en) | Crossbeam beam channel joist formwork supporting system | |
CN203603463U (en) | Elastic supporting formwork assembly for cast-in-place floor construction of steel structure building | |
CN203430006U (en) | Quick disassembly and assembly cantilever bracket for building outer wall construction | |
CN205224579U (en) | Steel framework template and self -supporting truss board combination concrete quick detach system | |
CN202850486U (en) | Aluminum-wood combined beam stressed template system | |
CN202157410U (en) | Semi-rigid steel frame structure of eccentric supports | |
CN203257080U (en) | Adjustable overhang supporting device for building construction | |
CN207749859U (en) | A kind of trestle support system for structure floor operation in Large-scale Hoisting equipment | |
CN202164729U (en) | Knee brace structure between beams of different heights | |
CN203961239U (en) | High-altitude overhanging awning construction operation 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: 20110928 Termination date: 20150318 |
|
EXPY | Termination of patent right or utility model |