CN2695510Y - Building body assembling frame structure - Google Patents
Building body assembling frame structure Download PDFInfo
- Publication number
- CN2695510Y CN2695510Y CN 200420040380 CN200420040380U CN2695510Y CN 2695510 Y CN2695510 Y CN 2695510Y CN 200420040380 CN200420040380 CN 200420040380 CN 200420040380 U CN200420040380 U CN 200420040380U CN 2695510 Y CN2695510 Y CN 2695510Y
- Authority
- CN
- China
- Prior art keywords
- reinforcement concrete
- steel bar
- frame structure
- concrete
- building body
- 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
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- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A building body assembling frame structure comprises reinforcement concrete pillars, reinforcement concrete longitudinal beams and reinforcement concrete transverse beams which are used for assembling the building body frame structure of each layer. The reinforcement concrete pillars are butt joined with the base and the reinforcement concrete pillars, and the reinforcement concrete pillars are overlapping joined with the reinforcement concrete transverse beams and the concrete longitudinal beams. Connecting steel castings are provided on the butt-joint point and the overlapping point of the reinforcement concrete pillars, the reinforcement concrete transverse beams and the reinforcement concrete longitudinal beams. Welding grooves are arranged on the steel casting edge, and the reinforcement concrete pillar cross-sections are in shape of a rectangle or a cylinder. The lifting combined manner is used to install and assemble from layer to layer to realize the purpose of the integral combination of the building body frame means, which reduces the operation difficulty brought by the high-lift operation. The utility model has the advantages that the project quality is guaranteed, the project progress is accelerated, the construction efficiency is improved and the building cost is reduced.
Description
Affiliated technical field:
The utility model relates to a kind of building body group frame structure.
Background technology:
Existing building body framework steel bar concrete column, steel bar concrete longeron, steel bar concrete crossbeam all are to form with the concrete cast-in-site, buildings is high more and cast and maintenance difficulty are big more, and vertical precision deviation that work high above the ground occurs and meteorologic factor cause the hidden danger of quality safety aspect often to be difficult to discovery to the influence of member.
Summary of the invention:
In order to overcome the deficiency of said frame structure in architectural process, the purpose of this utility model is to provide a kind of building body group frame structure, and this building body group frame structure can make whole building operation simplify, raise the efficiency, the reduction of erection time, use manpower and material resources sparingly, reduce construction costs, ensure the quality of products.
The technical scheme that its technical problem that solves the utility model adopts is: body group frame structure in building comprises steel bar concrete column, steel bar concrete longeron, the steel bar concrete crossbeam of combination building each floor framework of body, the steel bar concrete column docks combination with base, steel bar concrete column with the steel bar concrete column, steel bar concrete column and steel bar concrete crossbeam, the combination of steel bar concrete longeron overlap joint.Steel bar concrete column, steel bar concrete crossbeam, the butt joint of steel bar concrete longeron, lap-joint are provided with the connection steel part, and the steel part edge is provided with bevel for welding, and the steel bar concrete column cross-section is rectangular or cylindrical.
The beneficial effects of the utility model are, it had both had the raising efficiency of construction, shorten the duration of a project, reduce the characteristics of construction costs, have the beneficial effect that guarantees workmanship safety again,
Description of drawings:
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is a facade organigram of the present utility model;
Fig. 2 is a planar configuration schematic diagram of the present utility model.
Among the figure, 1, the steel bar concrete crossbeam, 2, the steel bar concrete column, 3, column butt joint steel part, 4, the steel bar concrete longeron.
The specific embodiment:
In Fig. 1, steel bar concrete crossbeam 1 two ends are overlapped in the connection platform of steel bar concrete column 2, and the junction is provided with steel part, and the back firm welding is installed.
In Fig. 2, steel bar concrete longeron 4 is identical with the steel bar concrete crossbeam with the method for attachment of steel bar concrete column 2, and column butt joint steel part 3 is provided with respectively at the two ends of column, is used for column and docks with column with base, column.Steel bar concrete column 2 cross sections are rectangular or cylindrical, are provided with as required.
During use, at first dwindle the building body group frame tectonic model of producing this project and to its test of tectonic loading technical application and demonstration according to the ratio of project blue print, according to result of the test the technological deficiency that exists is corrected change, then by after changing object of construction production plan processing building each floor of body group frame steel bar concrete column independently, the steel bar concrete crossbeam, the steel bar concrete longeron, the reinforced concrete floor prefabricated units, overall process enforcement column under the surveyor's transit monitoring is installed to be docked with pedestal, column docks with column, column and longeron, column and crossbeam overlap joint, the member junction all is provided with steel part, the steel part edge is provided with bevel for welding, steel part and weld bond are all done preservative treatment, successively install, realize the purpose of building body group frame entire combination.
Claims (3)
1, a kind of building body group frame structure, the steel bar concrete column, steel bar concrete longeron, the steel bar concrete crossbeam that comprise combination building each floor framework of body, it is characterized in that concrete column docks combination with base, concrete column with concrete column, concrete column and concrete crossbeam, the combination of concrete longeron overlap joint.
2, body group frame structure in building according to claim 1 is characterized in that concrete column, concrete crossbeam, the butt joint of concrete longeron, lap-joint are provided with the connection steel part, and the steel part edge is provided with bevel for welding.
3, according to claim 1 and the described building of claim 2 body group frame structure, it is characterized in that the steel bar concrete column cross-section is rectangular or cylindrical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420040380 CN2695510Y (en) | 2004-05-08 | 2004-05-08 | Building body assembling frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420040380 CN2695510Y (en) | 2004-05-08 | 2004-05-08 | Building body assembling frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2695510Y true CN2695510Y (en) | 2005-04-27 |
Family
ID=34774284
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200420040380 Expired - Fee Related CN2695510Y (en) | 2004-05-08 | 2004-05-08 | Building body assembling frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2695510Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101435270B (en) * | 2007-11-13 | 2012-04-04 | 上海宝冶建设有限公司 | High layer post subsection butt-joint operating method |
| TWI669252B (en) * | 2017-01-25 | 2019-08-21 | 神州企業股份有限公司 | Box skeleton structure and manufacturing method thereof |
-
2004
- 2004-05-08 CN CN 200420040380 patent/CN2695510Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101435270B (en) * | 2007-11-13 | 2012-04-04 | 上海宝冶建设有限公司 | High layer post subsection butt-joint operating method |
| TWI669252B (en) * | 2017-01-25 | 2019-08-21 | 神州企業股份有限公司 | Box skeleton structure and manufacturing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |