CN201152040Y - Workshop single layer mixing bent structure - Google Patents
Workshop single layer mixing bent structure Download PDFInfo
- Publication number
- CN201152040Y CN201152040Y CNU2007202016512U CN200720201651U CN201152040Y CN 201152040 Y CN201152040 Y CN 201152040Y CN U2007202016512 U CNU2007202016512 U CN U2007202016512U CN 200720201651 U CN200720201651 U CN 200720201651U CN 201152040 Y CN201152040 Y CN 201152040Y
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- China
- Prior art keywords
- reinforced concrete
- steel
- column
- concrete column
- bent structure
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- Expired - Fee Related
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Abstract
The utility model provides a plant monolayer mixed bent structure which comprises a reinforced concrete column (1) and a foundation (4). The lower end of the reinforced concrete column (1) is rigidly connected with the foundation (4). The upper end of the reinforced concrete column (1) is rigidly connected with a steel column (2). The other end of the steel column (2) is connected with a steel beam (3). In the plant monolayer mixed bent structure which skillfully takes the advantage of large rigid of a prefabricated reinforced concrete column, a lower prop that transmits the load of a crane is designed to be the prefabricated reinforced concrete column, the crane beam of over 500mm is designed to be the steel column and a roof consists of the steel beam and a profiled steel sheet. Therefore, compared with the conventional structure of a prefabricated roof frame and a large roof board, the monolayer mixed bend structure used in the plant has the characteristics of speedy construction and beautiful appearance and achieves the aim of saving investments.
Description
Technical field:
The utility model relates to a kind of factory building, particularly the factory building bent structure.
Background technology:
Traditional steel concrete single storey industry workshop (load-carrying members system is made up of prefabricated reinforced concrete post, concrete roof truss, large roof slab), advantages such as though it is low to have cost, integral rigidity is better, and lateral deformation stiffness is big, but shortcomings such as it is slow to have speed of application simultaneously again, and profile is not attractive in appearance; Although steel building is because its quick construction, the bodily form is light and handy, good looking appearance, be applied to building structure in recent years increasingly extensively, particularly be applied to more in the factory building structure (load-carrying members system is made up of steel column, girder steel, profiled sheet), but it is poor that steel-structure factory building has integral rigidity again, the shortcoming that anti-sidesway ability is weak.Build for the large tonnage crane single storey industry workshop, can produce very big horizontal and vertical equity load to factory building during the crane operation, factory building vertical equity load can support and is delivered on the basis by intercolumniation is set, and factory building transverse horizontal load can only have enough horizontal lateral deformation stiffnesses to transmit by factory building columns, moreover, the horizontal movement value of factory building columns at crane runway absolute altitude place must satisfy the limit value of standard defined, exercise with the safety that guarantees crane, unlikely card rail, and in the factory building columns design of large tonnage crane, the horizontal movement limit value (being the rigidity control of post) that satisfies post becomes the major control factor of column section design.Steel are compared with concrete, has very high intensity and good ductility, steel column is generally formed by thin steel plate assembly welding, compare with prefabricated reinforced concrete post, the bearing capacity of steel column is very high, but lateral deformation stiffness is very poor, thereby the high advantage of steel strength is not brought into play well, want for the displacement that satisfies the rigidity of structure, have only the cross section of strengthening steel column, caused the waste of investment.On the contrary, prefabricated reinforced concrete column rigidity is big, and the reinforcing bar of configuration is also few in the post, and under the condition of same stiffness, the cost of prefabricated reinforced concrete column is more much smaller than steel column.
The utility model content:
Problem to be solved in the utility model is: provide a kind of and can satisfy quick construction, the bodily form is light and handy, good looking appearance, the horizontal force that is produced in the time of satisfying the operation of opposing large tonnage crane again, and the factory building individual layer that investment cost is low mixes bent structure, to overcome prior art problems.
The utility model is to constitute like this: it comprises reinforced concrete post 1, and the lower end of reinforced concrete post 1 is rigidly connected with basis 4, and the upper end of reinforced concrete post 1 and steel column 2 are rigidly connected, and the other end of steel column 2 connects girder steel 3.
Be rigidly connected with high-strength bolt between reinforced concrete post 1 and steel column 2, steel column 2 and the girder steel 3 and between the girder steel 3.
The utility model has utilized the big advantage of prefabricated reinforced concrete column rigidity very dexterously, the lower prop that transmits crane load is designed to prefabricated reinforced concrete column, crane girder 500mm is designed to steel column with upper prop, roof system is girder steel and profiled sheet, roof system part is compared with large roof slab with the prefabricated roof truss of traditional structure have quick construction, characteristics aesthetic in appearance, also reached the purpose of saving investment.
Description of drawings:
Fig. 1 is a structural representation of the present utility model.
The specific embodiment:
Embodiment of the present utility model: 500mm is a prefabricated reinforced concrete column 1 on from the basis section of anchoring into to the crane runway absolute altitude, from prefabricated capital to roofing cornice is steel column 2, be rigidly connected by high-strength bolt between prefabricated reinforced concrete column 1 and the steel column 2, steel column 2 is rigidly connected with girder steel 3 usefulness high-strength bolts, be rigidly connected with high-strength bolt between the girder steel 3, prefabricated reinforced concrete 1 is rigidly connected with basis 4, so just forms a kind of novel individual layer and mixes bent structure.
Claims (2)
1. a factory building individual layer mixes bent structure, it comprises reinforced concrete post (1), the lower end of reinforced concrete post (1) is rigidly connected with basis (4), and it is characterized in that: the upper end of reinforced concrete post (1) and steel column (2) are rigidly connected, and the other end of steel column (2) connects girder steel (3).
2. factory building individual layer according to claim 1 mixes bent structure, it is characterized in that: be rigidly connected with high-strength bolt between reinforced concrete post (1) and steel column (2), steel column (2) and the girder steel (3) and between the girder steel (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007202016512U CN201152040Y (en) | 2007-12-17 | 2007-12-17 | Workshop single layer mixing bent structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007202016512U CN201152040Y (en) | 2007-12-17 | 2007-12-17 | Workshop single layer mixing bent structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201152040Y true CN201152040Y (en) | 2008-11-19 |
Family
ID=40127720
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007202016512U Expired - Fee Related CN201152040Y (en) | 2007-12-17 | 2007-12-17 | Workshop single layer mixing bent structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201152040Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101824918B (en) * | 2009-03-04 | 2011-06-29 | 中国葛洲坝集团股份有限公司 | Construction method for dividing unit to prefabricate bearing bent frame |
| CN101748796B (en) * | 2008-12-17 | 2011-11-09 | 贵阳铝镁设计研究院有限公司 | Large-span mill construction with super heavy-duty steel structure and design method thereof |
| CN102418383A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Single-layer plant mixed structure system with traveling crane and construction method |
| CN102677925A (en) * | 2012-05-18 | 2012-09-19 | 谢合清 | Plant building for configuring crane |
| CN102817486A (en) * | 2012-09-07 | 2012-12-12 | 郑州新水工机械有限公司 | One-layered reinforced concrete structure of stirring station |
| CN104674948A (en) * | 2014-03-26 | 2015-06-03 | 机械工业第六设计研究院有限公司 | Large-span hybrid structure frame |
| CN106545082A (en) * | 2016-10-20 | 2017-03-29 | 钟立朋 | A kind of Single-Story Mill Bents structure |
| CN107724727A (en) * | 2017-11-16 | 2018-02-23 | 中冶京诚工程技术有限公司 | A kind of steel plant structure |
-
2007
- 2007-12-17 CN CNU2007202016512U patent/CN201152040Y/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101748796B (en) * | 2008-12-17 | 2011-11-09 | 贵阳铝镁设计研究院有限公司 | Large-span mill construction with super heavy-duty steel structure and design method thereof |
| CN101824918B (en) * | 2009-03-04 | 2011-06-29 | 中国葛洲坝集团股份有限公司 | Construction method for dividing unit to prefabricate bearing bent frame |
| CN102418383A (en) * | 2010-09-28 | 2012-04-18 | 杨峰 | Single-layer plant mixed structure system with traveling crane and construction method |
| CN102677925A (en) * | 2012-05-18 | 2012-09-19 | 谢合清 | Plant building for configuring crane |
| CN102817486A (en) * | 2012-09-07 | 2012-12-12 | 郑州新水工机械有限公司 | One-layered reinforced concrete structure of stirring station |
| CN102817486B (en) * | 2012-09-07 | 2015-03-04 | 郑州新水工机械有限公司 | One-layered reinforced concrete structure of stirring station |
| CN104674948A (en) * | 2014-03-26 | 2015-06-03 | 机械工业第六设计研究院有限公司 | Large-span hybrid structure frame |
| CN106545082A (en) * | 2016-10-20 | 2017-03-29 | 钟立朋 | A kind of Single-Story Mill Bents structure |
| CN107724727A (en) * | 2017-11-16 | 2018-02-23 | 中冶京诚工程技术有限公司 | A kind of steel plant structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: GUIYANG ALUMINUM AND MAGNESIUM DESIGN INSTITUTE CO Free format text: FORMER NAME: GUIYANG ALUMINIUM AND MAGNESIUM DESIGN INST. |
|
| CP03 | Change of name, title or address |
Address after: 550081 Guiyang Province, Jinyang New District, Zhu Zhu Road, No. 2 Patentee after: Guiyang Aluminum & Magnesium Design Institute Co., Ltd. Address before: 550004 No. 208, Beijing Road, Guiyang, Guizhou Patentee before: Guiyang Aluminium and Magnesium Design Inst. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081119 Termination date: 20141217 |
|
| EXPY | Termination of patent right or utility model |