CN104452965A - Meshing type stable steel framework - Google Patents
Meshing type stable steel framework Download PDFInfo
- Publication number
- CN104452965A CN104452965A CN201410619837.4A CN201410619837A CN104452965A CN 104452965 A CN104452965 A CN 104452965A CN 201410619837 A CN201410619837 A CN 201410619837A CN 104452965 A CN104452965 A CN 104452965A
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- Prior art keywords
- beam column
- steel
- steel beam
- steel component
- framework
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a meshing type stable steel framework which comprises a first steel component, a second steel component and a reinforcing rib plate. A meshing concave object and a meshing convex object which mesh with each other and a damping spring are arranged on the contact surface at the connecting position of the first steel component and the second steel component. A buckle plate part is arranged at the end of the first steel component, and a buckling protruding object used in cooperation with the buckle plate part is arranged on the second steel component, and the reinforcing rib plate is fixedly arranged between the first steel component and the second steel component. The meshing type stable steel framework is simple in structure, easy to mount, and safe and reliable in connection. The steel framework has the higher supporting strength and damping capability, and is long in service life.
Description
Technical field
The present invention relates to steel structure technical field, be specially one and suit type stabilized steel framework.
Background technology
Steel work is building structure conventional at present, but entirety be welded on not prison welding solid time easily damage, therefore support strength and the life-span of steel work are also affected, many steel work do not have good damping capacity, in the environment for use of high strength, very easily damage steel work, even can cause the dangerous factor.
Summary of the invention
One is the object of the present invention is to provide to suit type stabilized steel framework, to solve the problem proposed in above-mentioned background technology.
For achieving the above object, the invention provides following technical scheme: one suits type stabilized steel framework, comprise the first steel beam column, the second steel beam column and deep floor, the contact surface of described first steel beam column and the second steel beam column junction is provided with mutually suit suit concavo-convex thing and damping spring, the end of described first steel beam column is provided with buckle part, described second steel beam column is provided with buckle part with the use of fastening projection, described deep floor is fixed between the first steel beam column and the second steel beam column.
Preferably, described damping spring is connected to the first steel beam column and the second steel beam column.
Preferably, described deep floor is fixed between the first steel beam column and the second steel beam column, and deep floor and the first steel beam column, the second steel beam column are connected by screw.
Preferably, described Steel Structure is provided with antirust coat on the whole.
Compared with prior art, the invention has the beneficial effects as follows: this suits type stabilized steel framework, structure is simple, easy for installation, connects by suiting type and arranges deep floor, effectively raise stability and the support strength of Steel Structure, and the damping spring installed makes Steel Structure have higher damping capacity, make it not fragile in the environment for use of high strength, because Steel Structure is provided with antirust coat on the whole, effectively prevent the corrosion of Steel Structure, extend the application life of Steel Structure further.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
In figure: 1 first steel beam column, 2 suits concavo-convex thing, 3 buckle parts, 4 second steel beam column, 5 damping springs, 6 deep floors, 7 screws, 8 fastening projections.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, be clearly and completely described the technical scheme in the embodiment of the present invention, obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making the every other embodiment obtained under creative work prerequisite, belong to the scope of protection of the invention.
Refer to Fig. 1, the invention provides a kind of technical scheme: one suits type stabilized steel framework, comprise the first steel beam column 1, second steel beam column 4 and deep floor 6, the contact surface of described first steel beam column 1 and the second steel beam column 4 junction is provided with mutually suit suit concavo-convex thing 2 and damping spring 5, described damping spring 5 is connected to the first steel beam column 1 and the second steel beam column 4, by installing damping spring 5 on Steel Structure, effectively raise the damping capacity of Steel Structure, the end of described first steel beam column 1 is provided with buckle part 3, described second steel beam column 4 is provided with buckle part 3 with the use of fastening projection 8, described deep floor 6 to be fixed between the first steel beam column 1 and the second steel beam column 4, and ribs, 6 and first steel beam column 1, second steel beam column 4 is connected by screw 7, connect by suiting type and deep floor 6 is set, effectively raise stability and the support strength of Steel Structure, described Steel Structure is provided with antirust coat on the whole, effectively prevent the corrosion of Steel Structure, extend the application life of Steel Structure further.
To those skilled in the art, obviously the invention is not restricted to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present invention or essential characteristic, the present invention can be realized in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present invention is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the present invention.Any Reference numeral in claim should be considered as the claim involved by limiting.
In addition, be to be understood that, although this manual is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of manual is only for clarity sake, those skilled in the art should by manual integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.
Claims (4)
1. one kind suits type stabilized steel framework, comprise the first steel beam column, the second steel beam column and deep floor, it is characterized in that: the contact surface of described first steel beam column and the second steel beam column junction is provided with mutually suit suit concavo-convex thing and damping spring, the end of described first steel beam column is provided with buckle part, described second steel beam column is provided with buckle part with the use of fastening projection, described deep floor is fixed between the first steel beam column and the second steel beam column.
2. one according to claim 1 suits type stabilized steel framework, it is characterized in that: described damping spring is connected to the first steel beam column and the second steel beam column.
3. one according to claim 1 suits type stabilized steel framework, it is characterized in that: described deep floor is fixed between the first steel beam column and the second steel beam column, and deep floor and the first steel beam column, the second steel beam column are connected by screw.
4. one according to claim 1 suits type stabilized steel framework, it is characterized in that: described Steel Structure is provided with antirust coat on the whole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410619837.4A CN104452965A (en) | 2014-11-06 | 2014-11-06 | Meshing type stable steel framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410619837.4A CN104452965A (en) | 2014-11-06 | 2014-11-06 | Meshing type stable steel framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104452965A true CN104452965A (en) | 2015-03-25 |
Family
ID=52899658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410619837.4A Pending CN104452965A (en) | 2014-11-06 | 2014-11-06 | Meshing type stable steel framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104452965A (en) |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201261920Y (en) * | 2008-07-30 | 2009-06-24 | 纪勇 | Anti-vibration base plate of house |
| CN201539026U (en) * | 2009-10-30 | 2010-08-04 | 邢旺 | Connector for earthquake proofing of house beams |
| JP4734526B2 (en) * | 2001-06-07 | 2011-07-27 | 学校法人日本大学 | Structure damping device |
| CN102251677A (en) * | 2011-04-27 | 2011-11-23 | 武汉万福兴科技有限公司 | Method for manufacturing shockproof wooden house |
| CN202249068U (en) * | 2011-10-13 | 2012-05-30 | 谢春艳 | Anti-seismic hut |
| CN202401575U (en) * | 2012-01-16 | 2012-08-29 | 陕西新世纪场馆建设技术工程集团有限公司 | Fitted type stable steel structure |
| CN202559528U (en) * | 2012-03-30 | 2012-11-28 | 浙江致远钢结构工程有限公司 | Novel strong aseismatic steel structure |
| CN203160111U (en) * | 2013-01-18 | 2013-08-28 | 吴美俊 | Anti-corrosive cutting-buckling type steel structure |
| CN203230039U (en) * | 2013-03-11 | 2013-10-09 | 张康 | I beam structure assembly |
| CN203755459U (en) * | 2013-12-18 | 2014-08-06 | 贵州力宏钢结构有限公司 | I-profile steel installation piece |
| CN203821605U (en) * | 2014-03-21 | 2014-09-10 | 高金贺 | Steel structure beam column damping energy dissipation node structure |
| CN203891241U (en) * | 2014-04-09 | 2014-10-22 | 浙江广厦建设职业技术学院 | Combined steel structure |
| CN203891240U (en) * | 2014-04-09 | 2014-10-22 | 浙江广厦建设职业技术学院 | Building steel structure module |
-
2014
- 2014-11-06 CN CN201410619837.4A patent/CN104452965A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4734526B2 (en) * | 2001-06-07 | 2011-07-27 | 学校法人日本大学 | Structure damping device |
| CN201261920Y (en) * | 2008-07-30 | 2009-06-24 | 纪勇 | Anti-vibration base plate of house |
| CN201539026U (en) * | 2009-10-30 | 2010-08-04 | 邢旺 | Connector for earthquake proofing of house beams |
| CN102251677A (en) * | 2011-04-27 | 2011-11-23 | 武汉万福兴科技有限公司 | Method for manufacturing shockproof wooden house |
| CN202249068U (en) * | 2011-10-13 | 2012-05-30 | 谢春艳 | Anti-seismic hut |
| CN202401575U (en) * | 2012-01-16 | 2012-08-29 | 陕西新世纪场馆建设技术工程集团有限公司 | Fitted type stable steel structure |
| CN202559528U (en) * | 2012-03-30 | 2012-11-28 | 浙江致远钢结构工程有限公司 | Novel strong aseismatic steel structure |
| CN203160111U (en) * | 2013-01-18 | 2013-08-28 | 吴美俊 | Anti-corrosive cutting-buckling type steel structure |
| CN203230039U (en) * | 2013-03-11 | 2013-10-09 | 张康 | I beam structure assembly |
| CN203755459U (en) * | 2013-12-18 | 2014-08-06 | 贵州力宏钢结构有限公司 | I-profile steel installation piece |
| CN203821605U (en) * | 2014-03-21 | 2014-09-10 | 高金贺 | Steel structure beam column damping energy dissipation node structure |
| CN203891241U (en) * | 2014-04-09 | 2014-10-22 | 浙江广厦建设职业技术学院 | Combined steel structure |
| CN203891240U (en) * | 2014-04-09 | 2014-10-22 | 浙江广厦建设职业技术学院 | Building steel structure module |
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Application publication date: 20150325 |
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