CN1613745A - Connecting method and structure of crane beam for self adaptable column sedimentation - Google Patents
Connecting method and structure of crane beam for self adaptable column sedimentation Download PDFInfo
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- CN1613745A CN1613745A CN 200410155442 CN200410155442A CN1613745A CN 1613745 A CN1613745 A CN 1613745A CN 200410155442 CN200410155442 CN 200410155442 CN 200410155442 A CN200410155442 A CN 200410155442A CN 1613745 A CN1613745 A CN 1613745A
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- crane girder
- factory building
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Abstract
A crane beam connecting method and structure adaptive to the settling of factory building columns features that the flexible connection able to move up or down is used between the said column and crane beam and between crane beams. A steel plate with vertical elliptical hole is fixed to the crane beam. A clamping plate with circular hole is fixed to the vertical column of factory building. Said steel plate and clamping plate are linked via pin.
Description
Technical field:
The present invention relates to the crane girder method of attachment and the structure of self adaptable column sedimentation in a kind of industrial premises design.
Background technology:
At present, the connection between crane girder and factory building columns design is generally adopted in the industrial premises is connection full-page proof in the national current required standard atlas " 00G514 ".The water plain plate connects between the top flange of crane girder and the factory building columns, by welding and bolt the transverse horizontal brake weight of crane is delivered to pillar and gets on.Because the vertical deformation of horizontal steel plate is restricted, and crane girder is very restricted when vertically displacement being arranged, can only adapt to bearing has less vertical displacement.When vertical displacement surpassed certain limitation, node was just inapplicable.And in the design of industrial premises, often run into the situation that same factory building is positioned at different geologic elements, for example one of factory building section is positioned in the high embankment district (back fill that compressibi1ity is very big), one section may be positioned at again in the good excavation of the geologic condition district (the old soil layer of original state that compressibi1ity is less), and it is very difficult selecting identical bearing stratum.For saving the investment on basis, can select base form according to different geological condition subdivisions, but, when two unit adopt different base forms, because the compressibi1ity of two kinds of soil layers differs greatly, the foundation settlement of two posts that Unit two are adjacent is difficult to adjust to unanimity, and this just requires on the node of crane girder at both ends of two unit joints the ability that adapts to vertical deformation is preferably arranged, obviously, the node full-page proof in the GB atlas has been difficult to adapt to.
Summary of the invention:
The objective of the invention is to: provide a kind of and can adapt to the vertical sedimentation and deformation of factory building columns, crane girder method of attachment and structure simple in structure, to overcome the deficiencies in the prior art.
The present invention is achieved in that
The crane girder method of attachment of a kind of self adaptable column sedimentation of the present invention, it comprises the crane girder that is installed on the factory building columns bracket, being connected between crane girder and the factory building columns adopts flexible connecting method moving up and down to connect, and being connected between crane girder and the crane girder two ends also adopts the flexible connecting method that can move up and down to connect.
The crane girder connection structure of a kind of self adaptable column sedimentation of the present invention, it comprises crane girder (2) and factory building column (1), on crane girder (2), be fixed with steel plate (3), on steel plate (3), have vertical elliptical aperture (4), on factory building column (1), be fixed with clamping plate (5), have circular port (6) on clamping plate (5), steel plate (3) links together by pin (9) with clamping plate (5); Have vertical elliptical aperture (8) on the adjacent crane girder connecting panel (7) of crane girder (2), adjacent crane girder (2) by connecting panel (7) bolt together together; The vertical of width between centers crane girder (2) top of pin (9) is 100mm～300mm apart from a, is 60mm～300mm apart from the distance b on factory building column (1) limit; The deviation distance e of the center of pin (9) and factory building column (1) line of centers is 60～300mm; The width between centers d of vertical elliptical aperture (8) is 40mm～100mm.
The present invention compared with prior art, because the connection between crane girder and the factory building column is to link together and realize by being fixed on the clamping plate that have circular port on the factory building column with pin and being fixed on the steel plate that has vertical slotted eye on the crane, and the connection between the adjacent crane girder is to realize by the connecting panel that has vertical slotted eye, crane girder can move up and down with vertical slotted eye like this, thereby well adapts to the vertical deformation of factory building columns.
Description of drawings:
Accompanying drawing 1 is a structural representation of the present invention;
Accompanying drawing 2 is the A-A cutaway view of accompanying drawing 1;
Accompanying drawing 3 is the B-B cutaway view of accompanying drawing 1.
The specific embodiment:
Embodiments of the invention: on two block plates (3), respectively open a vertical elliptical aperture (4), two block plates (3) are welded on respectively on the steel crane beam (2), on clamping plate (5), open a circular port (6), clamping plate (5) are welded on factory building column (1) upward and with clamping plate (5) places two block plates (3) middle, circular port (6) is overlapped with vertical elliptical aperture (4), in circular port (6), insert a pin (9) then, it is linked together; On the connecting panel (7) of the adjacent crane girder of connection of crane girder (2), open vertical elliptical aperture (8), bolt is penetrated in the vertical elliptical aperture (8) get final product.When connecting, making the vertical of width between centers steel crane beam (2) top of pin (9) is 100mm～300mm apart from a, distance b apart from factory building column (1) limit is 60mm～300mm, the deviation distance e of the center of pin (9) and factory building column (1) line of centers is 60～300mm, and the width between centers d of vertical elliptical aperture (8) is 40mm～100mm.
Claims (4)
1.[document source] electronic application
2.[the message in-coming date] 2004-11-11
3.[application number]
4.[claim item]
The crane girder method of attachment of [claim 1] a kind of self adaptable column sedimentation, it comprises the crane girder that is installed on the factory building columns bracket, it is characterized in that: being connected between crane girder and the factory building columns adopts flexible connecting method moving up and down to connect, and being connected between crane girder and the crane girder two ends also adopts the flexible connecting method that can move up and down to connect.
The crane girder connection structure of [claim 2] a kind of self adaptable column sedimentation, it comprises crane girder (2) and factory building column (1), it is characterized in that: on crane girder (2), be fixed with steel plate (3), on steel plate (3), have vertical elliptical aperture (4), on factory building column (1), be fixed with clamping plate (5), have circular port (6) on clamping plate (5), steel plate (3) links together by pin (9) with clamping plate (5); Have vertical elliptical aperture (8) on the adjacent crane girder connecting panel (7) of crane girder (2), adjacent crane girder (2) by connecting panel (7) bolt together together.
The crane girder connection structure of [claim 3] self adaptable column sedimentation according to claim 2, it is characterized in that: the vertical of width between centers crane girder (2) top of pin (9) is 100mm～300mm apart from a, is 60mm～300mm apart from the distance b on factory building column (1) limit.
The crane girder connection structure of [claim 4] self adaptable column sedimentation according to claim 2 is characterized in that: the deviation distance e of the center of pin (9) and factory building column (1) line of centers is 60～300mm.
The crane girder connection structure of [claim 5] self adaptable column sedimentation according to claim 2 is characterized in that: the width between centers d of vertical elliptical aperture (8) is 40mm～100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200410155442XA CN1319843C (en) | 2004-11-11 | 2004-11-11 | Connecting method and structure of crane beam for self adaptable column sedimentation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200410155442XA CN1319843C (en) | 2004-11-11 | 2004-11-11 | Connecting method and structure of crane beam for self adaptable column sedimentation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1613745A true CN1613745A (en) | 2005-05-11 |
| CN1319843C CN1319843C (en) | 2007-06-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200410155442XA Expired - Fee Related CN1319843C (en) | 2004-11-11 | 2004-11-11 | Connecting method and structure of crane beam for self adaptable column sedimentation |
Country Status (1)
| Country | Link |
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| CN (1) | CN1319843C (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101875475A (en) * | 2010-06-01 | 2010-11-03 | 中国核工业华兴建设有限公司 | Ring crane corbel for nuclear power station and manufacturing method thereof |
| CN102815603A (en) * | 2012-08-20 | 2012-12-12 | 中国核工业华兴建设有限公司 | Nuclear power plant ring crane corbel and manufacturing method thereof |
| CN103331606A (en) * | 2013-06-18 | 2013-10-02 | 金石机器人常州有限公司 | Large-size cross beam mounting method |
| CN104251015A (en) * | 2013-06-27 | 2014-12-31 | 沈阳铝镁设计研究院有限公司 | Steel crane beam single-column expansion and contraction joint structure |
| CN104310215A (en) * | 2014-10-17 | 2015-01-28 | 中船第九设计研究院工程有限公司 | Windproof and rain-proof crane beam LB plate connecting method |
| CN105545004A (en) * | 2016-01-21 | 2016-05-04 | 江苏鼎达建筑新技术有限公司 | Connecting device for additionally arranging elevator on existing building |
| CN104251015B (en) * | 2013-06-27 | 2016-11-30 | 沈阳铝镁设计研究院有限公司 | A kind of steel crane beam single-column expanded joint structure |
| CN108439203A (en) * | 2018-04-25 | 2018-08-24 | 中国核电工程有限公司 | A kind of crane girder mounting structure |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL175161C (en) * | 1974-02-25 | 1984-10-01 | Mcneil Corp | SUSPENSION FOR AN INCREASED CRANE RANGE. |
| CN85204012U (en) * | 1985-09-24 | 1986-12-17 | 北京钢铁设计研究总院 | Combined solid crane beam made of steel and concrete |
| FI81865C (en) * | 1987-05-06 | 1990-12-10 | Lohja Ab Oy | Device for joining two building elements |
| CN2117362U (en) * | 1992-02-24 | 1992-09-30 | 上海起重运输机械厂 | Crane girder |
| FI105266B (en) * | 1998-05-28 | 2000-07-14 | Kci Kone Cranes Int Oy | bridge crane |
| CN2627053Y (en) * | 2003-05-30 | 2004-07-21 | 长安大学 | Pile form abutment soft patch |
| CN2804039Y (en) * | 2005-04-26 | 2006-08-09 | 贵阳铝镁设计研究院 | Runway girder connection structure of self adaptive workshop column sedimentation |
-
2004
- 2004-11-11 CN CNB200410155442XA patent/CN1319843C/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101875475A (en) * | 2010-06-01 | 2010-11-03 | 中国核工业华兴建设有限公司 | Ring crane corbel for nuclear power station and manufacturing method thereof |
| CN101875475B (en) * | 2010-06-01 | 2012-07-25 | 中国核工业华兴建设有限公司 | Ring crane corbel for nuclear power station and manufacturing method thereof |
| CN102815603A (en) * | 2012-08-20 | 2012-12-12 | 中国核工业华兴建设有限公司 | Nuclear power plant ring crane corbel and manufacturing method thereof |
| CN102815603B (en) * | 2012-08-20 | 2014-10-01 | 中国核工业华兴建设有限公司 | Nuclear power plant ring crane corbel and manufacturing method thereof |
| CN103331606A (en) * | 2013-06-18 | 2013-10-02 | 金石机器人常州有限公司 | Large-size cross beam mounting method |
| CN103331606B (en) * | 2013-06-18 | 2014-08-13 | 金石机器人常州有限公司 | Large-size cross beam mounting method |
| CN104251015A (en) * | 2013-06-27 | 2014-12-31 | 沈阳铝镁设计研究院有限公司 | Steel crane beam single-column expansion and contraction joint structure |
| CN104251015B (en) * | 2013-06-27 | 2016-11-30 | 沈阳铝镁设计研究院有限公司 | A kind of steel crane beam single-column expanded joint structure |
| CN104310215A (en) * | 2014-10-17 | 2015-01-28 | 中船第九设计研究院工程有限公司 | Windproof and rain-proof crane beam LB plate connecting method |
| CN105545004A (en) * | 2016-01-21 | 2016-05-04 | 江苏鼎达建筑新技术有限公司 | Connecting device for additionally arranging elevator on existing building |
| CN108439203A (en) * | 2018-04-25 | 2018-08-24 | 中国核电工程有限公司 | A kind of crane girder mounting structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1319843C (en) | 2007-06-06 |
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| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Hangzhou Hengda Industry Group Co., Ltd. Assignor: Guiyang Aluminium and Magnesium Design Inst. Contract fulfillment period: 2009.8.3 to 2014.8.2 contract change Contract record no.: 2009330001861 Denomination of invention: Connecting method and structure of crane beam for self adaptable column sedimentation Granted publication date: 20070606 License type: Exclusive license Record date: 2009.8.6 |
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Free format text: EXCLUSIVE LICENSE; TIME LIMIT OF IMPLEMENTING CONTACT: 2009.8.3 TO 2014.8.2; CHANGE OF CONTRACT Name of requester: HANGZHOU HENGDA STEEL INDUSTRY CO.,LTD. Effective date: 20090806 |
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Owner name: GUIYANG ALUMINUM AND MAGNESIUM DESIGN INSTITUTE CO Free format text: FORMER NAME: GUIYANG ALUMINIUM AND MAGNESIUM DESIGN INST. |
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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. |
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| EM01 | Change of recordation of patent licensing contract |
Change date: 20110610 Contract record no.: 2009330001861 Assignee after: Hangzhou Hengda Steel Structure Co., Ltd. Assignee before: Hangzhou Hengda Industry Group Co., Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20070606 Termination date: 20141111 |
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