CN202055412U - Circular cross-shaped column base - Google Patents
Circular cross-shaped column base Download PDFInfo
- Publication number
- CN202055412U CN202055412U CN 201120113171 CN201120113171U CN202055412U CN 202055412 U CN202055412 U CN 202055412U CN 201120113171 CN201120113171 CN 201120113171 CN 201120113171 U CN201120113171 U CN 201120113171U CN 202055412 U CN202055412 U CN 202055412U
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Abstract
The utility model discloses a circular cross-shaped column base, which comprises a cross body, an external ring plate, a column base plate, a shearing resistance plate, a batten plate and stiffening plates, wherein the external ring plate is fixed outside the cross body; the column base plate is fixed at one end of the cross body; the stiffening plate is fixed at the periphery of the cross body and is parallel to the axis of the cross body; the shearing resistance plate is positioned between the stiffening plates and is fixed on the cross body; and the batten plate is fixed on the cross body. The circular cross-shaped column base disclosed by the utility model has an ingenious structural design and strong load-bearing capacity.
Description
Technical field
The utility model relates to a kind of big steel column, specifically is a kind of circular cross suspension column.
Background technology
In big shaped steel building, adopt a large amount of steel members, much all adopt the steel column pin that top-out is supported, such mode has enlarged the space of design, makes each uniqueness of modern architecture moulding, more create an aesthetic feeling.Along with the height of building increases day by day, volume increases, and steel column leg structure of the prior art can not adapt to modern architecture, thus require to design a kind of firmer, the suspension column that bearing capacity is stronger.
The utility model content
The utility model purpose: in order to solve the deficiencies in the prior art, the utility model provides a kind of circular cross suspension column reasonable in design, firm in structure.
Technical scheme: in order to realize above purpose, a kind of circular cross suspension column described in the utility model comprises: cross body, outside ring flat-plate, column base plate, shear resisting board, batten plate and stiffener; Described outside ring flat-plate is fixed in the outside of cross body; Column base plate is fixed in an end of cross body; Stiffener is fixed in cross body periphery and is parallel to the axis of cross body; Shear resisting board and is fixed on the cross body between stiffener; Batten plate is fixed on the cross body.
The body of cross described in the utility model by a H type member, two T row member forms and eight frock plates constitute; Described H type member is made of H type web and two H type circular arc panels on a plane, and two H type circular arc panels are individually fixed in the two ends of H type web; Described T row member is made of the T row's web and a T row circular arc panel on a plane, and T row circular arc panel is fixed in an end of T row web; Described T row web vertical fixing is on H type web, and the center line of H type web and T arrange the central lines of web in the time of fixedly; Described frock plate is fixed in T row member and H type component ends, and this frock plate and T row web, H type web formation triangle; Described batten plate is fixed between adjacent H type circular arc panel and the T row circular arc panel.
Convenient for the lifting of circular cross suspension column, described stiffener tail end is installed otic placode.The design of H type circular arc panel and T row circular arc panel has increased the whole weight capacity of circular cross suspension column in the cross body, has also reduced volume simultaneously, and is moulded more attractive in appearance.
The utility model also provides a kind of preparation method of circular cross suspension column, and concrete steps are as follows:
(A) make cross body, outside ring flat-plate, column base plate, shear resisting board, batten plate and stiffener according to the figure paper size;
(B) on the ground of level, draw surface based directrix and make circular cross suspension column assembling moulding bed;
(C) the assembling moulding bed is gone up in the cross body lifting of making, and on the assembling moulding bed, locate, cross body self center line line of face,mounting alignedly during the location keeps verticality, levelness and end and the surface based directrix of the center line of cross body port to coincide simultaneously;
(D) outside ring flat-plate is installed; Outside ring flat-plate is hung on assembling moulding bed location, during the location cross centre line of outside ring flat-plate is aimed at the position of center line of ground cross body, keep the end and the position on the surface based directrix of outside ring flat-plate to coincide simultaneously, then that outside ring flat-plate and the spot welding of cross body is firm;
(E) reference column base plate; Because column base plate thickness is thicker in preventing the distortion after steel plate cuts, before the column base plate location with its roughness control within 0-2mm, during the location column base plate cross centre line is aimed at position of center line on the steel column, keep the end of column base plate and surface based directrix to coincide simultaneously;
(F) installation of shear resisting board, batten plate, stiffener; The installation of shear resisting board, batten plate, stiffener is carried out in back, column base plate location on the cross body; Earlier stiffener is welded on the H type circular arc panel of cross body and the lateral surface of T row circular arc panel, then with shear resisting board between fixing welding and the adjacent stiffener, batten plate is fixed in H type circular arc panel and T arranges between the circular arc panel;
(G) welding of peg; Peg fixedly is welded in the lateral surface of H type circular arc panel and T row circular arc panel.
The invention also discloses a kind of preparation method of circular cross suspension column, the preparation method concrete steps of cross cylinder are as follows in the described step (A):
(a) T that makes H type member H type circular arc panel and T row member arranges the circular arc panel: because H type circular arc panel is identical with the circular arc degree of T row circular arc panel, H type circular arc panel and T row circular arc panel are combined making; H type circular arc panel and T row circular arc panel adopts computer lofting to obtain drawing during making; Require the size cutting steel plate according to drawing then, the cutting back adopts hydraulic press to steel plate two ends pressure head earlier, adopt plate bending rolls that steel plate is justified gesture processing again, adopt plank to make model in the process according to the shaping radian of circular arc panel, and adopt model that the circular arc panel in the process is carried out radian and detect, machine the back and adopt cutting machine to carry out the cutting forming of monolithic panel, promptly obtain the circular arc panel that H type member and T arrange member after the cutting;
(b) make the H type web of H type member and the T row web of T row member: require size that plane steel plate is cut into H type web and T row web according to drawing;
(c) with two H type circular arc panels and the H type member that H type web is welded into " H " shape; T row's circular arc panel and a T row web are welded into "T"-shaped T row member;
(d) mark the surface based directrix of cross cylinder on the ground, make the installation moulding bed of cross cylinder;
(e) the installation moulding bed of cross cylinder on the T row lifting component of bottom is located, during the location T is arranged the center line of member and aim at the center line of T row member ground projection, the end of T row member and surface based directrix are coincide simultaneously, and the installation moulding bed spot welding of then T being arranged member and cross cylinder is firm;
(f) location H type member: after T row member location is qualified, H type member is hung on assembling moulding bed location, during the location center line of H type web is aimed at the center line of T row web, require the end of H type member to coincide simultaneously with corresponding surface based directrix, H shape member position level, then that H shape member and the spot welding of T row member is firm;
(g) another piece is installed on the moulding bed location is installed on the T shape lifting component on H type member top, the center line of T row web is aimed at the center line of H type web during the location, and the end of T row member is identical with the surface based directrix simultaneously; T is arranged member then and the spot welding of H shape member is firm;
(h) the frock plate is installed: be used for the distortion of control member manufacturing process at the two ends fixing tool plate of T row's member and H type member, guarantee the integral manufacturing precision.
In the step described in the utility model (F) otic placode is installed after installing stiffener, otic placode is installed on the tail end of stiffener.
Beneficial effect: the utility model compared with prior art, advantage is:
1, circular cross suspension column structure design described in the utility model is ingenious, has very strong weight capacity;
2, the preparation method of circular cross suspension column described in the utility model by rational mounting means, makes the circular cross suspension column of producing firm in structure, and makes circular cross suspension column realize batch production production, has improved production efficiency.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the structural representation of cross cylinder in the utility model.
The specific embodiment:
Below in conjunction with the drawings and specific embodiments, further illustrate the utility model, should understand these embodiment only be used to the utility model is described and be not used in the restriction scope of the present utility model, after having read the utility model, those skilled in the art all fall within the application's claims institute restricted portion to the modification of the various equivalent form of values of the present utility model.
Embodiment
A kind of circular cross suspension column as shown in Figure 1 comprises: cross body 1, outside ring flat-plate 2, column base plate 3, shear resisting board 4, batten plate 5 and stiffener 6.
The annexation of each parts is as follows in the present embodiment: described outside ring flat-plate 2 is fixed in the outside of cross body 1; Column base plate 3 is fixed in an end of cross body 1; Stiffener 6 is fixed in cross body 1 periphery and is parallel to the axis of cross body 1; Shear resisting board 4 and is fixed on the cross body 1 between stiffener 6; Batten plate 5 is fixed on the cross body 1; Described batten plate 5 is fixed between adjacent H type circular arc panel and the T row circular arc panel
Also disclose the preparation method of above-mentioned circular cross suspension column in the present embodiment, the concrete steps of this method are as follows:
(A) make cross body, outside ring flat-plate, column base plate, shear resisting board, batten plate and stiffener according to the figure paper size;
(B) on the ground of level, draw surface based directrix and make circular cross suspension column assembling moulding bed;
(C) moulding bed is gone up in the cross body lifting of making, and on moulding bed, locate, cross body self center line line of face,mounting alignedly during the location, keep vertically vertical, the horizontal Pingdu of water of the center line of cross body port simultaneously, keep cross body end and surface based directrix to coincide;
(D) outside ring flat-plate is installed; Outside ring flat-plate is hung on assembling moulding bed location, during the location cross centre line of outside ring flat-plate is aimed at the position of center line of ground cross body, keep the end and the position on the surface based directrix of outside ring flat-plate to coincide simultaneously, then that outside ring flat-plate and the spot welding of cross body is firm;
(E) reference column base plate; Because column base plate thickness is thicker in preventing the distortion after steel plate cuts, before the column base plate location with its roughness control within 0-2mm, during the location column base plate cross centre line is aimed at position of center line on the steel column, keep the end of column base plate and surface based directrix to coincide simultaneously;
(F) installation of shear resisting board, batten plate, stiffener; The installation of shear resisting board, batten plate, stiffener is carried out in back, column base plate location on the cross body;
(G) welding of peg, peg fixedly are welded in the lateral surface of H type circular arc panel and T row circular arc panel.
The preparation method concrete steps of cross cylinder are as follows in this exemplary step (A):
(a) T that makes H type member H type circular arc panel and T row member arranges the circular arc panel: because H type circular arc panel is identical with the circular arc degree of T row circular arc panel, H type circular arc panel and T row circular arc panel are combined making; H type circular arc panel and T row circular arc panel adopts computer lofting to obtain drawing during making; Require the size cutting steel plate according to drawing then, the cutting back adopts hydraulic press to steel plate two ends pressure head earlier, adopt plate bending rolls that steel plate is justified gesture processing again, adopt plank to make model in the process according to the shaping radian of circular arc panel, and adopt model that the circular arc panel in the process is carried out radian and detect, machine the back and adopt cutting machine to carry out the cutting forming of monolithic panel, promptly obtain the circular arc panel that H type member and T arrange member after the cutting; Adopt 1500 tons of hydraulic presses to carry out steel plate both ends pressure head in the present embodiment,, prevent that head from losing circle to reduce the elasticity of steel plate;
(b) make the H type web of H type member and the T row web of T row member: require size that plane steel plate is cut into H type web and T row web according to drawing;
(c) with two H type circular arc panels and the H type member that H type web is welded into " H " shape; T row's circular arc panel and a T row web are welded into "T"-shaped T row member;
(d) mark the surface based directrix of cross cylinder on the ground, make the installation moulding bed of cross cylinder;
(e) the installation moulding bed of cross cylinder on the T row lifting component of bottom is located, during the location T is arranged the center line of member and aim at the center line of T row member ground projection, the end of T row member and surface based directrix are coincide simultaneously, and the installation moulding bed spot welding of then T being arranged member and cross cylinder is firm;
(f) location H type member: after T row member location is qualified, H type member is hung on assembling moulding bed location, during the location center line of H type web is aimed at the center line of T row web, require the end of H type member to coincide simultaneously with corresponding surface based directrix, H shape member position level, then that H shape member and the spot welding of T row member is firm;
(g) another piece is installed on the moulding bed location is installed on the T shape lifting component on H type member top, the center line of T row web is aimed at the center line of H type web during the location, and the end of T row member is identical with the surface based directrix simultaneously; T is arranged member then and the spot welding of H shape member is firm;
(h) the frock plate is installed: be used for the distortion of control member manufacturing process at the two ends fixing tool plate of T row's member and H type member, guarantee the integral manufacturing precision.
Claims (3)
1. a circular cross suspension column is characterized in that it comprises: cross body (1), outside ring flat-plate (2), column base plate (3), shear resisting board (4), batten plate (5) and stiffener (6); Described outside ring flat-plate (2) is fixed in the outside of cross body (1); Column base plate (3) is fixed in an end of cross body (1); Stiffener (6) is fixed in cross body (1) periphery and is parallel to the axis of cross body (1); Shear resisting board (4) is positioned between the stiffener (6), and is fixed on the cross body (1); Batten plate (5) is fixed on the cross body (1).
2. a kind of circular cross suspension column according to claim 1 is characterized in that, described cross body (1) is made up of a H type member, two T row members; Described H type member is made of H type web and two H type circular arc panels on a plane, and two H type circular arc panels are individually fixed in the two ends of H type web; Described T row member is made of the T row's web and a T row circular arc panel on a plane, and T row circular arc panel is fixed in an end of T row web; Described T row web vertical fixing is on H type web, and the center line of H type web and T arrange the central lines of web in the time of fixedly; Described batten plate (5) is fixed between adjacent H type circular arc panel and the T row circular arc panel.
3. a kind of circular cross suspension column according to claim 2 is characterized in that, described stiffener (6) tail end is installed otic placode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120113171 CN202055412U (en) | 2011-04-18 | 2011-04-18 | Circular cross-shaped column base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120113171 CN202055412U (en) | 2011-04-18 | 2011-04-18 | Circular cross-shaped column base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202055412U true CN202055412U (en) | 2011-11-30 |
Family
ID=45015388
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120113171 Expired - Lifetime CN202055412U (en) | 2011-04-18 | 2011-04-18 | Circular cross-shaped column base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202055412U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102155067A (en) * | 2011-04-18 | 2011-08-17 | 江苏沪宁钢机股份有限公司 | Round cross-shaped column base and manufacturing method thereof |
| CN102828577A (en) * | 2012-08-28 | 2012-12-19 | 上海勘测设计研究院 | Steel pipe column base connecting structure and mounting method thereof |
| CN107023118A (en) * | 2017-04-25 | 2017-08-08 | 江苏沪宁钢机股份有限公司 | One kind is used for girders layer cross steel column and its processing technology |
-
2011
- 2011-04-18 CN CN 201120113171 patent/CN202055412U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102155067A (en) * | 2011-04-18 | 2011-08-17 | 江苏沪宁钢机股份有限公司 | Round cross-shaped column base and manufacturing method thereof |
| CN102155067B (en) * | 2011-04-18 | 2013-08-21 | 江苏沪宁钢机股份有限公司 | Round cross-shaped column base and manufacturing method thereof |
| CN102828577A (en) * | 2012-08-28 | 2012-12-19 | 上海勘测设计研究院 | Steel pipe column base connecting structure and mounting method thereof |
| CN102828577B (en) * | 2012-08-28 | 2014-12-03 | 上海勘测设计研究院 | Steel pipe column base connecting structure and mounting method thereof |
| CN107023118A (en) * | 2017-04-25 | 2017-08-08 | 江苏沪宁钢机股份有限公司 | One kind is used for girders layer cross steel column and its processing technology |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20111130 Effective date of abandoning: 20130821 |
|
| RGAV | Abandon patent right to avoid regrant |