CN204299040U - A kind of Y steel column - Google Patents
A kind of Y steel column Download PDFInfo
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- CN204299040U CN204299040U CN201420709127.6U CN201420709127U CN204299040U CN 204299040 U CN204299040 U CN 204299040U CN 201420709127 U CN201420709127 U CN 201420709127U CN 204299040 U CN204299040 U CN 204299040U
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Abstract
The utility model discloses a kind of Y steel column, the leading section comprising Y type trunk and be connected with Y type trunk, described Y type trunk comprises the box column that cross section is day font and the herringbone shape steel plate be arranged on day font box column, described leading section comprises the box column that cross section is hollow and the front end steel plate be connected with hollow box column level, the B font in two upper and lower settings after leading section connects; Described herringbone shape steel plate and described front end steel plate are made up of difform special-shaped part; The bottom of described hollow box column is also provided with the bearing diagonal part be connected with day font box column.Y steel column described in the utility model, embody the perfect adaptation of art and architectural engineering, by carrying out detailed design to component units to the reasonable fractionation of Y steel column, simplify subsequent construction difficulty, while ensure that post bearing capacity, simplify the structure of post to greatest extent, saved raw material, add efficient construction usable floor area.
Description
Technical field
The present invention relates to a kind of long strands field, be specifically related to a kind of Y steel column.
Background technology
Ma Sifeier industrial working the second stage of the project project is positioned at Baoan District, Shenzhen City, Guangdong Province, construction land area 37613 square metres, overall floorage 68788 square metres is by 3#, 4# factory building and dormitory and 5# factory building two parts composition, wherein: 3#, 4# factory building and dormitory are divided into fashionable dress show field, Zhongting and notch cuttype dormitory, construction area reaches 70044.04m 2, F3/B3, six layers on the ground, building height is up to 28.95 meters, structure adopts Y shape pillar, roofing standard blade face, the huge Y shape pillar of Zhongting supports blade face, Zhongting entrance blade face, garage spiral ramp, People's Bank of China rotates ramp and steel column, section steel beam way, structural facades height is about 41.7m, the maximum about 52.8m that encorbelments, member section is huge, it is high that spatial modelling installs positioning accuracy request, member bends face and bending component difficulty of processing large.
3#, 4# factory building office both sides, show field ground are provided with Y shape pillar, and the steel structure member of Y shape pillar mainly comprises steel box column and steel beam with box shape and special-shaped part Plate Welding and assembles.Y shape pillar is divided into two rows, has 44 steel columns, and every root weight is about 16.1 tons.This project is art and irregular building, no matter is the designing requirement understanding building designers, or subsequent construction difficulty is all very high.Member section is huge, and it is high that Y type spatial modelling installs positioning accuracy request, and bending component difficulty of processing is large.
Summary of the invention
Goal of the invention: in order to reach the designing requirement of building designers, ensures the steel column compound firm and durable after construction simultaneously, the invention provides a kind of Y steel column.
Technical scheme: Y steel column of the present invention, the leading section comprising Y type trunk and be connected with Y type trunk, described Y type trunk comprises the box column that cross section is day font and the herringbone shape steel plate be arranged on day font box column, described leading section comprises the box column that cross section is hollow and the front end steel plate be connected with hollow box column level, and the leading section after connection is the B font of two upper and lower settings;
Described herringbone shape steel plate is made up of special-shaped part, and special-shaped part comprises inverse Ba type part and supports the triangle cambered surface part of inverse Ba type part;
Described front end steel plate is made up of special-shaped part, special-shaped part has arcuate part and square parts, arcuate part side is plane, opposite side is cambered surface, by two upper and lower settings of arcuate part, middle by a square parts connection, the planar side of arcuate part is connected with Y type trunk, the middle part of two arcuate part cambered surface sides is all connected with No. two square parts, be connected with a square parts in the upper end of the arcuate part cambered surface side of upper setting, be connected with No. three square parts in the bottom of the arcuate part cambered surface side of lower setting;
The bottom of described hollow box column is also provided with the bearing diagonal part be connected with day font box column.
Y steel column overall structure of the present invention is huge, and complex structure, good looking appearance but be difficult to industrial realization, after so splitting design, reach the requirement of building designers, is easy to construction simultaneously.
Described inverse Ba type part is cavity structure, and cross section is connected triangle and square.Cavity structure can ensure ability to bear, has saved raw material simultaneously.
The total length of described Y shape pillar is 9686mm, and overall width is 1700mm.
A described square parts, No. two square parts, No. three square parts size ranges are: (284 ~ 488) x500x20mm.The length and width of a described square parts, No. two square parts, No. three square parts is measure-alike, reduces highly according to this.According to the difference of the holding capacity at syndeton place, select different square parts, namely ensure that the intensity of building structure, save material, be convenient to the connection with other structures simultaneously.
Described hollow box column is made up of 4 steel plates, described day font box column be made up of 6 steel plates.Described day, the steel plate wall thickness of font box column was 30mm; The steel plate wall thickness of described hollow box column is 35mm.According to the structural requirement of different section, adopt different steel columns, piece together required form, in strict accordance with the requirement of architectural engineering while embodying building designers' thought.
Above-mentioned Y steel column is made by the following method:
(1) according to the Structure Quasi of Y steel column for following steel structure member: 35mm steel plate 4,30mm steel plate 6, be of a size of a square parts 2 of 488x500x20mm, be of a size of No. two square parts 2 of 388x500x20mm, be of a size of No. three square parts 1 of 284x500x20mm, bearing diagonal part 1, arcuate part 2 groups, inverse Ba type part 1 group, triangle cambered surface part one 1 groups, triangle cambered surface part 21 groups, blade type part 1 group;
(2) Plate Welding thick for 4 35mm is combined into hollow box column, Plate Welding thick for 6 30mm is combined into a day font box column, and day font box column side is that angle is welded to form, opposite side is made up of 1 steel plate by 2 steel plates;
(3) 2 groups of arcuate parts are symmetrical arranged up and down, a welding square parts in the middle of 2 groups of arcuate parts, also a square parts is welded in the arcuate part upper end of upper setting, No. three arcuate parts are welded with in the arcuate part lower end of lower setting, setting rear side is plane, opposite side is cambered surface, planar side is connected with day font box column welding, cambered surface side is connected with hollow box column welding by No. two square parts, No. two square parts are welded on the middle part of each arcuate part cambered surface side, hollow box column after welding, at a square parts of upper setting, day font box column hanging, hollow box column is connected by bearing diagonal part with day font box column lower end,
(4) inverse Ba type part 1 group is 2, and each cross section is connected triangle and foursquare cavity structure, and junction is welded after being arranged to inverse Ba type by 2 parts; Inverse Ba type part is arranged on a day upper end for font box column, and junction is fixed by welding triangle cambered surface part one and blade type part, and inverse Ba type part top is welded with triangle cambered surface part two.
Beneficial effect: Y steel column tool of the present invention has the following advantages: Y steel column provided by the invention, embodies art and the perfect adaptation of architectural engineering, has given full expression to the thought of building designers; By carrying out detailed design to the reasonable fractionation of Y steel column to component units, completing the transition of art to building structure, simplify subsequent construction difficulty; In strict accordance with Architectural Design Requirements, while ensure that post bearing capacity, simplify the structure of Y steel column to greatest extent, saved raw material, save overall cost, add efficient construction usable floor area, reduce dead load; By the reasonable fractionation to Y steel column, simplify subsequent construction difficulty, reasonably segment design decreases difficulty and the workload of welding simultaneously, convenient construction, reduces working measure expense, and saves the duration; For subsequent construction bearing provides making thinking, reduce the welding deformation in segmental machining process, ensure the form accuracy of large scale Y steel column simultaneously.The present invention is typical super-high building structure, provides and well uses for reference thinking, for a large amount of crossed constructions of steel construction provide convenient, can be generalized in the construction of other megaplex structures and go while modern architecture pursuit is attractive in appearance and huge.
Accompanying drawing explanation
Fig. 1 is the decomposition texture schematic diagram of Y steel column.
Fig. 2 is Y steel column stereogram.
Detailed description of the invention
Below by accompanying drawing, technical solution of the present invention is described in detail, but protection scope of the present invention is not limited to described embodiment.
embodiment 1:y steel column as shown in Figure 1 to Figure 2, the leading section comprising Y type trunk and be connected with Y type trunk, Y type trunk comprises the box column 1 that cross section is day font and the herringbone shape steel plate be arranged on day font box column, leading section comprises the box column 2 that cross section is hollow and the front end steel plate be connected with hollow box column level, the B font in two upper and lower settings after leading section connects; Hollow box column 2 is made up of 4 steel plates, and the wall thickness of each hollow box column steel plate 11 is 35mm, day font box column 1 to be made up of 6 steel plates, each day font box column steel plate 10 wall thickness be 30mm.
Herringbone shape steel plate is primarily of inverse Ba type part 3 and triangle cambered surface part 1 composition supporting inverse Ba type part 3.The outside of triangle cambered surface part 1 is fitted with blade type part 12, and both sides, inverse Ba type part 3 upper end are provided with triangle cambered surface part 2 13, and the triangle cambered surface part 2 13 be wherein connected with leading section is provided with rectangular aperture.
Front end steel plate is primarily of arcuate part 5 and square parts composition, arcuate part 5 one side is plane, another side is cambered surface, by two upper and lower settings of arcuate part 5, centre is connected by a square parts 6, the planar side of arcuate part 5 is connected with Y type trunk, the middle part of two arcuate part 5 cambered surface sides is all connected with No. two square parts 7, is connected, a square parts 6 is herein connected with the triangle cambered surface part that inverse Ba type part 3 upper end is provided with rectangular aperture in the upper end of the arcuate part 5 cambered surface side of upper setting with a square parts 6; Be connected with No. three square parts 8 in the bottom of the arcuate part 5 cambered surface side of lower setting; Square parts 6 is of a size of 488x500x20mm, No. two square parts 7 are of a size of 388x500x20mm, No. three square parts 8 are of a size of 284x500x20mm.The bottom of hollow box column 2 is also provided with the bearing diagonal part 9 be connected with day font box column 1.
Inverse Ba type part 3 is cavity structure, and cross section is connected triangle and square.
Above-mentioned Y steel column is adopted and is made with the following method:
(1) according to the Structure Quasi of Y steel column for following steel structure member: 35mm steel plate 4,30mm steel plate 6, be of a size of a square parts 2 of 488x500x20mm, be of a size of No. two square parts 2 of 388x500x20mm, be of a size of No. three square parts 1 of 284x500x20mm, bearing diagonal part 1, arcuate part 2 groups, inverse Ba type part 1 group, triangle cambered surface part one 1 groups, triangle cambered surface part 21 groups, blade type part 1 group;
(2) Plate Welding thick for 4 35mm is combined into hollow box column, Plate Welding thick for 6 30mm is combined into a day font box column, and day font box column side is that angle is welded to form, opposite side is made up of 1 steel plate by 2 steel plates;
(3) 2 groups of arcuate parts are symmetrical arranged up and down, a welding square parts in the middle of 2 groups of arcuate parts, also a square parts is welded in the arcuate part upper end of upper setting, No. three arcuate parts are welded with in the arcuate part lower end of lower setting, setting rear side is plane, opposite side is cambered surface, planar side is connected with day font box column welding, cambered surface side is connected with hollow box column welding by No. two square parts, No. two square parts are welded on the middle part of each arcuate part cambered surface side, hollow box column after welding, at a square parts of upper setting, day font box column hanging, hollow box column is connected by bearing diagonal part with day font box column lower end,
(4) inverse Ba type part 1 group is 2, and each cross section is connected triangle and foursquare cavity structure, and junction is welded after being arranged to inverse Ba type by 2 parts; Inverse Ba type part is arranged on a day upper end for font box column, and junction is fixed by welding triangle cambered surface part one and blade type part, and inverse Ba type part top is welded with triangle cambered surface part two.
The total length of overall Y shape pillar is 9686mm, and overall width is 1700mm, from top to the distance from bottom of the arcuate part in lower setting be 11152mm.Relative to general steel column structure, steel column provided by the invention has larger difference from size to profile, and design difficulty is very large, after so splitting design, reaches the requirement of building designers, is easy to construction simultaneously.Cavity structure can ensure ability to bear, has saved raw material simultaneously.According to the difference of the holding capacity at syndeton place, select different square parts, namely ensure that the intensity of building structure, save material, be convenient to the connection with other structures simultaneously.According to the structural requirement of different section, adopt different steel columns, piece together required form, in strict accordance with the requirement of architectural engineering while embodying building designers' thought.
As mentioned above, although represented with reference to specific preferred embodiment and described the present invention, it shall not be construed as the restriction to the present invention self.Under the spirit and scope of the present invention prerequisite not departing from claims definition, various change can be made in the form and details to it.
Claims (7)
1. a Y steel column, it is characterized in that: the leading section comprising Y type trunk and be connected with Y type trunk, described Y type trunk comprises the box column that cross section is day font and the herringbone shape steel plate be arranged on day font box column, described leading section comprises the box column that cross section is hollow and the front end steel plate be connected with hollow box column level, and the leading section after connection is the B font of two upper and lower settings;
Described herringbone shape steel plate is made up of special-shaped part, and special-shaped part comprises inverse Ba type part and supports the triangle cambered surface part of inverse Ba type part;
Described front end steel plate is made up of special-shaped part, special-shaped part has arcuate part and square parts, arcuate part one side is plane, another side is cambered surface, by two upper and lower settings of arcuate part, middle by a square parts connection, the planar side of arcuate part is connected with described Y type trunk, the middle part of two arcuate part cambered surface sides is all connected with No. two square parts, be connected with a square parts in the upper end of the arcuate part cambered surface side of upper setting, be connected with No. three square parts in the bottom of the arcuate part cambered surface side of lower setting;
The bottom of described hollow box column is also provided with the bearing diagonal part be connected with day font box column.
2. Y steel column according to claim 1, is characterized in that: described inverse Ba type part is cavity structure, and cross section is connected triangle and square.
3. Y steel column according to claim 1, is characterized in that: the total length of described Y shape pillar is 9686mm, and overall width is 1700mm.
4. Y steel column according to claim 1, is characterized in that: a described square parts, No. two square parts, No. three square parts size ranges are: (284 ~ 488) x500x20mm.
5. Y steel column according to claim 4, is characterized in that: the length and width of a described square parts, No. two square parts, No. three square parts is measure-alike, reduces highly successively.
6. Y steel column according to claim 1, is characterized in that: described hollow box column is made up of 4 steel plates, described day font box column be made up of 6 steel plates.
7. Y steel column according to claim 6, is characterized in that: described day the steel plate wall thickness of font box column be 30mm; The steel plate wall thickness of described hollow box column is 35mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420709127.6U CN204299040U (en) | 2014-11-21 | 2014-11-21 | A kind of Y steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420709127.6U CN204299040U (en) | 2014-11-21 | 2014-11-21 | A kind of Y steel column |
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| Publication Number | Publication Date |
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| CN204299040U true CN204299040U (en) | 2015-04-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420709127.6U Withdrawn - After Issue CN204299040U (en) | 2014-11-21 | 2014-11-21 | A kind of Y steel column |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389379A (en) * | 2014-11-21 | 2015-03-04 | 江苏沪宁钢机股份有限公司 | Y-shaped steel column and manufacturing method thereof |
| CN108316557A (en) * | 2018-03-16 | 2018-07-24 | 江苏沪宁钢机股份有限公司 | A kind of V-arrangement pipe rod structure and its installation method |
-
2014
- 2014-11-21 CN CN201420709127.6U patent/CN204299040U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389379A (en) * | 2014-11-21 | 2015-03-04 | 江苏沪宁钢机股份有限公司 | Y-shaped steel column and manufacturing method thereof |
| CN108316557A (en) * | 2018-03-16 | 2018-07-24 | 江苏沪宁钢机股份有限公司 | A kind of V-arrangement pipe rod structure and its installation method |
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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: 20150429 Effective date of abandoning: 20160608 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |