CN105971117B - A kind of pseudo-classic architecture steel-frame structure using Box section beam - Google Patents
A kind of pseudo-classic architecture steel-frame structure using Box section beam Download PDFInfo
- Publication number
- CN105971117B CN105971117B CN201610149603.7A CN201610149603A CN105971117B CN 105971117 B CN105971117 B CN 105971117B CN 201610149603 A CN201610149603 A CN 201610149603A CN 105971117 B CN105971117 B CN 105971117B
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- China
- Prior art keywords
- frame column
- crossbeam
- room crossbeam
- frame
- column
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/246—Post to post connections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/249—Structures with a sloping roof
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0465—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped
Abstract
Including inclined roof, frame column is provided with below inclined roof for a kind of pseudo-classic architecture steel-frame structure using Box section beam；Frame column includes the first frame column and the second frame column of both ends setting below inclined roof, and third frame column is additionally provided at the second frame column between the first frame column and the second frame column；Main hall crossbeam is provided between the first frame column and third frame column, inclined Room crossbeam is additionally provided between the second frame column and third frame column；The main hall crossbeam is box-type section girder steel with inclined Room crossbeam, is set on main hall crossbeam several compared with short column；It is connected on inclined roof by the second bucket component compared with short column top；Easy for construction, speed of the invention, main member can be transported to scene and are welded to connect after processing factory completes；The steel frame structural system can meet the Special use requirement of pseudo-classic architecture, have good anti-seismic performance, can be promoted and applied in the pseudo-classic architecture of highlight lines area.
Description
Technical field
The present invention relates to building steel structure system, more particularly to a kind of pseudo-classic architecture steel frame using Box section beam
Structure.
Background technology
Chinese ancient architecture has agglomerated the development results such as Ancient Times in China history, science and technology, culture and religion, has bred the valuable people
It is race's culture and national spirit, but since timber buildings itself are limited by material (timber), such as easy warpage, inflammable, easy
The features such as rotten aging so that existing wood-structure old building is in structural system destruction, dangerous situation continues to develop even latent collapse
Precarious position, therefore, using steel build pseudo-classic architecture have vital meaning to inheriting these historical and cultural heritages
Justice.
Pseudo-classic architecture steel frame structural system application modern science and technology, significantly increase the anti-disaster ability of structure,
The every field of China's building trade is gradually dissolved into, is especially widely used in tourist attractions in all parts of the country and Landscape is worked as
In.
Pseudo-classic architecture not only will by such as society, economic dispatch factor be restricted, but also will by regional culture, religion with
And the influence and choice of national sentiment.Therefore the particularity of archaized building structure is caused.
Steel construction is from heavy and light, and intensity is high, and ductility is good, flexible layout, and mechanization is high with industrialization degree, and anti-seismic performance is good.
Steel construction archaized building structure is different because using material and ancient architecture building structure, and the construction form of separate members changes, lotus
It is indefinite to carry load path, therefore seeks that a kind of economic and technical norms are excellent, meets the pseudo-classic architecture of highly seismic region requirement for bearing capacity
Steel frame structural system is of great significance.
Invention content
In order to overcome the above-mentioned deficiencies of the prior art, the purpose of the present invention is to provide a kind of using the imitative of Box section beam
Ancient building steel-frame structure is formed including main hall and inclined Room two parts, using inclined roof form, has the good spy of anti-seismic performance
Point.
To achieve these goals, the technical solution adopted by the present invention is：
A kind of pseudo-classic architecture steel-frame structure using Box section beam, including lambdoid inclined roof 13, inclined roof 13
Lower section is provided with frame column；The frame column includes the first frame column 16 and the second frame of 13 lower section both ends of inclined roof setting
Column 17 is additionally provided with third frame column 18 between the first frame column 16 and the second frame column 17 at the second frame column 17；
Main Room crossbeam 7 is provided between the first frame column 16 and third frame column 18, in the second frame column 17 and third frame column 18
Between be provided with inclined Room crossbeam 8；Second frame column, 17 outside is additionally provided with girder 14；The main Room crossbeam 7 with partially
Room crossbeam 8 is box-type section girder steel, is set on main Room crossbeam 7 several compared with short column 11；Pass through the second bucket structure compared with 11 top of short column
Part 19 is connected on inclined roof 13.
The lower prop of the frame column uses round steel pipe 9, and upper prop uses square steel tube 10, connects in round steel pipe 9 and square steel tube 10
Socket part position sets the first bucket component 4.
The main Room crossbeam 7 is higher than inclined 8 depth of section of Room crossbeam, and the top flange of main Room crossbeam 7 is higher than inclined Room crossbeam 8
Top flange, the lower flange of main Room crossbeam 7 is less than the lower flange of inclined Room crossbeam, so as to form the first cross abnormal joint 12；
The depth of section of the girder 14 is less than inclined Room crossbeam 8, and the top flange and lower flange of girder 14 are respectively lower than inclined
The top flange and lower flange of Room crossbeam 8, so as to form the second cross abnormal joint 15.
Main Room crossbeam 7, inclined Room crossbeam 8 and the girder 14 is provided with arch component 3 with frame column connecting portion respectively；Institute
The third frame column 18 stated is consistent with two arch 3 bottom absolute altitudes of component that main Room crossbeam 7 and inclined Room crossbeam 8 connect respectively.
It is described to close below 13 both ends of inclined roof, the top of main Room crossbeam 7 and inclined Room crossbeam 8, be symmetrical arranged there are one
Hump 6 and small bucket component 5.
Beneficial effects of the present invention：
1st, steel construction is from heavy and light, and intensity is high, and mechanization is high with industrialization degree, and steel member is directly machined in processing factory
Afterwards, it transports on-site hoisting in place afterwards to splice, easy for construction, speed is fast.
2nd, steel are saved, the box-type section girder steel of different cross section size is used in abnormal joint both sides, can both ensure
The requirement of the larger main Room crossbeam bearing capacity of span, and the waste of steel can be avoided at inclined Room crossbeam.
3rd, for compared to reinforced concrete structure pseudo-classic architecture system, the section of steel construction pseudo-classic architecture system beam and column
Smaller, flexible layout increases the utilization rate in space.
4th, for compared to historic building structure system, steel construction pseudo-classic architecture system limited by own material it is smaller, no
There is easy warpage, inflammable, easy to aging, and bearing capacity higher.
5th, anti-seismic performance is good, and experimental study shows that the ductility and energy consumption of the steel frame structural system is excellent, makes it
It can be promoted and applied in highly seismic region archaized building structure.
Description of the drawings
Fig. 1 is the front view of pseudo-classic architecture steel frame structural system schematic diagram of the present invention.
Fig. 2 is the front view of bucket component 4.
Fig. 3 is the vertical view of bucket component 4.
Fig. 4 is the front view for encircleing component 3.
Fig. 5 is the vertical view for encircleing component 3.
Specific embodiment
The present invention is described in further detail below in conjunction with the accompanying drawings.
As shown in Figure 1, a kind of front view of pseudo-classic architecture steel-frame structure using Box section beam, is included in level side
Connected main hall 1 and inclined 2 two parts of the Room, superstructure use inclined roof 13 upwards；Main hall 1 is supported with the inclined Room 2 by frame column；
The lower prop of frame column uses round steel pipe 9, and upper prop uses square steel tube 10, and bucket component is set in lower prop and upper prop connecting portion.The main Room
Crossbeam 7 is box-type section girder steel with inclined Room crossbeam 8, is connected by the first cross abnormal joint 12, and risen on main Room crossbeam 7
It is several compared with short column 11.Crossbeam and frame column connecting portion setting arch component 3.At the end positions of contiguous structure, respectively symmetrically
One hump 6 of setting and small bucket component 5.The main hall 1 just connects mode with the use of the inclined Room 2 and connect, and shares system medium position
Third frame column 18, two arches, 3 bottom absolute altitude of component connected to it are consistent.Main Room crossbeam 7 is higher than inclined 8 depth of section of Room crossbeam,
The top flange of main Room crossbeam 7 is higher than the top flange of inclined Room crossbeam 8, and the lower flange of main Room crossbeam 7 is less than the lower flange of inclined Room crossbeam,
So as to form the first cross abnormal joint 12.Setting girder 14, depth of section are less than inclined Room crossbeam 8, girder on the outside of the inclined Room
14 top flange and lower flange are respectively lower than the top flange and lower flange of inclined Room crossbeam 8, so as to form the second cross special-shaped section
Point 15.
As shown in Figure 2 and Figure 3, top surface punches with bottom surface on bucket component 4, can be sleeved on 10 outside of square steel tube, pass through welding
Mode be attached with square steel tube 10.4 bottom surface of bucket component is welded to connect with 9 top surface of round steel pipe.
As shown in Figure 4, Figure 5, encircle top surface on component 3 to weld with main Room crossbeam 7 or 8 bottom surface of Room crossbeam partially, 3 side of arch component
It is welded to connect with the surface of round steel pipe 9 or square steel tube 10.
The present invention operation principle be：
The inclined roof 13 of overall structure imitation Chinese ancient architecture, the form of round steel pipe 9, and ancient building is set in part
Distinctive bucket component, arch component 3.The presence of arch component 3 can not only increase integrally-built rigidity, when earthquake occurs, make
For first of anti-vibration defense lines of pseudo-classic architecture steel frame, play the role of energy consumption.It is risen on main Room crossbeam 7 several compared with compared with short column
11, it can be ensured that the force path of pseudo-classic architecture steel frame is specified in the requirement of rigidity and bearing capacity.Hump 6 is complete in form
Chinese ancient architecture is copied, advantageous effect is played to constructional appearance.The first cross cross special-shaped section of abnormal joint 12 and second
15 liang of curb girders of point it is of different sizes, improve the shear resistance of joint cores, while avoid the waste of steel.Girder steel and steel
Column is set ribbed stiffener at the flange of beam respective heights of joint cores, ensure that power transmission using the rigid connection of full weldering connection
Definition.Experimental study shows bucket component significant effect when resisting horizontal force, can be as pseudo-classic architecture steel frame system
Second anti-vibration defense lines, play a protective role to structure.
To sum up, this kind both meets the upper large space of building using the pseudo-classic architecture steel frame structural system of Box section beam
Requirement, and with good anti-seismic performance and bearing capacity.
Claims (2)
1. a kind of pseudo-classic architecture steel-frame structure using Box section beam, which is characterized in that including lambdoid inclined roof
(13), it is provided with frame column below inclined roof (13)；The frame column includes first of both ends setting below inclined roof (13)
Frame column (16) and the second frame column (17), close to the second frame column between the first frame column (16) and the second frame column (17)
(17) third frame column (18) is additionally provided at；It is big that the main Room is provided between the first frame column (16) and third frame column (18)
Beam (7) is provided with inclined Room crossbeam (8) between the second frame column (17) and third frame column (18)；Second frame column
(17) outside is additionally provided with girder (14)；The main Room crossbeam (7) is box-type section girder steel with inclined Room crossbeam (8), in the main Room
It is set on crossbeam (7) several compared with short column (11)；Inclined roof (13) is connected to by the second bucket component (19) compared with short column (11) top
On；
The main Room crossbeam (7) is higher than inclined Room crossbeam than inclined Room crossbeam (8) depth of section height, the top flange of main Room crossbeam (7)
(8) top flange, the lower flange of main Room crossbeam (7) are less than the lower flange of inclined Room crossbeam, so as to form the first cross special-shaped section
Point (12)；
The depth of section of the girder (14) is less than inclined Room crossbeam (8), and the top flange and lower flange of girder (14) are respectively lower than
The top flange and lower flange of inclined Room crossbeam (8), so as to form the second cross abnormal joint (15)；
Main Room crossbeam (7), inclined Room crossbeam (8) and the girder (14) is provided with arch component with frame column connecting portion respectively
(3)；Two arch component (3) bottom marks that the third frame column (18) is connect respectively with main Room crossbeam (7) and inclined Room crossbeam (8)
It is high consistent；
It closes below described inclined roof (13) both ends, the top of main Room crossbeam (7) and inclined Room crossbeam (8) is symmetrically arranged with one
A hump (6) and small bucket component (5).
A kind of 2. pseudo-classic architecture steel-frame structure using Box section beam according to claim 1, which is characterized in that institute
The lower prop for the frame column stated uses round steel pipe (9), and upper prop uses square steel tube (10), connect in round steel pipe (9) with square steel tube (10)
Position sets the first bucket component (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610149603.7A CN105971117B (en) | 2016-03-16 | 2016-03-16 | A kind of pseudo-classic architecture steel-frame structure using Box section beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610149603.7A CN105971117B (en) | 2016-03-16 | 2016-03-16 | A kind of pseudo-classic architecture steel-frame structure using Box section beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105971117A CN105971117A (en) | 2016-09-28 |
| CN105971117B true CN105971117B (en) | 2018-06-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610149603.7A Expired - Fee Related CN105971117B (en) | 2016-03-16 | 2016-03-16 | A kind of pseudo-classic architecture steel-frame structure using Box section beam |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107605042B (en) * | 2017-09-15 | 2023-09-26 | 云南省建设投资控股集团有限公司 | Steel construction archaize intermittent mountain roofing building structure system |
| CN108005287B (en) * | 2017-12-28 | 2022-10-11 | 北京城建亚泰建设集团有限公司 | Steel construction roofing structure modelled after an antique |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10159176A (en) * | 1996-11-21 | 1998-06-16 | Natl Sci Council | Joint of beam and support of ductile steel |
| CN102061742A (en) * | 2010-12-06 | 2011-05-18 | 岳建伟 | Shockproof reinforced concrete pseudo-classic building structural system |
| CN202202410U (en) * | 2011-07-22 | 2012-04-25 | 西安建筑科技大学 | Cross-shaped abnormal joint formed by connection of steel structure box column, box beam and I beam |
| CN203247932U (en) * | 2013-05-14 | 2013-10-23 | 福建山水木结构有限公司 | Antique finished memorial arch |
| CN204357020U (en) * | 2014-12-16 | 2015-05-27 | 苏州工业园区设计研究院股份有限公司 | Ancient building eaves structure |
| CN105386532A (en) * | 2015-12-02 | 2016-03-09 | 梁海森 | Anti-seismic system of antique building structure |
-
2016
- 2016-03-16 CN CN201610149603.7A patent/CN105971117B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10159176A (en) * | 1996-11-21 | 1998-06-16 | Natl Sci Council | Joint of beam and support of ductile steel |
| CN102061742A (en) * | 2010-12-06 | 2011-05-18 | 岳建伟 | Shockproof reinforced concrete pseudo-classic building structural system |
| CN202202410U (en) * | 2011-07-22 | 2012-04-25 | 西安建筑科技大学 | Cross-shaped abnormal joint formed by connection of steel structure box column, box beam and I beam |
| CN203247932U (en) * | 2013-05-14 | 2013-10-23 | 福建山水木结构有限公司 | Antique finished memorial arch |
| CN204357020U (en) * | 2014-12-16 | 2015-05-27 | 苏州工业园区设计研究院股份有限公司 | Ancient building eaves structure |
| CN105386532A (en) * | 2015-12-02 | 2016-03-09 | 梁海森 | Anti-seismic system of antique building structure |
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| Publication number | Publication date |
|---|---|
| CN105971117A (en) | 2016-09-28 |
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