CN206090824U - Adopt archaize building steel frame structure system of I shape cross -section roof beam - Google Patents
Adopt archaize building steel frame structure system of I shape cross -section roof beam Download PDFInfo
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- CN206090824U CN206090824U CN201620202053.6U CN201620202053U CN206090824U CN 206090824 U CN206090824 U CN 206090824U CN 201620202053 U CN201620202053 U CN 201620202053U CN 206090824 U CN206090824 U CN 206090824U
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- crossbeam
- frame
- frame column
- girder
- steel
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Abstract
The utility model provides an adopt archaize building steel frame structure system of I shape cross -section roof beam, includes the abat -vent, the abat -vent below is provided with the frame post, the frame post includes first frame post and second frame post that abat -vent below both ends set up, is close to second frame post department and still is provided with third frame post between first frame post and second frame post, be provided with the main hall girder between first frame post and third frame post, still be provided with inclined to one side room girder between second frame post and third frame post, the main hall girder be I shape cross -section girder steel with room girder partially, set up a plurality ofly than the short column on the main hall girder, than the short column top passing through second fill structrual joint on the abat -vent, the utility model discloses construction convenience, speed is very fast, and primary member all can be after adding the factory produced completion, and welded connection is carried out at the scene of transporting, this steel frame structure system can satisfy archaize building's special operation requirement, has good anti -seismic performance, can popularize and apply in high earthquake intensity area archaize building.
Description
Technical field
The utility model is related to building steel structure system, more particularly to a kind of building in the style of the ancients of employing i shaped cross section beam
Steel frame structural system.
Background technology
Chinese ancient architecture has condensed the development results such as Ancient Times in China history, science and technology, culture and religion, has bred the people of preciousness
Race's culture and national spirit, but because timber buildings itself are limited by material (timber), such as easy warpage, inflammable, easy
Rotten aging the features such as so that existing wood-structure old building constantly develops even to hide and collapses in structural system destruction, dangerous situation
Precarious position, therefore, using steel build building in the style of the ancients have vital meaning to inheriting these historical and cultural heritages
Justice.
Building in the style of the ancients steel frame structural system application modern science and technology, the anti-disaster ability for making structure is significantly increased,
The every field of China's building trade is gradually dissolved into, the tourist attractions and Landscape for being especially widely used in all parts of the country are worked as
In.
Building in the style of the ancients not only will by such as society, economic dispatch factor be restricted, and will be subject to regional culture, religion with
And the impact and choice of national sentiment.The particularity of archaized building structure is thus resulted in.
, from heavy and light, intensity is high, and ductility is good, flexible layout, and mechanization is high with industrialization degree, and anti-seismic performance is good for steel construction.
Because different with ancient architecture building structure using material, the construction form of separate members changes steel construction archaized building structure, lotus
Carry load path indefinite, therefore seek that a kind of economic and technical norms are excellent, meet the building in the style of the ancients of highly seismic region requirement for bearing capacity
Steel frame structural system is significant.
The content of the invention
In order to overcome the above-mentioned deficiencies of the prior art, the purpose of this utility model is to provide one kind to adopt i shaped cross section
The building in the style of the ancients steel frame structural system of beam, including main hall and inclined Room two parts composition, using inclined roof form, with shock resistance
Can be good the characteristics of.
To achieve these goals, the technical solution adopted in the utility model is：
A kind of building in the style of the ancients steel frame structural system of employing i shaped cross section beam, including lambdoid inclined roof 13, slope
The lower section of roof 13 is provided with frame column；Described frame column includes the first frame column 16 and that the lower section two ends of inclined roof 13 are arranged
Two frame columns 17, the 3rd framework is additionally provided between the first frame column 16 and the second frame column 17 at the second frame column 17
Post 18；Main hall crossbeam 7 is provided between the first frame column 16 and the 3rd frame column 18, in the second frame column 17 and the 3rd framework
Inclined Room crossbeam 8 is provided between post 18；The described outside of the second frame column 17 is additionally provided with girder 14；Described main hall crossbeam 7
It is i shaped cross section girder steel with inclined Room crossbeam 8, arranges some compared with short column 11 on main hall crossbeam 7；Compared with the top of short column 11 by the
Two bucket components 19 are connected on inclined roof 13.
The lower prop of described frame column adopts round steel pipe 9, upper prop to adopt square steel tube 10, round steel pipe 9 to pass through with square steel tube 10
First bucket component 4 connects.
Described main Room crossbeam 7 is higher than the inclined depth of section of Room crossbeam 8, 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 described girder 14 is less than inclined Room crossbeam 8, and the top flange and lower flange of girder 14 is respectively lower than inclined
The top flange and lower flange of Room crossbeam 8, so as to form the second cross abnormal joint 15.
Described main Room crossbeam 7, inclined Room crossbeam 8 and girder 14 are provided with respectively arch component 3 with frame column connecting portion；Institute
The 3rd frame column 18 stated is consistent with two arch bottom absolute altitudes of component 3 that main Room crossbeam 7 and inclined Room crossbeam 8 connect respectively.
Described closes on the two ends of inclined roof 13 lower section, main Room crossbeam 7 and the top of inclined Room crossbeam 8, is symmetrically arranged with one
Hump 6 and little bucket component 5.
The beneficial effects of the utility model：
1), from heavy and light, intensity is high, and mechanization is high with industrialization degree, and steel beam column is directly machined in processing factory for steel construction
Afterwards, on-site hoisting rear splicing in place is arrived in transport, and easy construction speed is fast.
2) steel are saved, in abnormal joint both sides using the i shaped cross section girder steel of different cross section size, was both can ensure that
In the requirement of the larger main Room crossbeam bearing capacity of span, the waste of steel can be avoided at inclined Room crossbeam again.
3) for compared to reinforced concrete structure building in the style of the ancients system, the section of steel construction building in the style of the ancients system beam and column
Less, flexible layout increases the utilization rate in space.
4) for compared to historic building structure system, steel construction building in the style of the ancients system is limited less by own material, no
There is easy warpage, inflammable, easily aging, and bearing capacity is higher.
5) anti-seismic performance is good, and experimental study shows, the ductility and energy consumption of the steel frame structural system is excellent so as to
Popularization and application can be able in highly seismic region archaized building structure.
Description of the drawings
Fig. 1 is the front view of the utility model building in the style of the ancients steel frame structural system schematic diagram.
Fig. 2 is the front view of bucket component 4.
Fig. 3 is the top view of bucket component 4.
Fig. 4 is the front view for encircleing component 3.
Fig. 5 is the top view for encircleing component 3.
Specific embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in figure 1, a kind of front view of the building in the style of the ancients steel frame structural system of employing i shaped cross section beam, is included in
The main hall 1 being connected in horizontal direction and the two parts of the inclined Room 2, superstructure adopts inclined roof 13；Main hall 1 leans on frame column with the inclined Room 2
Support；The lower prop of frame column adopts round steel pipe 9, upper prop to adopt square steel tube 10, and in lower prop and upper prop connecting portion bucket component is arranged
4.Main hall crossbeam 7 is i shaped cross section girder steel with inclined Room crossbeam 8, is connected by the first cross abnormal joint 12, and in main hall
Rise on crossbeam 7 some compared with short column 11.Crossbeam arranges arch component 3 with frame column connecting portion.In the end positions of contiguous structure
Place, is respectively symmetrically one hump 6 of setting and little bucket component 5.The main hall 1 just connects mode and is connected with the employing of the inclined Room 2, shares system
The round steel pipe 9 of medium position, connected two arches bottom absolute altitude of component 3 is consistent.Main Room crossbeam 7 is higher than the inclined section of Room crossbeam 8
Degree is high, and 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 under inclined Room crossbeam
The edge of a wing, so as to form the first cross abnormal joint 12.Partially Room outside arranges girder 14, and its depth of section is less than inclined Room crossbeam 8,
The top flange and lower flange of girder 14 is respectively lower than the top flange and lower flange of inclined Room crossbeam 8, cross different so as to form second
Type node 15.
As shown in Fig. 4 Fig. 5, top surface punches with bottom surface on bucket component 4, the outside of square steel tube 10 can be enclosed within, by welding
Mode be attached with square steel tube 10.The bottom surface of bucket component 4 is welded to connect with the top surface of round steel pipe 9.
As shown in Fig. 2 Fig. 3, top surface and main hall crossbeam 7 or the bottom surface welding of Room crossbeam 8 partially, arch component 3 side on arch component 3
It is welded to connect with the surface of round steel pipe 9 or square steel tube 4.
Operation principle of the present utility model is：
Overall structure imitates inclined roof 13, the form of round steel pipe 9 of Chinese ancient architecture, and arranges ancient building in part
Distinctive bucket component, arch component 3.The presence of arch component 3 not only can increase integrally-built rigidity, when earthquake occurs, make
For first anti-vibration defense lines of building in the style of the ancients steel frame, play a part of power consumption.Rise on main hall crossbeam 7 some compared with short column
11, it can be ensured that the requirement of rigidity and bearing capacity, specify the force path of building in the style of the ancients steel frame.Hump 6 is complete in form
Chinese ancient architecture is copied, beneficial effect is played to constructional appearance.First cross abnormal joint 12 and the second cross special-shaped section
15 liang of curb girders of point it is of different sizes, the shear resistance of joint cores is improve, while avoiding the waste of steel.Girder steel and steel
Post is rigidly connected using full weldering connection, ribbed stiffener is arranged at the flange of beam respective heights of joint cores, it is ensured that power transmission
Definition.Experimental study shows that bucket component effect is significant when horizontal force is resisted can be used as building in the style of the ancients steel frame system
Second anti-vibration defense lines, play a protective role to structure.
To sum up, this kind had both met architectural large space using the building in the style of the ancients steel frame structural system of i shaped cross section beam
Use requirement, and with good anti-seismic performance and bearing capacity.
Claims (6)
1. a kind of building in the style of the ancients steel frame structural system of employing i shaped cross section beam, it is characterised in that including lambdoid slope
Roof (13), inclined roof (13) lower section is provided with frame column；Described frame column includes what inclined roof (13) lower section two ends were arranged
First frame column (16) and the second frame column (17), near the second frame between the first frame column (16) and the second frame column (17)
Trestle (17) place is additionally provided with the 3rd frame column (18)；It is provided with just between the first frame column (16) and the 3rd frame column (18)
Room crossbeam (7), is additionally provided with inclined Room crossbeam (8) between the second frame column (17) and the 3rd frame column (18)；Described second
Frame column (17) outside is additionally provided with girder (14)；Described main hall crossbeam (7) is i shaped cross section steel with inclined Room crossbeam (8)
Beam, arranges some compared with short column (11) on main hall crossbeam (7)；Slope is connected to by the second bucket component (19) compared with short column (11) top
On roof (13).
2. the building in the style of the ancients steel frame structural system of a kind of employing i shaped cross section beam according to claim 1, its feature
It is that the lower prop of described frame column adopts round steel pipe (9), upper prop to adopt square steel tube (10), round steel pipe (9) and square steel tube (10)
Connected by the first bucket component (4).
3. the building in the style of the ancients steel frame structural system of a kind of employing i shaped cross section beam according to claim 1, its feature
It is that described main hall crossbeam (7) is higher than inclined Room crossbeam (8) depth of section, the top flange of main hall crossbeam (7) is higher than inclined Room crossbeam
(8) save so as to form the first cross abnormal shape less than the lower flange of inclined Room crossbeam top flange, the lower flange of main Room crossbeam (7)
Point (12)；
4. the building in the style of the ancients steel frame structural system of a kind of employing i shaped cross section beam according to claim 1, its feature
It is that the depth of section of described girder (14) is less than inclined Room crossbeam (8), and the top flange and lower flange of girder (14) is low respectively
In the top flange and lower flange of inclined Room crossbeam (8), so as to form the second cross abnormal joint (15).
5. the building in the style of the ancients steel frame structural system of a kind of employing i shaped cross section beam according to claim 1, its feature
It is that described main hall crossbeam (7), inclined Room crossbeam (8) and girder (14) are provided with arch component with frame column connecting portion respectively
(3)；The 3rd described frame column (18) encircles component (3) bottom mark with two that main hall crossbeam (7) and inclined Room crossbeam (8) are connected respectively
It is high consistent.
6. the building in the style of the ancients steel frame structural system of a kind of employing i shaped cross section beam according to claim 1, its feature
It is to close on described inclined roof (13) two ends lower section, main hall crossbeam (7) and the top of inclined Room crossbeam (8), is symmetrically arranged with one
Individual hump (6) and little bucket component (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620202053.6U CN206090824U (en) | 2016-03-16 | 2016-03-16 | Adopt archaize building steel frame structure system of I shape cross -section roof beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620202053.6U CN206090824U (en) | 2016-03-16 | 2016-03-16 | Adopt archaize building steel frame structure system of I shape cross -section roof beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090824U true CN206090824U (en) | 2017-04-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620202053.6U Expired - Fee Related CN206090824U (en) | 2016-03-16 | 2016-03-16 | Adopt archaize building steel frame structure system of I shape cross -section roof beam |
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| CN (1) | CN206090824U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833339A (en) * | 2021-09-24 | 2021-12-24 | 中国水利水电科学研究院 | Earthquake-resistant structure of historic building and construction method thereof |
-
2016
- 2016-03-16 CN CN201620202053.6U patent/CN206090824U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833339A (en) * | 2021-09-24 | 2021-12-24 | 中国水利水电科学研究院 | Earthquake-resistant structure of historic building and construction method thereof |
| CN113833339B (en) * | 2021-09-24 | 2022-10-11 | 中国水利水电科学研究院 | Earthquake-resistant structure of historic building and construction method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170412 Termination date: 20200316 |