CN207436259U - A kind of steel construction gable and hip roof roof building structural system modelled after an antique - Google Patents
A kind of steel construction gable and hip roof roof building structural system modelled after an antique Download PDFInfo
- Publication number
- CN207436259U CN207436259U CN201721192293.3U CN201721192293U CN207436259U CN 207436259 U CN207436259 U CN 207436259U CN 201721192293 U CN201721192293 U CN 201721192293U CN 207436259 U CN207436259 U CN 207436259U
- Authority
- CN
- China
- Prior art keywords
- steel
- plane
- roofing
- welded
- top flange
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
Abstract
A kind of steel construction gable and hip roof roof building structural system modelled after an antique, including being located at each two row pipe steel column (1) on the top line both sides of gable and hip roof roofing, building and laterally build one group of gooseneck (3) on chevron steel cant beam, each four butts head pipe steel column (4) being respectively arranged at outside two row pipe steel column two ends, the end crossbeam (5) built respectively on the column of end on one group of chevron steel cant beam (2) on steel column top, the inclined-plane that is formed along chevron steel cant beam；The oblique girder steel in end (6) has been built respectively in gooseneck two ends, and the oblique girder steel of roofing apex angle (8) is overlapped with respectively between the oblique girder steel in end and two outer heel posts of end pipe steel column；Steel cant beam and gooseneck are connected with pipe steel column by the first connecting joint structure；The oblique girder steel of roofing apex angle, gooseneck, end crossbeam are connected with end pipe steel column by the second connecting joint structure.The utility model realizes the gable and hip roof roofing moulding that Chinese style pseudo-classic architecture complexity is built with steel construction.
Description
Technical field
The utility model belongs to steel building technical field.
Background technology
Chinese style ancient architecture is the rarity of China's historic evolution, has incomparable unique aesthetic feeling.Traditional Chinese style is ancient
Generation building is nearly all post and panel structure, and wood consumption is big, does not meet the developing direction of current green building, and builds work
Sequence is more and complicated, low construction efficiency, fire protecting performance are also poor.
In recent years the steel building widelyd popularize due to structural strength is high, anti-seismic performance is good, it is energy saving, can be achieved batch production and
The various advantages such as standardized production, on-site consolidation, easy for construction, short construction period, area utilization rate height, become green building
Developing direction.But steel building is chiefly used in Super High, longspan structure, is applied in pseudo-classic architecture few.It is this is because modelled after an antique
More complicated gable and hip roof roofing moulding is built, causes its batch production processing stage extremely low, applies man-hour requirement scene formwork and binding
Reinforcing bar, it is difficult to realize whole steel structure system.
With the continuous growth constantly carried forward with the modern imitations building market demand of Chinese traditional culture, and in order to comply with
The direction of Green Architectural Development, the design how steel structure system is applied to the Chinese style pseudo-classic architecture with gable and hip roof roofing are built
It makes, becomes the problem of industry will be researched and solved.
The content of the invention
The purpose of this utility model is existing in the prior art in order to solve the problems, such as, provides a kind of steel construction gable and hip roof room modelled after an antique
Steel construction is applied in pseudo-classic architecture by face architectural structure system, realizes that pseudo-classic architecture is answered using batch production processing steel member
Miscellaneous roofing moulding.
The purpose of this utility model is achieved through the following technical solutions：
A kind of steel construction gable and hip roof roof building structural system modelled after an antique, including being located at each of the top line both sides of gable and hip roof roofing respectively
Two row pipe steel columns build one group of chevron steel cant beam on pipe steel column top, the inclined-plane horizontal stroke along chevron steel cant beam composition
To the one group of gooseneck built on chevron steel cant beam, each four height being respectively arranged at outside two row pipe steel column two ends
Identical end pipe steel column, the end crossbeam built respectively on the column of end；
Each two row pipe steel column positioned at the top line both sides of gable and hip roof roofing, the two row pipe steel columns positioned inside
Higher than the two row pipe steel columns in outside, the top of pipe steel column cuts into inclined-plane along roofing angle；The steel cant beam difference
It builds on each row's pipe steel column on gable and hip roof roofing both sides, the steel cant beam on both sides connects at the top place of gable and hip roof roofing；It builds
The gooseneck two ends on gable and hip roof roofing both sides are located on the inside of the pipe steel column of end, and end has been built respectively in gooseneck two ends
Oblique girder steel has built the oblique steel of roofing side eaves respectively between the oblique girder steel in end and two interior heel posts of end pipe steel column
Beam is overlapped with the oblique girder steel of roofing apex angle respectively between the oblique girder steel in end and two outer heel posts of end pipe steel column, end
The inside column top of head pipe steel column cuts into inclined-plane along roofing side eaves angle；
The steel cant beam, gooseneck, end crossbeam, the oblique girder steel in end, the oblique girder steel of side eaves, the oblique girder steel of roofing apex angle are H
Section steel beam；Top flange at the top of the web of gooseneck and end crossbeam is along the inclined oblique edge of a wing of roofing；Steel cant beam and steel are horizontal
It is welded to each other between beam or by connecting plate and being bolted, is also welded to each other between the oblique girder steel in end and the oblique girder steel of roofing side eaves
Or it by connecting plate and is bolted；Steel cant beam and gooseneck are connected with pipe steel column by the first connecting joint structure；Room
The oblique girder steel of face apex angle, gooseneck, end crossbeam are connected with end pipe steel column by the second connecting joint structure；Roofing side eaves
Oblique girder steel and end crossbeam are connected with end pipe steel column by the first connecting joint structure；
First connecting joint structure includes arranging in cross and four H in steel column top outer wall being respectively welded
Shaped steel bracket connector；The steel column is pipe steel column or the interior heel post of end pipe steel column；The H profile steel bracket
Connector includes two the first plane top flange H profile steel oxen being respectively welded on the outside of steel column top inclined-plane highs and lows
Leg connector, two be respectively welded in steel column both sides and with the first plane top flange H profile steel bracket connector it is perpendicular first tiltedly
Face top flange H shaped steel bracket connectors, the top flange of the first inclined-plane top flange H profile steel bracket connector are tilted along roofing；In steel column
Interior top is welded with fagging in oblong-shaped ramps, is located in steel column in inclined-plane and is welded with below fagging in the first circular horizontal
Fagging；The web of the two first plane top flange H profile steel bracket connectors sidewall weld with steel column respectively, positioned at web both ends
Plane top flange and plane lower flange respectively with steel column outer wall along and fagging pair in fagging in inclined-plane and the first circular horizontal
The arcuate engagement surface of position is answered to weld；The web of the two first inclined-plane top flange H profile steel bracket connectors side with steel column respectively
Wall welds, positioned at the inclined-plane top flange at web both ends and plane lower flange respectively with steel column outer wall along with fagging in inclined-plane and the
The arcuate engagement surface welding of fagging correspondence position in one circular horizontal；Set steel cant beam and the first plane top flange H profile steel
Bracket connector is connected by the first connecting plate and the first connection bolt for connecting the two web, and the edge of a wing is welded to each other；Set
Gooseneck connects with the first inclined-plane top flange H shaped steel bracket connectors again by the first connecting plate and first for being connected the two web
Connecting bolt connects, and the edge of a wing is welded to each other；The set oblique girder steel of roofing side eaves leads to the first plane top flange H profile steel bracket connector
The first connecting plate and the first connection bolt for crossing both connection webs connect, and the edge of a wing is welded to each other；Set end crossbeam with
First inclined-plane top flange H profile steel bracket connector is connected by the first connecting plate and the first connection bolt for connecting the two web, the wing
Edge is welded to each other；
Second connecting joint structure includes the outside column top outer wall in end pipe steel column is respectively welded
Two second plane top flange H profile steel bracket connectors, two second inclined-plane top flange H profile steel bracket connectors and a roofing apex angles
Oblique girder steel；The top of the outer heel post cuts into chevron inclined-plane along gable and hip roof roofing and roofing side eaves respectively, in outer heel post
Top is welded with fagging in chevron inclined-plane, is located in outer heel post in chevron inclined-plane and is welded with the second circular horizontal below fagging
Interior fagging；The oblique girder steel of roofing apex angle is chevron inclined-plane top flange H profile steel beam, is welded in the highest of outer heel post chevron top surface
Point outside, web are welded in outer heel post outer wall, the chevron inclined-plane top flange at web both ends and plane lower flange difference vertically
It is welded with outer heel post outer wall along with the arcuate engagement surface of fagging correspondence position in fagging in chevron inclined-plane and the second circular horizontal；
Two second inclined-plane top flange H profile steel bracket connectors are symmetrically disposed on the oblique girder steel both sides of roofing apex angle and are mutually perpendicular to,
Web is welded in outer heel post outer wall vertically, and the inclined-plane top flange and plane lower flange at web both ends are respectively with outer heel post along mountain
In shape inclined-plane in fagging and the second circular horizontal fagging correspondence position arcuate engagement surface welding；Two second plane upper limbs
Edge H profile steel bracket connector is symmetrically welded the both sides on the outside of the minimum point on chevron inclined-plane and is mutually perpendicular to, and web is welded in vertically
Outer heel post outer wall, the plane top flange and plane lower flange at web both ends respectively with outer heel post along chevron inclined-plane fagging and
The arcuate engagement surface welding of fagging correspondence position in second circular horizontal；Two second inclined-plane top flange H profile steel bracket connectors
Top flange along the chevron inclined-plane of residing gable and hip roof roofing and the inclination of roofing side eaves, the top flange of the oblique girder steel of roofing apex angle respectively with dividing
It is not tilted along the gable and hip roof roofing and roofing side eaves of institute's direction；The gooseneck leads to the second inclined-plane top flange H profile steel bracket connector
The second connecting plate and the second connection bolt for crossing both connection webs connect, and the edge of a wing is welded to each other；The end crossbeam and second
Inclined-plane top flange H profile steel bracket connector is connected by the second connecting plate and the second connection bolt for connecting the two web, edge of a wing phase
Mutually welding.
The utility model is connected with the gooseneck under gable between the oblique girder steel in end of gable and hip roof roofing both sides.In gable and hip roof room
The bottom periphery in face is connected with to be connected respectively with steel cant beam, the oblique girder steel in end, the oblique girder steel of side eaves, plane top flange H profile steel connector
Edge sealing girder steel.It is located in the interior heel post of pipe steel column or end pipe steel column in inclined-plane and is welded with below fagging
Fagging in two piece of first circular horizontal being spaced a distance.It is located at chevron inclined-plane in the outer heel post of end pipe steel column
Fagging in two piece of second circular horizontal being spaced a distance is welded with below interior fagging.
The utility model dexterously designs according to the shape and structure feature of Chinese style pseudo-classic architecture roofing and utilizes top flange edge
The inclined H-shaped girder steel of roofing, and the pipe steel column different from height combines, and builds the basic framework of gable and hip roof shape roofing.Simultaneously
It is unique for the connection joints of steel structure component of gable and hip roof formula Sloping roof and for roofing vertex innovatively to devise
Connection joints of steel structure component, solving existing steel structure system can not batch production design and manufacture gable and hip roof roof building structure modelled after an antique
Problem.The utility model provides the steel structure system of complete Chinese style pseudo-classic architecture of the structure with gable and hip roof roofing, by steel
Structural system is applied perfectly to the design-build of the Chinese style pseudo-classic architecture with gable and hip roof roofing.
Description of the drawings
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the schematic diagram of the first connecting joint structure described in the utility model；
Fig. 3 is the schematic diagram of the second connecting joint structure described in the utility model；
Fig. 4 is the schematic diagram of the second connecting joint structure other direction described in the utility model；
Fig. 5 is the A-A sectional views of Fig. 1；
Fig. 6 is the transverse shape schematic diagram of the girder steel that top flange is the oblique edge of a wing or H profile steel bracket connector；
Fig. 7 is the transverse shape schematic diagram of the oblique girder steel of roofing apex angle.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment is described in further detail the utility model.
Steel construction gable and hip roof roof building structural system modelled after an antique as shown in Figure 1, shown in Figure 5, including being located at gable and hip roof roofing top respectively
Each two row pipe steel column 1 on sharp line both sides is built in one group of chevron steel cant beam 2 on steel column top, along chevron steel cant beam structure
Into inclined-plane laterally build one group of gooseneck 3 on chevron steel cant beam, be respectively arranged at outside two row pipe steel column two ends
The identical end pipe steel column 4 of each four height, the end crossbeam 5 built respectively on the column of end.End round steel pipe
Steel column 4 is identical with one row round steel 1 height of tube column of outermost positioned at the top line both sides of gable and hip roof roofing.
Each two row pipe steel column 1 positioned at the top line both sides of gable and hip roof roofing, the two row pipe steel positioned inside are stood
For pillar height in the two row pipe steel columns in outside, the top of pipe steel column 1 cuts into inclined-plane along roofing angle；The steel cant beam 2
It is built respectively on each row's pipe steel column on gable and hip roof roofing both sides, the steel cant beam on both sides connects at the top place of gable and hip roof roofing；It takes
3 two ends of gooseneck for building gable and hip roof roofing both sides in are located at 4 inside of end pipe steel column, are taken respectively in 3 two ends of gooseneck
The oblique girder steel 6 in end is had, roofing has been built respectively between the oblique girder steel 6 in end and two interior heel posts of end pipe steel column
Eaves oblique girder steel 7 in side is overlapped with roofing apex angle respectively between the oblique girder steel 6 in end and two outer heel posts of end pipe steel column
Oblique girder steel 8, the inside column top of end pipe steel column 4 cut into inclined-plane along roofing side eaves angle.In gable and hip roof roofing both sides
The oblique girder steel 6 in end between be connected with gooseneck 9 under gable.It is connected in the bottom periphery of gable and hip roof roofing oblique with steel respectively
The edge sealing girder steel 10 that beam 2, the oblique girder steel 6 in end, the oblique girder steel 7 of side eaves, plane top flange H profile steel connector 22 connect.
The steel cant beam 2, gooseneck 3, end crossbeam 5, the oblique girder steel 6 in end, the oblique girder steel 7 of side eaves, the oblique girder steel 8 of roofing apex angle
It is H profile steel beam；Top flange at the top of the web of gooseneck 3 and end crossbeam 5 is along the inclined oblique edge of a wing of roofing；Steel cant beam
It is welded to each other between 2 and gooseneck 3 or is connected by connecting plate with high-strength bolt, the oblique girder steel 6 in end and the oblique girder steel 7 of roofing side eaves
Between be also welded to each other or connected by connecting plate with high-strength bolt；Steel cant beam 2 and gooseneck 3 and pipe steel column 1 pass through the
One connecting joint structure I connections；The oblique girder steel 8 of roofing apex angle, gooseneck 3, end crossbeam 5 and end pipe steel column 4 pass through the
Two connecting joint structure II connections；The oblique girder steel 7 of roofing side eaves and end crossbeam 5 are connected with end pipe steel column 4 by first
Node structure I connections.First connecting joint structure and the second connecting joint structure are the key structures for building gable and hip roof shape roofing.
First connecting node is the node that roof steel cant beam 2 intersects with gooseneck 3.As shown in Fig. 2, the first connection section
Point structure I includes arranging in cross and four H profile steel bracket connectors in steel column top outer wall being respectively welded.The steel is stood
Column refers to the interior heel post of pipe steel column 1 or finger tip head pipe steel column 4.The H profile steel bracket connector includes two pieces points
The first plane top flange H profile steel bracket connector 15, two not being welded on the outside of steel column top inclined-plane highs and lows
It is respectively welded in steel column both sides and the first inclined-plane top flange H perpendicular with the first plane top flange H profile steel bracket connector 15
Shaped steel bracket connector 13, the top flange of the first inclined-plane top flange H profile steel bracket connector 13 are tilted along roofing.The top in steel column
Fagging 12 in oblong-shaped ramps are welded with, is located in steel column in inclined-plane and is welded with the first circular horizontal inner support below fagging 12
Plate 14.The web of two first plane top flange H profile steel bracket connectors 15 sidewall weld with steel column respectively, positioned at web
The plane top flange and plane lower flange at both ends respectively with steel column outer wall along in 12 and first circular horizontal of fagging in inclined-plane
The arcuate engagement surface welding of 14 correspondence position of fagging；The web of two first inclined-plane top flange H profile steel bracket connectors 13 respectively with
The sidewall weld of steel column, positioned at the inclined-plane top flange at web both ends and plane lower flange respectively with steel column outer wall along and inclined-plane
The arcuate engagement surface welding of 14 correspondence position of fagging in interior 12 and first circular horizontal of fagging.After welding, oblong-shaped ramps inner support
Plate 12 from steel column inner support on the plane top flange and the first inclined-plane of the first plane top flange H profile steel bracket connector of outside
The extruding of the inclined-plane top flange of edge of a wing H profile steel bracket connector 13, fagging 14 outer from steel column inner support in the first circular horizontal
The plane lower flange of the first plane top flange H profile steel bracket connector in face and putting down for the first inclined-plane top flange H profile steel bracket connector
The extruding of face lower flange, prevents steel column from deforming.In order to make to be located at two first plane top flange H-types of both sides above and below steel column
There is support in the plane lower flange of steel corbel connector 15 in steel column, as shown in figure 5, being located at inclined-plane in pipe steel column 1
Interior 12 lower section of fagging is welded with fagging 14 in two piece of first circular horizontal being spaced a distance, two piece of first circular horizontal inner support
Plate supports the plane lower flange of two first plane top flange H profile steel bracket connectors 15 of the both sides above and below steel column respectively.
Similarly, fagging in two piece of first circular horizontal can also be welded in the interior heel post of end pipe steel column 4.When the first connection
Node is used for as shown in III in Fig. 1 during position, 15 no longer external roof of the first plane top flange H profile steel bracket connector directed downwardly
Steel cant beam 2.
Set steel cant beam 2 is connected with the first plane top flange H profile steel bracket connector 15 by being connected the two web first
Fishplate bar 16 and first connects bolt 17 and connects, and the edge of a wing is welded to each other；Set 3 and first inclined-plane top flange H profile steel of gooseneck
Bracket connector 13 connects again by the first connecting plate 16 and the first connection bolt 17 of both connection webs, and the edge of a wing is mutually welded
It connects；The set oblique girder steel 7 of roofing side eaves and the first plane top flange H profile steel bracket connector 15 are by both being connected the of web
One connecting plate 16 and the first connection bolt 17 connect, and the edge of a wing is welded to each other；Set 5 and first inclined-plane top flange of end crossbeam
H shaped steel brackets connector 13 is connected by the first connecting plate 16 and the first connection bolt 17 for connecting the two web, and the edge of a wing is mutually welded
It connects.
The second connecting joint structure II is the oblique girder steel 8 of roofing apex angle, the steel of roof angular position Liang Ge inclined-planes intersection
The node that crossbeam 3, end crossbeam 5 intersect with end pipe steel column 4.As shown in Figure 3, Figure 4, justify including being respectively welded in end
On two second 22, two second inclined-planes of plane top flange H profile steel bracket connector of the outside column top outer wall of pipe steel column 4
Edge of a wing H profile steel bracket connector 23 and the oblique girder steel 8 of a roofing apex angle.The top of the outer heel post is respectively along gable and hip roof roofing and room
Surface side eaves cuts into chevron inclined-plane, and top is welded with fagging 21 in chevron inclined-plane in outer heel post, is located in outer heel post
21 lower section of fagging is welded with fagging 20 in the second circular horizontal in chevron inclined-plane.The oblique girder steel 8 of roofing apex angle is chevron inclined-plane
Top flange H profile steel beam, is welded on the outside of the peak of outer heel post chevron top surface, and web is welded in vertically outside outer heel post
Wall, the chevron inclined-plane top flange and plane lower flange at web both ends respectively with outer heel post outer wall along and fagging 21 in chevron inclined-plane
With the arcuate engagement surface welding of 20 correspondence position of fagging in the second circular horizontal.Two second inclined-plane top flange H profile steel oxen
Leg connector 23 is symmetrically disposed on oblique 8 both sides of girder steel of roofing apex angle and is mutually perpendicular to, and web is welded in vertically outside outer heel post
Wall, fagging 21 and second is circular along chevron inclined-plane with outer heel post respectively for the inclined-plane top flange and plane lower flange at web both ends
The arcuate engagement surface welding of 20 correspondence position of fagging in level.Two second plane top flange H profile steel bracket connectors 22 are right
Title is welded in both sides on the outside of the minimum point on chevron inclined-plane and is mutually perpendicular to, and web is welded in outer heel post outer wall, web vertically
The plane top flange and plane lower flange at both ends are respectively with outer heel post along chevron inclined-plane in 21 and second circular horizontal of fagging
The arcuate engagement surface welding of 20 correspondence position of fagging.The top flange difference of two second inclined-plane top flange H profile steel bracket connectors 23
With being tilted along residing gable and hip roof roofing and roofing side eaves, the chevron inclined-plane of the top flange of the oblique girder steel 8 of roofing apex angle is respectively along court of institute
To gable and hip roof roofing and roofing side eaves tilt.After welding, fagging 21 is from the outer heel post of end pipe steel column in chevron inclined-plane
The plane top flange of two second plane top flange H profile steel bracket connectors 22 outside inner support, two second inclined-plane top flange H
The inclined-plane top flange of shaped steel bracket connector 23 and the extruding of the chevron inclined-plane top flange of the oblique girder steel 8 of roofing apex angle, the second circular water
Fagging 20 connects from two second plane top flange H profile steel brackets outside the outside inner support of column of end pipe steel column in flat
First 22 plane lower flange, two the plane lower flanges of second inclined-plane top flange H profile steel bracket connector 23 and the oblique steel of roofing apex angle
The extruding of the plane lower flange of beam 8 prevents outer heel post from deforming.In order to make the both sides above and below the outer heel post of pipe steel column
The plane lower flange of the oblique girder steel 8 of roofing apex angle and the plane lower flange of two second plane top flange H profile steel bracket connectors 22
There is support in column, solderable two piece of second circular horizontal inner support below fagging 21 is located in chevron inclined-plane in outer heel post
Plate, respectively support the oblique girder steel 8 of roofing apex angle plane lower flange and two second plane top flange H profile steel bracket connectors 22
Plane lower flange.
Top flange described in the utility model is the gooseneck 3 on the oblique edge of a wing and end crossbeam 5, the first inclined-plane top flange H-type
Steel corbel connector 13, the transverse shape of the second inclined-plane top flange H profile steel bracket connector 23 are as shown in fig. 6, positioned at web c bottoms
The lower flange b in portion is the flat edge of a wing, and the top flange a at the top of web is the oblique edge of a wing.The cross section of the oblique girder steel 8 of roofing apex angle
Shape as shown in fig. 7, positioned at web steel beam web f bottoms lower flange d for the flat edge of a wing, the top flange at the top of steel beam web plate
E is the chevron inclined-plane edge of a wing.
The gooseneck 3 is connected with the second inclined-plane top flange H profile steel bracket connector 23 by being connected the second of the two web
Plate 18 and second connects bolt 11 and connects, and the edge of a wing is welded to each other.The 5 and second inclined-plane top flange H profile steel bracket of end crossbeam
Connector 23 is connected by the second connecting plate 18 and the second connection bolt 11 for connecting the two web, and the edge of a wing is welded to each other.
After the utility model steel structure system is put up, you can build gable and hip roof shape roofing 19.
The utility model is realized builds pseudo-classic architecture gable and hip roof roof structure, it can be achieved that batch production processing is fixed with steel construction
System, quick-assembling at the construction field (site), by the steel structure member of the gable and hip roof roofing pseudo-classic architecture standardization of complicated uniqueness into
Row structure, realizes the standardization of building, reduces building cost, improves construction efficiency, and ensures construction quality.
Claims (5)
1. a kind of steel construction gable and hip roof roof building structural system modelled after an antique, which is characterized in that top including being located at gable and hip roof roofing respectively
Each two row pipe steel column (1) on line both sides is built in one group of chevron steel cant beam (2) on pipe steel column top, along chevron steel
It laterally builds one group of gooseneck (3) on chevron steel cant beam, be respectively arranged at two row pipe steel columns in the inclined-plane that cant beam is formed
The identical end pipe steel column (4) of each four height outside two ends, the end crossbeam built respectively on the column of end
(5)；
Each two row pipe steel column (1) positioned at the top line both sides of gable and hip roof roofing, the two row pipe steel columns positioned inside
Higher than the two row pipe steel columns in outside, the top of pipe steel column (1) cuts into inclined-plane along roofing angle；The steel cant beam
(2) build respectively on each row's pipe steel column on gable and hip roof roofing both sides, the steel cant beam on both sides connects at the top place of gable and hip roof roofing；
It builds gooseneck (3) two ends on gable and hip roof roofing both sides to be located on the inside of end pipe steel column (4), at gooseneck (3) both ends
Head has built the oblique girder steel in end (6) respectively, divides between the oblique girder steel in end (6) and two interior heel posts of end pipe steel column
The oblique girder steel of roofing side eaves (7) has not been built, has been divided between the oblique girder steel in end (6) and two outer heel posts of end pipe steel column
The oblique girder steel of roofing apex angle (8) is not overlapped with, and the inside column top of end pipe steel column (4) is cut into along roofing side eaves angle
Inclined-plane；
The steel cant beam (2), gooseneck (3), end crossbeam (5), the oblique girder steel in end (6), the oblique girder steel of side eaves (7), roofing apex angle
Oblique girder steel (8) is H profile steel beam；Top flange at the top of the web of gooseneck (3) and end crossbeam (5) is inclined along roofing
The oblique edge of a wing；Be welded to each other between steel cant beam (2) and gooseneck (3) or by connecting plate and being bolted, the oblique girder steel in end (6) and
It is also welded to each other between the oblique girder steel of roofing side eaves (7) or by connecting plate and being bolted；Steel cant beam (2) and gooseneck (3) with
Pipe steel column (1) is connected by the first connecting joint structure (I)；The oblique girder steel of roofing apex angle (8), gooseneck (3), end crossbeam
(5) it is connected with end pipe steel column (4) by the second connecting joint structure (II)；The oblique girder steel of roofing side eaves (7) and end are horizontal
Beam (5) is connected with end pipe steel column (4) by the first connecting joint structure (I)；
First connecting joint structure (I) includes arranging in cross and four H in steel column top outer wall being respectively welded
Shaped steel bracket connector；The steel column is pipe steel column (1) or the interior heel post of end pipe steel column (4)；The H-type
Steel corbel connector includes two the first plane top flange H being respectively welded on the outside of steel column top inclined-plane highs and lows
Shaped steel bracket connector (15), two be respectively welded in steel column both sides and with the first plane top flange H profile steel bracket connector (15)
The first perpendicular inclined-plane top flange H profile steel bracket connector (13), the upper limb of the first inclined-plane top flange H profile steel bracket connector (13)
Edge is tilted along roofing；Top is welded with fagging in oblong-shaped ramps (12) in steel column, and inclined-plane inner support is located in steel column
Fagging (14) in the first circular horizontal are welded with below plate (12)；Two first plane top flange H profile steel bracket connectors (15)
The web sidewall weld with steel column respectively, positioned at the plane top flange at web both ends and plane lower flange respectively with outside steel column
Wall is welded along with the arcuate engagement surface of fagging (14) correspondence position in fagging in inclined-plane (12) and the first circular horizontal；Two first
The web of inclined-plane top flange H profile steel bracket connector (13) sidewall weld with steel column respectively, on the inclined-plane at web both ends
The edge of a wing and plane lower flange are right with fagging (14) in fagging in inclined-plane (12) and the first circular horizontal with steel column outer wall edge respectively
The arcuate engagement surface of position is answered to weld；Set steel cant beam (2) passes through with the first plane top flange H profile steel bracket connector (15)
The first connecting plate (16) of both connection webs and the first connection bolt (17) connect, and the edge of a wing is welded to each other；Set steel is horizontal
Beam (3) and the first inclined-plane top flange H profile steel bracket connector (13) again by the first connecting plate (16) for both being connected web and
First connection bolt (17) connects, and the edge of a wing is welded to each other；The set oblique girder steel of roofing side eaves (7) and the first plane top flange H
Shaped steel bracket connector (15) is connected by the first connecting plate (16) and the first connection bolt (17) for connecting the two web, edge of a wing phase
Mutually welding；Set end crossbeam (5) is with the first inclined-plane top flange H profile steel bracket connector (13) by being connected the two web
First connecting plate (16) and the first connection bolt (17) connect, and the edge of a wing is welded to each other；
Second connecting joint structure (II) includes the outside column top outer wall in end pipe steel column (4) is respectively welded
Two second plane top flange H profile steel bracket connectors (22), two second inclined-plane top flange H profile steel bracket connectors (23) and one
The oblique girder steel of root roofing apex angle (8)；The top of the outer heel post cuts into chevron inclined-plane along gable and hip roof roofing and roofing side eaves respectively,
Top is welded with fagging (21) in chevron inclined-plane in outer heel post, is located in outer heel post in chevron inclined-plane under fagging (21)
Side is welded with fagging (20) in the second circular horizontal；The oblique girder steel of roofing apex angle (8) is chevron inclined-plane top flange H profile steel beam,
It is welded on the outside of the peak of outer heel post chevron top surface, web is welded in outer heel post outer wall, the mountain at web both ends vertically
Shape inclined-plane top flange and plane lower flange respectively with outer heel post outer wall along and fagging (21) in chevron inclined-plane and the second circle water
The arcuate engagement surface welding of fagging (20) correspondence position in flat；Two second inclined-plane top flange H profile steel bracket connectors (23)
It is symmetrically disposed on the oblique girder steel of roofing apex angle (8) both sides and is mutually perpendicular to, web is welded in outer heel post outer wall, web two vertically
The inclined-plane top flange and plane lower flange at end are respectively with outer heel post along chevron inclined-plane in fagging (21) and the second circular horizontal
The arcuate engagement surface welding of fagging (20) correspondence position；Two second plane top flange H profile steel bracket connectors (22) are symmetrical
It is welded in both sides on the outside of the minimum point on chevron inclined-plane and is mutually perpendicular to, web is welded in outer heel post outer wall, web two vertically
The plane top flange and plane lower flange at end are respectively with outer heel post along chevron inclined-plane in fagging (21) and the second circular horizontal
The arcuate engagement surface welding of fagging (20) correspondence position；The top flange of two second inclined-plane top flange H profile steel bracket connectors (23)
Respectively with distinguishing along the chevron inclined-plane of residing gable and hip roof roofing and the inclination of roofing side eaves, the top flange of the oblique girder steel of roofing apex angle (8)
It is tilted along the gable and hip roof roofing and roofing side eaves of institute's direction；The gooseneck (3) and the second inclined-plane top flange H profile steel bracket connector
(23) connected by the second connecting plate (18) and the second connection bolt (11) that connect the two web, the edge of a wing is welded to each other；It is described
End crossbeam (5) and the second inclined-plane top flange H profile steel bracket connector (23) are by both being connected the second connecting plate (18) of web
And second connection bolt (11) connect, the edge of a wing is welded to each other.
2. a kind of steel construction gable and hip roof roof building structural system modelled after an antique according to claim 1, which is characterized in that in gable and hip roof
The gooseneck (9) being connected between the oblique girder steel in end (6) of roofing both sides under gable.
3. a kind of steel construction gable and hip roof roof building structural system modelled after an antique according to claim 1, which is characterized in that in gable and hip roof
The bottom periphery of roofing be connected with respectively with steel cant beam (2), the oblique girder steel in end (6), the oblique girder steel of side eaves (7), plane top flange H-type
The edge sealing girder steel (10) of steel connector (22) connection.
4. a kind of steel construction gable and hip roof roof building structural system modelled after an antique according to claim 1, which is characterized in that in pipe
It is located in the interior heel post of steel column (1) or end pipe steel column (4) in inclined-plane and is welded with interval one below fagging (12)
Fagging (14) in two piece of first circular horizontal of segment distance.
5. a kind of steel construction gable and hip roof roof building structural system modelled after an antique according to claim 1, which is characterized in that in end
Be spaced a distance two pieces the are welded in the outer heel post of pipe steel column (4) below fagging (21) in chevron inclined-plane
Fagging (20) in two circular horizontals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721192293.3U CN207436259U (en) | 2017-09-15 | 2017-09-15 | A kind of steel construction gable and hip roof roof building structural system modelled after an antique |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721192293.3U CN207436259U (en) | 2017-09-15 | 2017-09-15 | A kind of steel construction gable and hip roof roof building structural system modelled after an antique |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207436259U true CN207436259U (en) | 2018-06-01 |
Family
ID=62301570
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721192293.3U Withdrawn - After Issue CN207436259U (en) | 2017-09-15 | 2017-09-15 | A kind of steel construction gable and hip roof roof building structural system modelled after an antique |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207436259U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107605042A (en) * | 2017-09-15 | 2018-01-19 | 云南省建设投资控股集团有限公司 | A kind of steel construction gable and hip roof roof building structural system modelled after an antique |
-
2017
- 2017-09-15 CN CN201721192293.3U patent/CN207436259U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107605042A (en) * | 2017-09-15 | 2018-01-19 | 云南省建设投资控股集团有限公司 | A kind of steel construction gable and hip roof roof building structural system modelled after an antique |
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204510933U (en) | Assembling cultivation column home | |
| CN107605042A (en) | A kind of steel construction gable and hip roof roof building structural system modelled after an antique | |
| CN107355009B (en) | Steel construction archaize building roof apex angle post roof beam crossing node structure | |
| CN205444492U (en) | H type cantilever girder steel post geometric cross section mosaic structure | |
| CN207436259U (en) | A kind of steel construction gable and hip roof roof building structural system modelled after an antique | |
| CN108005287A (en) | Steel construction roof structure modelled after an antique | |
| CN212956151U (en) | Cast-in-place beam flange plate template system | |
| CN208830464U (en) | A kind of girder steel and concrete small column rigid joint | |
| CN205421562U (en) | H type cantilever girder steel post mosaic structure | |
| CN102182269B (en) | Roof supporting structure of FRC (Glass-fiber Reinforced Composite) board and installation method thereof | |
| CN209384467U (en) | A kind of curtain wall support regulating system on steel construction | |
| CN207436279U (en) | Steel construction pseudo-classic architecture gable and hip roof roofing apex angle column beam crossed node structure | |
| CN107201779A (en) | A kind of batter post couples the structure of stress with wide span house cap | |
| CN208056387U (en) | A kind of head of the horse wall construction | |
| CN207538225U (en) | The column beam crossed node structure of steel construction gable and hip roof roof building modelled after an antique | |
| CN203383134U (en) | Long-span curve steel truss web PC combined bridge | |
| CN107386465A (en) | The post beam crossed node structure of steel construction gable and hip roof building roof modelled after an antique | |
| CN205976166U (en) | Assembled composite floor slab | |
| CN103437491A (en) | Planar-bending corrugated sheet steel beam and making technology thereof | |
| CN212358793U (en) | Roofing steel construction support node | |
| CN210482714U (en) | Penetration space steel pipe truss structure of hidden type golden dome | |
| CN209369054U (en) | A kind of connecting node of concrete filled steel tube combined special-shaped column and reinforced beam | |
| CN211596338U (en) | Variable cross section fish belly formula continuous box girder | |
| CN207633583U (en) | A kind of connection structure of prefabricated post and prefabricated partition wall | |
| CN207032671U (en) | Steel and concrete post and the attachment structure of steel and concrete post and Vierendeel girder |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180601 Effective date of abandoning: 20230926 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20180601 Effective date of abandoning: 20230926 |