CN208363297U - Huge concrete filled steel tube batter post and concrete-filled steel square tubular column connecting joint structure - Google Patents
Huge concrete filled steel tube batter post and concrete-filled steel square tubular column connecting joint structure Download PDFInfo
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- CN208363297U CN208363297U CN201820622438.7U CN201820622438U CN208363297U CN 208363297 U CN208363297 U CN 208363297U CN 201820622438 U CN201820622438 U CN 201820622438U CN 208363297 U CN208363297 U CN 208363297U
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Abstract
The utility model provides a kind of super-high building structure huge concrete filled steel tube batter post and huge concrete-filled steel square tubular column connecting joint structure, it include: huge concrete filled steel tube batter post (1-1,1-2), positioned at super-high building structure bottom, lower end is connected with main structure body, is integrated in space intersection；Huge concrete-filled steel square tubular column (2), positioned at huge concrete filled steel tube batter post (1-1,1-2) on the transformational structure formed, huge concrete-filled steel square tubular column (2) and huge concrete filled steel tube batter post (1-1,1-2) are affixed in space intersection；The huge round steel pipe diagonal brace side (3-1,3-2) and huge concrete filled steel tube batter post (1-1,1-2) are affixed, and side and huge concrete-filled steel square tubular column (2) are affixed, to form complete structure stress system.Such structure type solves being reliably connected for huge concrete filled steel tube batter post and concrete-filled steel square tubular column in super high-rise building, and node steel construction is easy to process, can guarantee the density of complex space concreting in node.
Description
Technical field
The utility model relates to technical field of buildings, the huge member transform section of especially a kind of super-high building structure
Point.
Background technique
The super-high building structure part of this type, intersection bar cross section is huge at node, and plate thickness is very thick, the node of design
Need to meet the strength and stiffness requirement of node, the machinability of steel plate, intra-node concrete pour density, and current
Relevant national standard and existing engineering do not have such node, and the worldwide prior art is also not about joint form
Design, can not solve being reliably connected for this type structure, can not easily process node steel construction, also not can guarantee multiple in node
The density of miscellaneous space concreting.
Summary of the invention
In order to overcome the above problem of the existing technology, the utility model provides a kind of huge concrete filled steel tube batter post
With huge concrete-filled steel square tubular column connecting node, comprising:
Huge concrete filled steel tube batter post (1-1,1-2) is located at super-high building structure bottom, lower end and main structure body
It is connected, the stiffness and strength of huge concrete filled steel tube batter post (1-1,1-2) are big, huge concrete filled steel tube batter post (1-1,1-
2) it is integrated in space intersection；
Huge concrete-filled steel square tubular column (2) is located at the transformational structure that huge concrete filled steel tube batter post (1-1,1-2) is formed
On, huge concrete-filled steel square tubular column (2) and huge concrete filled steel tube batter post (1-1,1-2) are affixed in space intersection；
The huge round steel pipe diagonal brace side (3-1,3-2) and huge concrete filled steel tube batter post (1-1,1-2) it is affixed, side with
Huge concrete-filled steel square tubular column (2) is affixed；
It preferably, further include the huge concrete filled steel tube batter post (1-1,1-2) and the huge Concrete-Filled Square Steel Tube
Full concrete is filled inside column (2), two huge concrete filled steel tube batter posts (1-1,1-2) are crossed to form transformational structure,
The huge concrete filled steel tube batter post (1-1,1-2) and the huge concrete-filled steel square tubular column (2) with two huge round steel
Pipe diagonal brace (3-1,3-2) is affixed, and the affixed point of formation includes that at least two girder steels (4), the girder steel is fixed in huge round steel pipe
Concrete batter post (1-1,1-2) formation.
Preferably, the huge concrete filled steel tube batter post (1-1,1-2) forms " people " font transformational structure, is formed by
Angle between plane and horizontal plane is 60 ° -90 °, is formed between two huge concrete filled steel tube batter posts (1-1,1-2)
Angle be 45 ° -90 °.
Preferably, the section of the huge round steel pipe diagonal brace (3-1,3-2) can be round steel pipe or square steel tube, the huge circle
Angle between the plane that concrete filled steel tube diagonal brace (3-1,3-2) is formed and horizontal plane is 60 ° -90 °, two huge round steel
The angle formed between pipe diagonal brace (3-1,3-2) is 45 ° -90 °.
Preferably, the plane and the huge round steel pipe that the huge concrete filled steel tube batter post (1-1,1-2) is formed are oblique
The angle supportted between the plane that (3-1,3-2) is formed is 150 ° -180 °.
Preferably, the angle between the huge concrete-filled steel square tubular column (2) and horizontal plane is 60 ° -90 °.
Preferably, setting circumferential direction is put more energy within the scope of huge concrete filled steel tube batter post (1-1,1-2) the intersection 200mm
Respectively it is arranged in rib, the huge concrete-filled steel square tubular column (2) and huge round steel pipe diagonal brace (3-1,3-2) the intersection 200mm
Circumferential ribbed stiffener or transverse stiffener.
Preferably, the huge concrete filled steel tube batter post (1-1,1-2), huge concrete-filled steel square tubular column (2) and huge
Longitudinal stiffener is respectively provided in type round steel pipe diagonal brace (3-1,3-2), length range is not less than the distance between circumferential ribbed stiffener.
Preferably, the huge concrete filled steel tube batter post (1-1,1-2), huge concrete-filled steel square tubular column (2), huge circle
Steel pipe diagonal brace (3-1,3-2), and circumferential ribbed stiffener, transverse stiffener, longitudinal stiffener, weldquality is answered between all plates
By 100% weld seam detection.
Preferably, the weldering that the huge concrete-filled steel square tubular column (2) and the huge round steel pipe diagonal brace (3-1,3-2) are formed
Junction edge distance should be less than the huge concrete filled steel tube batter post (1-1,1-2) and form welding surface Edge Distance, in order to
Welding.
Using above-mentioned huge concrete filled steel tube batter post and huge concrete-filled steel square tubular column connecting node, its advantages
It is:
(1) node appearance gusset plate is less, saves space and cost, there is preferable architectural effect；
(2) node area plate is horizontal plate, and easy to process, welding quality is easily guaranteed that；
(3) guarantee the density of node district concreting in node area reasonable Arrangement concrete pouring hole and air hole；
(4) guarantee that large space is formed on the bottom of structure, be conducive to building arrangements and space utilization, be suitable for super high-rise building
In.
(5) connected huge concrete filled steel tube batter post, huge concrete-filled steel square tubular column and huge round steel pipe diagonal brace are passed
Power is direct, uniform force reasonable benefit/risk, guarantees structural system safety.
According to the following detailed description of specific embodiments of the present invention in conjunction with the accompanying drawings, those skilled in the art will be brighter
The above and other objects, advantages and features of the present invention.
The brief description of accompanying drawing
Some specific embodiments of the present invention is described in detail by way of example and not limitation with reference to the accompanying drawings hereinafter.
Identical appended drawing reference denotes same or similar part or part in attached drawing.It should be appreciated by those skilled in the art that these
What attached drawing was not necessarily drawn to scale.Target and feature of the invention will be apparent from view of following description taken together with the accompanying drawings,
In attached drawing:
Attached drawing 1 is the node structure perspective representation according to the utility model embodiment；
Attached drawing 2 is the node structure front view according to the utility model embodiment；
Attached drawing 3 is the node region stiffener schematic three dimensional views according to the utility model embodiment.
Specific embodiment
Detailed description of the preferred embodiments with reference to the accompanying drawing, but be not intended to limit the invention
Protection scope.It should be noted that the appended drawing reference B1-1, B1-2, B2-1, B2-2, the B3-1 that occur in attached drawing 2 and attached drawing 3,
B3-2, B4-1, B4-3, B5-1, B5-2, B6-1, B6-2, B8-1, B8-2, B8-3, B8-4, B8-6, B8-8, B7-1, B7-2 are only
Only it is used to indicate corresponding component locations in two figures, is not belonging to the core component of the present utility model part care, therefore
This is not illustrated.
Referring to attached drawing 1-2, huge concrete filled steel tube batter post (1-1,1-2) is located at super-high building structure bottom, under
End is connected with main structure body, and the stiffness and strength of huge concrete filled steel tube batter post (1-1,1-2) are big, huge concrete filled steel tube
Batter post (1-1,1-2) is integrated in space intersection；Huge concrete-filled steel square tubular column (2) is located at huge concrete filled steel tube batter post
On the transformational structure that (1-1,1-2) is formed, huge concrete-filled steel square tubular column (2) and huge concrete filled steel tube batter post (1-1,
It is 1-2) affixed in space intersection；The huge round steel pipe diagonal brace side (3-1,3-2) and huge concrete filled steel tube batter post (1-1,1-2)
Affixed, side and huge concrete-filled steel square tubular column (2) are affixed；Huge cylindrical steel tube concrete batter post (1) and huge square steel tube coagulation
Full concrete is filled inside earth pillar (2), two huge concrete filled steel tube batter posts (1-1,1-2) are crossed to form transformational structure, huge
Type concrete filled steel tube batter post (1-1,1-2) and huge concrete-filled steel square tubular column (2) with two huge round steel pipe diagonal braces (3-1,
3-2) affixed, the affixed point of formation includes at least two girder steels (4), and girder steel is fixed in huge round steel pipe batter post (1-1,1-2) shape
At.Huge concrete filled steel tube batter post (1-1,1-2) forms " people " font transformational structure, is formed by between plane and horizontal plane
Angle be 60 ° -90 °, the angle formed between two huge concrete filled steel tube batter posts (1-1,1-2) is 45 ° -90 °.It is huge
The section of round steel pipe diagonal brace (3-1,3-2) can be round steel pipe or square steel tube, and huge concrete filled steel tube diagonal brace (3-1,3-2) is formed
Plane and horizontal plane between angle be 60 ° -90 °, the angle formed between two huge round steel pipe diagonal braces (3-1,3-2) is
45°-90°.The plane and huge round steel pipe diagonal brace (3-1,3-2) that huge concrete filled steel tube batter post (1-1,1-2) is formed are formed
Plane between angle be 150 ° -180 °.Angle between huge concrete-filled steel square tubular column (2) and horizontal plane is 60 ° -90 °.
Referring to attached drawing 3, circumferential ribbed stiffener is set within the scope of huge concrete filled steel tube batter post (1-1,1-2) intersection 200mm,
Huge concrete-filled steel square tubular column (2) intersect in 200mm with huge round steel pipe diagonal brace (3-1,3-2) be respectively arranged circumferential ribbed stiffener or
Transverse stiffener.Huge concrete filled steel tube batter post (1-1,1-2), huge concrete-filled steel square tubular column (2) and huge round steel pipe
Longitudinal stiffener is respectively provided in diagonal brace (3-1,3-2), length range is not less than the distance between circumferential ribbed stiffener.Huge round steel
Pipe concrete batter post (1-1,1-2), huge concrete-filled steel square tubular column (2), huge round steel pipe diagonal brace (3-1,3-2), and it is circumferential
Ribbed stiffener, transverse stiffener, longitudinal stiffener, weldquality should pass through 100% weld seam detection between all plates.It is described huge
The welding surface Edge Distance that concrete-filled steel square tubular column (2) and huge round steel pipe diagonal brace (3-1,3-2) are formed should be less than huge round steel
Pipe concrete batter post (1-1,1-2) forms welding surface Edge Distance, in order to welding.
Technical solution provided by the utility model embodiment is described in detail above, it is used herein specifically
A example is expounded the principle and embodiment of the utility model embodiment, and the explanation of above embodiments is only applicable to help
The principle of assistant's solution embodiment of the present invention；Those of ordinary skill in the art, embodiment according to the present utility model are having simultaneously
There will be changes in body embodiment and application range, in conclusion the content of the present specification should not be construed as to this hair
Bright limitation.
Claims (10)
1. a kind of super-high building structure huge concrete filled steel tube batter post and huge concrete-filled steel square tubular column connecting node knot
Structure, characterized by comprising:
Huge concrete filled steel tube batter post (1-1,1-2) is located at super-high building structure bottom, lower end and main structure body phase
Even, the stiffness and strength of huge concrete filled steel tube batter post (1-1,1-2) are big, huge concrete filled steel tube batter post (1-1,1-2)
It is integrated in space intersection；
Huge concrete-filled steel square tubular column (2), be located at huge concrete filled steel tube batter post (1-1,1-2) formed transformational structure it
On, huge concrete-filled steel square tubular column (2) and huge concrete filled steel tube batter post (1-1,1-2) are affixed in space intersection；
The huge round steel pipe diagonal brace side (3-1,3-2) and huge concrete filled steel tube batter post (1-1,1-2) it is affixed, side with it is huge
Concrete-filled steel square tubular column (2) is affixed；
2. super-high building structure according to claim 1 huge concrete filled steel tube batter post and huge square steel tube coagulation
Earth pillar connecting joint structure, it is characterised in that: the huge concrete filled steel tube batter post (1-1,1-2) and the huge square steel tube
Full concrete is filled inside concrete column (2), two huge concrete filled steel tube batter posts (1-1,1-2) are crossed to form conversion
Structure, the huge concrete filled steel tube batter post (1-1,1-2) and the huge concrete-filled steel square tubular column (2) are huge with two
Round steel pipe diagonal brace (3-1,3-2) is affixed, and the affixed point of formation includes that at least two girder steels (4), the girder steel is fixed in huge circle
Steel pipe batter post (1-1,1-2) formation.
3. super-high building structure according to claim 2 huge concrete filled steel tube batter post and huge square steel tube coagulation
Earth pillar connecting joint structure, it is characterised in that: the huge concrete filled steel tube batter post (1-1,1-2) forms the conversion of " people " font
Structure, the angle being formed by between plane and horizontal plane are 60 ° -90 °, two huge concrete filled steel tube batter post (1-
1,1-2) angle formed between is 45 ° -90 °.
4. super-high building structure according to claim 3 huge concrete filled steel tube batter post and huge square steel tube coagulation
Earth pillar connecting joint structure, it is characterised in that: the section of the huge round steel pipe diagonal brace (3-1,3-2) can be round steel pipe or square steel
Pipe, the angle between the plane that the huge concrete filled steel tube diagonal brace (3-1,3-2) is formed and horizontal plane are 60 ° -90 °, two
The angle formed between huge round steel pipe diagonal brace (3-1,3-2) described in root is 45 ° -90 °.
5. super-high building structure according to claim 4 huge concrete filled steel tube batter post and huge square steel tube coagulation
Earth pillar connecting joint structure, it is characterised in that: the plane that the huge concrete filled steel tube batter post (1-1,1-2) is formed with it is described
The angle between plane that huge round steel pipe diagonal brace (3-1,3-2) is formed is 150 ° -180 °.
6. super-high building structure according to claim 5 huge concrete filled steel tube batter post and huge square steel tube coagulation
Earth pillar connecting joint structure, it is characterised in that: the angle between the huge concrete-filled steel square tubular column (2) and horizontal plane is 60 °-
90°。
7. super-high building structure according to claim 6 huge concrete filled steel tube batter post and huge square steel tube coagulation
Earth pillar connecting joint structure, it is characterised in that: within the scope of huge concrete filled steel tube batter post (1-1,1-2) the intersection 200mm
Circumferential ribbed stiffener is set, and the huge concrete-filled steel square tubular column (2) and the huge round steel pipe diagonal brace (3-1,3-2) are intersected
Circumferential ribbed stiffener or transverse stiffener are respectively set in 200mm.
8. super-high building structure according to claim 7 huge concrete filled steel tube batter post and huge square steel tube coagulation
Earth pillar connecting joint structure, it is characterised in that: the huge concrete filled steel tube batter post (1-1,1-2), huge square steel tube coagulation
It is respectively provided with longitudinal stiffener in earth pillar (2) and huge round steel pipe diagonal brace (3-1,3-2), length range is put more energy into not less than circumferential direction
The distance between rib.
9. super-high building structure according to claim 1 huge concrete filled steel tube batter post and huge square steel tube coagulation
Earth pillar connecting joint structure, it is characterised in that: the huge concrete filled steel tube batter post (1-1,1-2), huge square steel tube coagulation
Earth pillar (2), huge round steel pipe diagonal brace (3-1,3-2), and circumferential ribbed stiffener, transverse stiffener, longitudinal stiffener, all plates
Between weldquality should pass through 100% weld seam detection.
10. the huge concrete filled steel tube batter post of super-high building structure according to claim 1 and huge square steel tube are mixed
Solidifying earth pillar connecting joint structure, it is characterised in that: the huge concrete-filled steel square tubular column (2) and the huge round steel pipe diagonal brace
The welding surface Edge Distance that (3-1,3-2) is formed should be less than the huge concrete filled steel tube batter post (1-1,1-2) and form welding
Face Edge Distance, in order to welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820622438.7U CN208363297U (en) | 2018-04-27 | 2018-04-27 | Huge concrete filled steel tube batter post and concrete-filled steel square tubular column connecting joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820622438.7U CN208363297U (en) | 2018-04-27 | 2018-04-27 | Huge concrete filled steel tube batter post and concrete-filled steel square tubular column connecting joint structure |
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|---|---|
| CN208363297U true CN208363297U (en) | 2019-01-11 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700422A (en) * | 2019-09-11 | 2020-01-17 | 浙江省建筑设计研究院 | DK type space intersection node formed by welding box type steel pipes and application |
| CN111241737A (en) * | 2020-01-16 | 2020-06-05 | 中国中元国际工程有限公司 | Node analysis and control rod piece determination method based on relative displacement |
-
2018
- 2018-04-27 CN CN201820622438.7U patent/CN208363297U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700422A (en) * | 2019-09-11 | 2020-01-17 | 浙江省建筑设计研究院 | DK type space intersection node formed by welding box type steel pipes and application |
| CN111241737A (en) * | 2020-01-16 | 2020-06-05 | 中国中元国际工程有限公司 | Node analysis and control rod piece determination method based on relative displacement |
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