CN206477433U - A kind of steel core concrete column and girder steel, steel diagonal brace connecting node - Google Patents
A kind of steel core concrete column and girder steel, steel diagonal brace connecting node Download PDFInfo
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- CN206477433U CN206477433U CN201621442450.7U CN201621442450U CN206477433U CN 206477433 U CN206477433 U CN 206477433U CN 201621442450 U CN201621442450 U CN 201621442450U CN 206477433 U CN206477433 U CN 206477433U
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Abstract
The utility model is applied to Concrete Filled Square Steel Tubular technical field, and there is provided a kind of steel core concrete column and girder steel, steel diagonal brace connecting node, including hollow framework steel core concrete column, horizontal frame girder steel and diagonal brace.The Single port of horizontal frame girder steel is welded in the side of framework steel core concrete column, and the Single port of diagonal brace is welded in the intersection location of framework steel core concrete column and horizontal frame girder steel.Diagonal brace top flange is welded with framework steel core concrete column, and lower flange is welded with horizontal frame girder steel.It is welded with the inwall of framework steel core concrete column between horizontal baffle, two pieces of horizontal baffles and is welded with vertical baffle；Horizontal baffle and vertical baffle offer through hole.Connecting node of the present utility model, construction arrangement is simple in structure design, and component is easy to process, and the reasonable stress between component is effective, with effective stress bang path.The horizontal baffle arrangement simplified during cast in situs punches with rational vertical baffle constructs the pouring quality for being more conducive to ensure concrete.
Description
Technical field
The utility model belongs to Concrete Filled Square Steel Tubular technical field, more particularly to a kind of steel core concrete column and steel
Beam, steel diagonal brace connecting node.
Background technology
Concrete Filled Square Steel Tubular as a kind of new composite structure, with anti-side rigidity is good, sectional dimension is small and compared with
The joint form of circular steel tube concrete post is simple, architectural composition is flexible, cross sectional moment of inertia is big, stability is good, easy construction,
The advantages of fire prevention measure is easy, makes to have obtained in its many at home and abroad, high-rise steel structure house and high level, super-high building structure
Increasingly it is widely applied.However, the subject matter of restriction Concrete Filled Square Steel Tubular popularization and application at present is mixed to square steel tube
The research of solidifying earth pillar-steel beam joint construction, inquires into reasonable, effective joint structure scheme, with highly important theory significance
And application value.
When horizontal member is girder steel, the way in pure steel structure can be used in rectangular steel tube with concrete infilled.At present,
The linked vector graph of four kinds of rectangular steel-tube concrete columns and girder steel is recommended in code：
1st, band short beam internal partition formula connection.Dividing plate, the short girder steel of column outer wall prewelding are set in rectangular steel pipe；Steel beam flange and post side
Default short girder steel butt welding connection, the web of girder steel and the web double plate bolt connection of the short girder steel of prewelding.
2nd, overhanging internal partition formula connection.Dividing plate is set in rectangular steel pipe, dividing plate passes through post jamb, and steel pipe welding is on dividing plate；Girder steel
Web uses high-strength bolt friction-type connection with post steel pipe walls by connecting plate；Steel beam flange is welded with overhanging internal partition.
3rd, external partition formula is connected.Steel beam web plate uses high-strength bolt friction-type connection with default connector outside post；Post
The horizontal external partition of peripheral hardware, steel beam flange is welded to connect with external partition.
4th, internal partition formula is connected.Steel beam web plate uses high-strength bolt friction-type connection with post steel pipe walls by connecting plate；
Dividing plate is set in rectangular steel-tube concrete column, steel beam flange is welded with post steel pipe walls.
Four kinds of connected modes of summary, it is seen then that the steel tube concrete without diagonal brace in frame structure is only gived in code
The simple connecting node of earth pillar and girder steel, does not there is the section for providing and having diagonal brace to intersect at beam column complex situations in frame-brace structure
Point construction.If according to the dividing plate in the increase steel core concrete column of the make machinery of code connecting node, to connect tiltedly
Support, the make of second and third above-mentioned kind can cause the exposed influence architectural effect of dividing plate, and first and the 4th kind of construction
Mode can cause internal partition excessively to influence the pouring quality of steel pipe column interior concrete.Due to diagonal brace in frame-brace structure system
It is that, by axle power component, the tension and compression of diagonal brace need to consider the web for setting vertical baffle to align diagonal brace rationally to transmit oblique compared to beam
The axle power of support, but set vertical dividing plate that intra-node construction can be caused more complicated, and will can separate inside steel tubular column joints
Into interior storehouse two small, make the perfusion of concrete more difficult.
Node is the pith of overall structure composition, is the bridge cooperated between component.Current structure design
Specification only gives computational methods and detailing requiments to typical steel pipe concrete column-steel beam node, and in high-rise steel structure
Widely used steel core concrete column not yet provides clear and definite tectonic sieving with girder steel, the connecting node of steel diagonal brace and provided, so that
It result in that some engineering interior joints construction is complicated, steel using amount is big, processing and manufacturing difficulty is high, and therefore cause Pipe Welding Quality again
The vicious circle being difficult to ensure that with interior filling concrete pouring quality.
For case above, design a kind of construction directly, effectively, with higher bearing capacity and preferable plastic deformability
The reasonable node that the steel core concrete column of energy is connected with girder steel, bracing members is particularly necessary.
Utility model content
Technical problem to be solved in the utility model is that provide a kind of steel core concrete column is connected with girder steel, steel diagonal brace
Node, it is intended to which the connecting node construction that solves steel core concrete column of the prior art and girder steel, steel diagonal brace is complicated, steel using amount is big
And processing and manufacturing difficulty it is high the problem of.
The utility model embodiment provides a kind of steel core concrete column and girder steel, steel diagonal brace connecting node, including hollow
Framework steel core concrete column, horizontal frame girder steel, diagonal brace, horizontal baffle and vertical baffle；The horizontal frame girder steel
Single port is welded on the side of the framework steel core concrete column, and the Single port of the diagonal brace is welded in the framework steel pipe and mixed
The intersection location of solidifying earth pillar and horizontal frame girder steel, wherein, top flange and the framework steel core concrete column of diagonal brace are welded, its bottom wing
Edge is welded with horizontal frame girder steel；On the inwall of the framework steel core concrete column correspond to horizontal frame girder steel top flange and
The position of lower flange, which is respectively welded on the horizontal baffle described in one piece, the inwall of the framework steel core concrete column, corresponds to diagonal brace
Also weld and welded between the horizontal baffle described in one piece, two pieces of neighbouring horizontal baffles described in one piece in the position of top flange
Vertical baffle；The horizontal baffle and vertical baffle offer through hole.
Further, the diagonal brace includes one section of vertical connecting portion and one section of oblique connecting portion, the vertical connecting portion
A vertical side welded with the framework steel core concrete column, its bottom surface is welded with the horizontal frame girder steel；It is described oblique
Connecting portion favours horizontal plane setting, and its bottom and the top of the vertical connecting portion are welded, the upper limb of the oblique connecting portion
Edge is welded with the framework steel core concrete column.
Further, the horizontal frame girder steel is fixed corresponding to another perpendicular sideways position of the vertical connecting portion
There is vertical stiffener.
Further, the top flange of the horizontal frame girder steel and the lower flange of a diagonal brace are welded, the horizontal frame steel
The lower flange of beam and the top flange of another diagonal brace are welded.
Further, welding position and horizontal frame of the horizontal frame girder steel top flange with top diagonal brace lower flange
Correspond in the welding position vertical non-alignment of girder steel lower flange and lower section diagonal brace top flange, and the horizontal frame girder steel described
Two welding positions be fixed with vertical stiffener.
Further, the vertical baffle offers through hole at it with the position that the horizontal baffle intersects.
Further, the horizontal baffle is separated into two regions, also, each described region by the vertical baffle
On offer through hole.
Compared with prior art, beneficial effect is the utility model：Steel core concrete column of the present utility model and girder steel,
Steel diagonal brace connecting node, it is simple that it constructs arrangement in structure design, is conducive to the processing and fabricating of component, while between component by
Power is rationally effective, and the horizontal baffle and vertical baffle in node have effective stress bang path；And component processing and
This structural form outward appearance is clean and tidy on site operation, and the construction and decoration in later stage, horizontal baffle and framework concrete filled steel tube are not influenceed
The wallboard butt welding of post, its beam column is welded to connect the conventional rigid type of attachment for belonging to steel frame, and manufacture is installed more square
Just.The horizontal baffle simplified during cast in situs in framework steel core concrete column is arranged and rational vertical baffle punches, and construction is more normal
Rule multiple-layer horizontal dividing plate and the pouring quality for being more conducive to ensure concrete without the vertical baffle joint form punched.
Brief description of the drawings
One or more embodiments are illustrative by the picture in corresponding accompanying drawing, these exemplary theorys
The element with same reference numbers label is expressed as similar element in the bright restriction not constituted to embodiment, accompanying drawing, removes
Composition is not limited the non-figure having in special statement, accompanying drawing.
Fig. 1 is a kind of steel core concrete column and girder steel, steel diagonal brace connecting node that the utility model embodiment one is provided
Dimensional structure diagram；
Fig. 2 is the dimensional structure diagram after the connecting node connection integrated steel-structure shown in Fig. 1；
Fig. 3 is a kind of steel core concrete column and girder steel, steel diagonal brace connecting node that the utility model embodiment two is provided
Dimensional structure diagram；
Fig. 4 is the dimensional structure diagram after the connecting node connection integrated steel-structure shown in Fig. 3.
Embodiment
In order that technical problem to be solved in the utility model, technical scheme and beneficial effect are more clearly understood, with
Lower combination drawings and Examples, the utility model is further elaborated.It should be appreciated that specific reality described herein
Example is applied only to explain the utility model, is not used to limit the utility model.
As shown in Figures 1 and 2, it is a preferred embodiment of the present utility model, a kind of steel core concrete column and girder steel, steel are oblique
Support connecting node, including hollow framework steel core concrete column 1, horizontal frame girder steel 2, diagonal brace 3, horizontal baffle 4, vertical baffle
5 and vertical stiffener 6.
The Single port of horizontal frame girder steel 2 is welded on the side of framework steel core concrete column 1, the Single port weldering of diagonal brace 3
It is connected to the intersection location of framework steel core concrete column 1 and horizontal frame girder steel 2.Wherein, the top flange 31 of diagonal brace 3 and framework steel pipe
Concrete column 1 is welded, and its lower flange 32 is welded with horizontal frame girder steel 2.Correspond to water on the inwall of framework steel core concrete column 1
One piece of horizontal baffle 4, framework steel core concrete column 1 is respectively welded in the position of the top flange 21 of flat frame girder steel 2 and lower flange 22
Inwall on correspond to the top flange 31 of diagonal brace 3 position also weld one piece of horizontal baffle 4.
One piece of vertical baffle 5 is welded between two pieces of neighbouring horizontal baffles 4, vertical baffle 5 separates horizontal baffle 4
Through hole 41 is offered into two regions, also, on each region；Vertical baffle 5 is opened at it with the position that horizontal baffle 4 intersects
Provided with through hole 51.In the present embodiment, the shape of through holes of vertical baffle 5 and horizontal baffle 4 is not limited, it is preferable that vertical baffle 5
Through hole 51 can be arranged to semicircle.By the way that in both intersection perforates, concrete can be made in the left and right two of vertical baffle 5
Side is flowed, beneficial to filling concrete.
Specifically, the diagonal brace of the present embodiment is humanoid diagonal brace 3, and it includes one section of vertical connecting portion 33 and one section of oblique company
Socket part 34.One vertical side of vertical connecting portion 33 is welded with framework steel core concrete column 1, its bottom surface and horizontal frame girder steel 2
Welding.Oblique connecting portion 34 favours horizontal plane setting, and its bottom and the top of vertical connecting portion 33 are welded, oblique connecting portion 33
Top flange 31 welded with framework steel core concrete column 1.In order to strengthen the steadiness of intra-node structure, horizontal frame girder steel 2
Vertical stiffener 6 is fixed with corresponding to another perpendicular sideways position of vertical connecting portion 22.
The steel core concrete column of the present embodiment and girder steel, steel diagonal brace connecting node, it constructs arrangement letter in structure design
It is single, be conducive to the processing and fabricating of component, while the reasonable stress between component is effectively, horizontal baffle 4 in node and it is vertical every
Plate 5 has effective stress bang path；And this structural form outward appearance is clean and tidy in component processing and site operation, does not influence
The construction and decoration in later stage, the wallboard butt welding of horizontal baffle 4 and framework steel core concrete column 1, its beam column, which is welded to connect, to be belonged to
The conventional rigid type of attachment of steel frame, manufacture is installed more convenient.Simplified during cast in situs in framework steel core concrete column
The arrangement of horizontal baffle 4 and rational vertical baffle 5 punch the more conventional multiple-layer horizontal dividing plate of construction with without the vertical baffle punched
Joint form is more conducive to ensure the pouring quality of concrete.
Fig. 3 and Fig. 4 is referred to, is embodiment two of the present utility model, is present embodiments provided a kind of with X-shaped diagonal brace
Steel core concrete column and girder steel, steel diagonal brace connecting node, including hollow framework steel core concrete column 1, horizontal frame girder steel 2,
Diagonal brace 3, horizontal baffle 4, vertical baffle 5 and vertical stiffener 6.The present embodiment in addition to herein below, other guide with reality
Apply example one identical：
The top flange 21 of above-mentioned horizontal frame girder steel 2 and the lower flange 32 of a diagonal brace 3 are welded, under horizontal frame girder steel 2
The edge of a wing 22 and the top flange 31 of another diagonal brace 3 are welded.
Under the top flange 21 of horizontal frame girder steel 2 and the welding position of the lower flange 32 of top diagonal brace 3 and horizontal frame girder steel 2
Correspond to two welding in the welding position vertical non-alignment on the edge of a wing 22 and the top flange 31 of lower section diagonal brace 3, and horizontal frame girder steel 2
Position is fixed with vertical stiffener 6.
The steel core concrete column of the present embodiment and girder steel, steel diagonal brace connecting node, it constructs arrangement letter in structure design
It is single, be conducive to the processing and fabricating of component, while the reasonable stress between component is effectively, horizontal baffle 4 in node and it is vertical every
Plate 5 has effective stress bang path；And this structural form outward appearance is clean and tidy in component processing and site operation, does not influence
The construction and decoration in later stage, the wallboard butt welding of horizontal baffle 4 and framework steel core concrete column 1, its beam column, which is welded to connect, to be belonged to
The conventional rigid type of attachment of steel frame, manufacture is installed more convenient.Simplified during cast in situs in framework steel core concrete column
The arrangement of horizontal baffle 4 and rational vertical baffle 5 punch the more conventional multiple-layer horizontal dividing plate of construction with without the vertical baffle punched
Joint form is more conducive to ensure the pouring quality of concrete.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Any modifications, equivalent substitutions and improvements made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (7)
1. a kind of steel core concrete column and girder steel, steel diagonal brace connecting node, it is characterised in that including hollow framework steel tube concrete
Earth pillar, horizontal frame girder steel, diagonal brace, horizontal baffle and vertical baffle；The Single port of the horizontal frame girder steel is welded in institute
On the side for stating framework steel core concrete column, the Single port of the diagonal brace is welded in the framework steel core concrete column and horizontal pane
The intersection location of frame girder steel, wherein, top flange and the framework steel core concrete column of diagonal brace are welded, its lower flange and horizontal frame steel
Beam is welded；Correspond to the position point of horizontal frame girder steel top flange and lower flange on the inwall of the framework steel core concrete column
Correspond to the position of diagonal brace top flange also on horizontal baffle that Han Jie be described in one piece, the inwall of the framework steel core concrete column
Vertical baffle between horizontal baffle described in one piece of welding, two pieces of neighbouring horizontal baffles described in one piece of welding；It is described
Horizontal baffle and vertical baffle offer through hole.
2. steel core concrete column as claimed in claim 1 and girder steel, steel diagonal brace connecting node, it is characterised in that the diagonal brace
Including one section of vertical connecting portion and one section of oblique connecting portion, a vertical side of the vertical connecting portion and the framework steel pipe
Concrete column is welded, and its bottom surface is welded with the horizontal frame girder steel；The oblique connecting portion favours horizontal plane setting, its bottom
Portion and the top of the vertical connecting portion are welded, and the top flange of the oblique connecting portion is welded with the framework steel core concrete column
Connect.
3. steel core concrete column as claimed in claim 2 and girder steel, steel diagonal brace connecting node, it is characterised in that the level
Another perpendicular sideways position that framework girder steel corresponds to the vertical connecting portion is fixed with vertical stiffener.
4. steel core concrete column as claimed in claim 1 and girder steel, steel diagonal brace connecting node, it is characterised in that the level
The top flange of framework girder steel and the lower flange of a diagonal brace are welded, the lower flange of the horizontal frame girder steel and the upper limb of another diagonal brace
Edge is welded.
5. steel core concrete column as claimed in claim 4 and girder steel, steel diagonal brace connecting node, it is characterised in that the level
Welding position and horizontal frame girder steel lower flange and lower section diagonal brace upper limb of the framework girder steel top flange with top diagonal brace lower flange
It is fixed with vertically corresponding to two described welding positions in the welding position vertical non-alignment of edge, and the horizontal frame girder steel
Stiffener.
6. steel core concrete column and girder steel, steel diagonal brace connecting node, its feature as described in any one in claim 1 to 5
It is, the vertical baffle offers through hole at it with the position that the horizontal baffle intersects.
7. steel core concrete column and girder steel, steel diagonal brace connecting node, its feature as described in any one in claim 1 to 5
It is, the horizontal baffle is separated into two regions by the vertical baffle, also, is offered on each described region logical
Hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621442450.7U CN206477433U (en) | 2016-12-26 | 2016-12-26 | A kind of steel core concrete column and girder steel, steel diagonal brace connecting node |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621442450.7U CN206477433U (en) | 2016-12-26 | 2016-12-26 | A kind of steel core concrete column and girder steel, steel diagonal brace connecting node |
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| CN206477433U true CN206477433U (en) | 2017-09-08 |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107806178A (en) * | 2017-09-27 | 2018-03-16 | 深圳华森建筑与工程设计顾问有限公司 | The node structure of multi-joint limb steel member |
| CN108487047A (en) * | 2018-03-28 | 2018-09-04 | 东南大学 | A kind of rigid connection form of clad steel case-Combined concrete pier stud and steel box-girder |
| CN108915083A (en) * | 2018-07-06 | 2018-11-30 | 重庆大学 | A kind of novel fabricated clod wash heavy wall structural steel frame-Bracing Systems |
| CN109339224A (en) * | 2018-12-05 | 2019-02-15 | 北京中外建建筑设计有限公司 | A kind of support node |
| CN109653441A (en) * | 2019-01-30 | 2019-04-19 | 沈阳建筑大学 | A kind of assembling frame structure stress system |
| CN109989524A (en) * | 2019-03-01 | 2019-07-09 | 西安建筑科技大学 | A kind of steel core concrete column and shear wall |
| CN111321894A (en) * | 2020-02-27 | 2020-06-23 | 广州市恒盛建设工程有限公司 | Assembly type construction method for parking and charging intensive complex with multi-layer steel frame structure |
| CN114351859A (en) * | 2022-01-28 | 2022-04-15 | 悉地国际设计顾问（深圳）有限公司 | Embedded steel braced frame conversion post connection structure and beam column connected node |
-
2016
- 2016-12-26 CN CN201621442450.7U patent/CN206477433U/en active Active
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107806178A (en) * | 2017-09-27 | 2018-03-16 | 深圳华森建筑与工程设计顾问有限公司 | The node structure of multi-joint limb steel member |
| CN107806178B (en) * | 2017-09-27 | 2023-11-17 | 深圳华森建筑与工程设计顾问有限公司 | Node structure of multi-joint steel member |
| CN108487047A (en) * | 2018-03-28 | 2018-09-04 | 东南大学 | A kind of rigid connection form of clad steel case-Combined concrete pier stud and steel box-girder |
| CN108487047B (en) * | 2018-03-28 | 2020-06-09 | 东南大学 | Rigid connection structure of double-layer steel box-concrete combined pier column and steel box girder |
| CN108915083A (en) * | 2018-07-06 | 2018-11-30 | 重庆大学 | A kind of novel fabricated clod wash heavy wall structural steel frame-Bracing Systems |
| CN109339224A (en) * | 2018-12-05 | 2019-02-15 | 北京中外建建筑设计有限公司 | A kind of support node |
| CN109653441A (en) * | 2019-01-30 | 2019-04-19 | 沈阳建筑大学 | A kind of assembling frame structure stress system |
| CN109989524A (en) * | 2019-03-01 | 2019-07-09 | 西安建筑科技大学 | A kind of steel core concrete column and shear wall |
| CN111321894A (en) * | 2020-02-27 | 2020-06-23 | 广州市恒盛建设工程有限公司 | Assembly type construction method for parking and charging intensive complex with multi-layer steel frame structure |
| CN114351859A (en) * | 2022-01-28 | 2022-04-15 | 悉地国际设计顾问（深圳）有限公司 | Embedded steel braced frame conversion post connection structure and beam column connected node |
| CN114351859B (en) * | 2022-01-28 | 2023-12-01 | 悉地国际设计顾问（深圳）有限公司 | Connection structure of embedded steel support frame conversion column and beam column connection node |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Steel core concrete column and girder steel, steel bracing connected node Effective date of registration: 20180129 Granted publication date: 20170908 Pledgee: Bank of Beijing Limited by Share Ltd. Shenzhen branch Pledgor: China Construction Steel Structure Corp.,Ltd. Registration number: 2018440020010 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| CP03 | Change of name, title or address |
Address after: 3801, 38 / F, Zhongjian science and engineering building, No. 3331, Weilan Coast Community Center Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Engineering Group Co.,Ltd. Address before: 518000 Guangdong city of Shenzhen province Futian District Che Kung Temple Binhe Tairan industry tipping 17 storey building No. 17A Patentee before: China Construction Steel Structure Corp.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20221207 Granted publication date: 20170908 Pledgee: Bank of Beijing Limited by Share Ltd. Shenzhen branch Pledgor: China Construction Steel Structure Corp.,Ltd. Registration number: 2018440020010 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right |