CN206800651U - A kind of side plate connects support node - Google Patents
A kind of side plate connects support node Download PDFInfo
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- CN206800651U CN206800651U CN201720434848.4U CN201720434848U CN206800651U CN 206800651 U CN206800651 U CN 206800651U CN 201720434848 U CN201720434848 U CN 201720434848U CN 206800651 U CN206800651 U CN 206800651U
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- side plate
- steel
- girder steel
- girder
- support
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Abstract
The utility model discloses a kind of side plate to connect support node, including multi-cavity steel tube concrete coupled column, and the first girder steel and the second girder steel that pallets level is fixed on the multi-cavity steel tube concrete coupled column both sides are congratulated by two blocks of side plates, cover plate, along the inclined angle insertion support in the top of second girder steel, support forms side plate connect band support bean column node with the first girder steel and the second girder steel and multi-cavity steel tube concrete coupled column.Whole node assembling degree is high, and band side plate steel column, the support of girder steel body are prefabricated in the factory, and in-site installation need to only position assembling, avoid scene because of installation question caused by mounting distance and fabrication error.
Description
【Technical field】
The utility model belongs to technical field of structural engineering, and in particular to a kind of side plate connects support node.
【Background technology】
With the development and growth in the living standard of society, people to the usable floor area and cosmetic requirements of house increasingly
It is high.Traditional circle or Concrete Filled Square Steel Tubes post, generally can not be surrounded by wall completely, and pillar is greatly prominent
House interior, take certain interior space so that furnishings and room arrangement are by a definite limitation.
Research shows that the concrete-filled rectangular steel tube coupled column of general type, constraint of the steel pipe to core concrete is only limitted to
Angle point, weaker on periphery, bearing capacity is relatively low, and conventional node can increase should to the end of multi-cavity steel tube concrete coupled column
Power.
【Utility model content】
Technical problem to be solved in the utility model is to be directed to above-mentioned deficiency of the prior art, there is provided one kind construction
Simply, cheap side plate connect band support bean column node.Delay or avoid due to structure caused by steel pipe wallboard local buckling
The reduction of part rigidity bearing capacity and ductility, give full play to the performance of material.Overall structure meets " strong column and weak beam, the strong weak structure of node
The design principle of part ", node possess multiple tracks and provided fortification against earthquakes line, possess necessary intensity, good deformability and energy dissipation capacity.
The utility model uses following technical scheme：
A kind of side plate connects support node, including multi-cavity steel tube concrete coupled column, and passes through two blocks of side plates, cover plate and support
Plate level is fixed on the first girder steel and the second girder steel of the multi-cavity steel tube concrete coupled column both sides, along second girder steel
The inclined angle insertion support in top, support form side with the first girder steel and the second girder steel and multi-cavity steel tube concrete coupled column
Plate connect band supports bean column node, and the side plate is the rectangular slab provided with prominent inclined-plane, and the inclined-plane is located at the Multi-cavity steel
Above the linkage section of pipe concrete coupled column and the second girder steel.
Further, the support is square tube, and one end is provided with connecting plate in both sides up and down, for being connected with the side plate,
The support is retained as 30 ° of inclinations angle.
Further, it is described to support and connected up and down between the connecting plate and the side plate using welding manner.
Further, first girder steel and the second girder steel are H profile steel, are set between the section steel flange of the H profile steel end
Two pieces of ribbed stiffeners are equipped with, two pieces of ribbed stiffeners are connected with along the H profile steel web both sides on the inside of the ribbed stiffener, in the H profile steel
Welded cover plate and supporting plate on the outside of lower flange.
Further, second girder steel is provided with the through hole corresponding with clamping plate bolt hole, and second girder steel passes through
The clamping plate is connected with the 3rd girder steel.
Further, second girder steel, clamping plate and the 3rd girder steel are bolted.
Further, the width of the cover plate and supporting plate is more than the width of lower flange in the H profile steel.
Further, the ribbed stiffener is fixed on the web both sides of the H profile steel.
Further, the side plate is higher by flange of beam 10mm.
Compared with prior art, the utility model at least has the advantages that：
(1) after multi-cavity steel tube concrete coupled column and two blocks of side plates connect, the left and right sides passes through cover plate and supporting plate water respectively
Flat the first girder steel and the second girder steel for being fixed on multi-cavity steel tube concrete coupled column both sides, along the inclined angle in the top of the second girder steel
Degree insertion support, support form side plate connect band with the first girder steel and the second girder steel and multi-cavity steel tube concrete coupled column and supported
Bean column node, whole node assembling degree is high, and band side plate steel column, the support of girder steel body are prefabricated in the factory, and in-site installation only needs
Positioning assembling, scene is avoided because of installation question caused by mounting distance and fabrication error.
(2) side plate corner cut, make side plate Path of Force Transfer clearer and more definite, while save steel, improve economic benefit, side plate is higher by Liang Yi
Edge 10mm, reserve welding distance.
(3) side plate is connected with support and connecting plate using welding manner, the edge constraint as whole steel core concrete column
Component, connection is reliable, has good energy-dissipating property.
(4) first girder steels and the second girder steel are H profile steel, and two pieces of ribbed stiffeners are provided between the section steel flange of H profile steel end,
Two pieces of ribbed stiffeners are connected with along the H profile steel web both sides on the inside of ribbed stiffener, welded cover plate and support on the outside of lower flange in H profile steel
Plate, the second girder steel are connected by clamping plate with the 3rd girder steel, improve the bearing capacity and ductility of component.The structure site operation side
Just, multi-cavity steel tube concrete coupled column is not damaged, and material saving is laborsaving.
Below by drawings and examples, the technical solution of the utility model is described in further detail.
【Brief description of the drawings】
Fig. 1 is a kind of the utility model band connection diagram of side plate multi-cavity steel tube concrete coupled column；
Fig. 2 is a kind of connection diagram of the utility model girder steel body；
Fig. 3 is another connection diagram of the utility model girder steel body；
Fig. 4 is the third connection diagram of the utility model girder steel body；
Fig. 5 is the bean column node schematic diagram of the utility model band support；
Fig. 6 is the bean column node sectional view of the utility model band support.
Wherein：1. multi-cavity steel tube concrete coupled column；2. side plate；3. the first girder steel；4. the second girder steel；5. cover plate；6. support
Plate；7. ribbed stiffener；8. bolt；9. connecting plate；10. connecting plate supports；11. the 3rd girder steel；12. clamping plate.
【Embodiment】
In description of the present utility model, it is to be understood that term " on ", " under ", "front", "rear", " bottom ", " interior " etc.
The orientation or position relationship of instruction are based on orientation shown in the drawings or position relationship, are for only for ease of description the utility model
Described with simplifying, rather than the device or element of instruction or hint meaning there must be specific orientation, with specific orientation structure
Make and operate, therefore it is not intended that to limitation of the present utility model.In addition, term " first ", " second " are only used for describing mesh
, and it is not intended that instruction or hint relative importance or the implicit quantity for indicating indicated technical characteristic.Thus, limit
Surely there is " first ", one or more this feature can be expressed or be implicitly included to the feature of " second ".It is new in this practicality
In the description of type, unless otherwise indicated, " multiple " are meant that two or more.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in description of the present utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly
Connection；Can be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
Concrete meaning of the language in the utility model.
Refer to shown in Fig. 6, the utility model discloses a kind of side plate to connect support node, including multi-cavity steel tube concrete
Coupled column 1, and the both sides of multi-cavity steel tube concrete coupled column 1 are horizontally fixed on by two blocks of side plates 2, cover plate 4 and supporting plate 5
The first girder steel 3 and the second girder steel 4, along the inclined angle in the top of second girder steel 4 insertion support 10, support 10 and first
The girder steel 4 of girder steel 3 and second and multi-cavity steel tube concrete coupled column 1 form side plate connect band support bean column node.
Refer to shown in Fig. 1, side plate 2 is the rectangular slab provided with prominent inclined-plane, and the inclined-plane is located at the multi-cavity steel tube
Above the linkage section of the girder steel 4 of concrete combination column 1 and second, the side plate 2 is higher by flange of beam 10mm.Side plate 2 and multi-cavity steel tube
Concrete combination column 1 carries out factory's welding, forms the multi-cavity steel tube concrete post with side plate.
Refer to shown in Fig. 2 to Fig. 5, the support 10 be square tube, and the upper and lower both sides in one end are provided with connecting plate 9, for
The side plate 2 is connected, and the support 10 is retained as into 30 ° of inclinations angle.First girder steel 3 and the second girder steel 4 are H profile steel, in the H
Two pieces of ribbed stiffeners 7 are provided between the section steel flange of shaped steel end, are connected with along the H profile steel web both sides of the inner side of ribbed stiffener 7
Two pieces of ribbed stiffeners 7, welded cover plate 5 and supporting plate 6 on the outside of lower flange in the H profile steel.Second girder steel 4 is provided with and the spiral shell of clamping plate 13
The corresponding through hole of keyhole, second girder steel 4 are connected by the clamping plate 12 with the 3rd girder steel 11.Ultimately form with support
Bean column node.
The width of the cover plate 5 and supporting plate 6 is more than the width of lower flange in the H profile steel.The ribbed stiffener 7 is fixed on institute
State the web both sides of H shaped steel.
First girder steel 3 and the second girder steel 4 are welded as shown in Fig. 2 forming steel with cover plate 5 and supporting plate 6 and ribbed stiffener 7
Beam body.Girder steel body is welded to connect with side plate 2, as shown in Figure 3.
3rd girder steel 11 is connected with girder steel body by bolt 8 and clamping plate 13, and edge of a wing groove welding is welded, as shown in Figure 3.
Connecting plate 9 and support 10 carry out factory's welding, then as shown in Figure 4 with the Site Welding of side plate 2, assembling process.
Claims (9)
1. a kind of side plate connects support node, it is characterised in that：Including multi-cavity steel tube concrete coupled column (1), and pass through two pieces
Side plate (2), cover plate (5) and supporting plate (6) are horizontally fixed on the first girder steel of multi-cavity steel tube concrete coupled column (1) both sides
(3) and the second girder steel (4), along the inclined angle insertion support (10) in the top of second girder steel (4), support (10) and first
Girder steel (3) and the second girder steel (4) and multi-cavity steel tube concrete coupled column (1) form side plate connect band support bean column node, institute
It is the rectangular slab provided with prominent inclined-plane to state side plate (2), and the inclined-plane is located at the multi-cavity steel tube concrete coupled column (1) and the
Above the linkage section of two girder steels (4).
A kind of 2. side plate connection support node according to claim 1, it is characterised in that the support (10) is square tube,
One end is provided with connecting plate (9) in both sides up and down, and for being connected with the side plate (2), the support (10) is retained as into 30 ° of inclinations
Angle.
A kind of 3. side plate connection support node according to claim 2, it is characterised in that：The support (10) and upper and lower institute
State and connected between connecting plate (9) and the side plate (2) using welding manner.
A kind of 4. side plate connection support node according to claim 1, it is characterised in that：First girder steel (3) and
Two girder steels (4) are H profile steel, two pieces of ribbed stiffeners (7) are provided between the section steel flange of the H profile steel end, along the ribbed stiffener
(7) the H profile steel web both sides on the inside of are connected with two pieces of ribbed stiffeners (7), welded cover plate (5) on the outside of lower flange in the H profile steel
With supporting plate (6).
A kind of 5. side plate connection support node according to claim 4, it is characterised in that：Set on second girder steel (4)
There is the through hole corresponding with clamping plate (12) bolt hole, second girder steel (4) passes through the clamping plate (12) and the 3rd girder steel (11)
Connection.
A kind of 6. side plate connection support node according to claim 5, it is characterised in that：Second girder steel (4), clamping plate
(12) connected with the 3rd girder steel (11) by bolt (8).
A kind of 7. side plate connection support node according to claim 5, it is characterised in that：The cover plate (5) and supporting plate (6)
Width be more than the H profile steel on lower flange width.
A kind of 8. side plate connection support node according to claim 5, it is characterised in that：The ribbed stiffener (7) is fixed on
The web both sides of the H profile steel.
A kind of 9. side plate connection support node according to claim 1, it is characterised in that：The side plate (2) is higher by Liang Yi
Edge 10mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720434848.4U CN206800651U (en) | 2017-04-24 | 2017-04-24 | A kind of side plate connects support node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720434848.4U CN206800651U (en) | 2017-04-24 | 2017-04-24 | A kind of side plate connects support node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206800651U true CN206800651U (en) | 2017-12-26 |
Family
ID=60732246
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720434848.4U Active CN206800651U (en) | 2017-04-24 | 2017-04-24 | A kind of side plate connects support node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206800651U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322406A (en) * | 2018-10-30 | 2019-02-12 | 中国中元国际工程有限公司 | A kind of huge concrete filled steel tube batter post and transfer truss node structure |
| 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 |
-
2017
- 2017-04-24 CN CN201720434848.4U patent/CN206800651U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322406A (en) * | 2018-10-30 | 2019-02-12 | 中国中元国际工程有限公司 | A kind of huge concrete filled steel tube batter post and transfer truss node structure |
| CN109322406B (en) * | 2018-10-30 | 2024-04-26 | 中国中元国际工程有限公司 | Huge steel pipe concrete batter post and bracing conversion node structure |
| 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 |
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| GR01 | Patent grant |