CN208202133U - A kind of connecting node of tubular pillar and not contour girder steel - Google Patents
A kind of connecting node of tubular pillar and not contour girder steel Download PDFInfo
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- CN208202133U CN208202133U CN201820618668.6U CN201820618668U CN208202133U CN 208202133 U CN208202133 U CN 208202133U CN 201820618668 U CN201820618668 U CN 201820618668U CN 208202133 U CN208202133 U CN 208202133U
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Abstract
The utility model discloses the connecting nodes of a kind of tubular pillar and not contour girder steel, including tubular pillar, H profile steel beam A and H profile steel beam B, the depth of section of H profile steel beam A is greater than the depth of section of H profile steel beam B, it is provided with upper ring plate and lower ring plate on tubular pillar, H profile steel beam A and H profile steel beam B are connected between upper ring plate and lower ring plate；Support plate is welded between upper ring plate and lower ring plate, support plate is fixedly connected with the web of H profile steel beam A by high-strength bolt, the welding corresponding with upper and lower ring flat-plate respectively of the upper and lower wing plate of H profile steel beam A；Energetically board group part is welded between upper ring plate and lower ring plate, H profile steel beam B is fixedly connected with strength board group part.The lower H profile steel beam B of depth of section is connect by strength board group part with tubular pillar by the utility model, so that power transmission is reliable, construction rationally, shortens fabrication cycle.
Description
Technical field
The utility model belongs to the connection section in steel building field more particularly to a kind of tubular pillar and not contour girder steel
Point.
Background technique
With the fast development of construction(al)steel, pushed away extensively by the architecture structure form of primary building material of steel
Extensively, in recent years mixed structure with round tube concrete structure using more, in tubular pillar and frame girder connection, level can not be set
Stiffening diaphragm, therefore the outer sash partition (outer ring plate) of column can only be set to meet wanting for horizontal force that transmitting flange of beam transmits
It asks.Fish-bellied type bracket is generallyd use to connect for not equal jowar connection, this connection type weldquality not can guarantee, and apply
Work production is relatively complicated, increases the process-cycle.
Summary of the invention
In order to solve the problems in the existing technology, the purpose of the utility model is to provide a kind of tubular pillar with it is not contour
The connecting node of girder steel.
In order to realize above-mentioned purpose of utility model, the utility model uses technical solution as described below:
A kind of connecting node of tubular pillar and not contour girder steel, including tubular pillar, H profile steel beam A and H profile steel beam B, H profile steel
The depth of section of beam A is greater than the depth of section of H profile steel beam B, and upper ring plate and lower ring plate are provided on tubular pillar, in upper ring plate and
H profile steel beam A and H profile steel beam B are connected between lower ring plate；
Support plate is welded between upper ring plate and lower ring plate, support plate and the web of H profile steel beam A are solid by high-strength bolt
Fixed connection, the welding corresponding with upper and lower ring flat-plate respectively of the upper and lower wing plate of H profile steel beam A；
Energetically board group part is welded between upper ring plate and lower ring plate, strength board group part includes strength plate, support wing plate and support abdomen
The lower surface of plate, strength plate is welded on the upper surface of lower ring plate, and the right side of strength plate is welded on the outer surface of tubular pillar, in strength
The upper surface of plate is welded with horizontal support wing plate, and the upper surface of wing plate is supported to be welded with support webs, support webs welding
On the lower surface of upper ring plate, the welding corresponding with the side of upper ring plate of the upper flange of the H profile steel beam B, the web of H profile steel beam B
It is fixedly connected with support webs by high-strength bolt, the welding corresponding with support wing plate of the lower wing plate of H profile steel beam B.
Further, connecting plate A, connecting plate A are welded between the web of H profile steel beam A and the same side of support plate
One end be fixedly connected with the web of H profile steel beam A by high-strength bolt, the other end of connecting plate A and support plate pass through high-strength spiral shell
Bolt is fixedly connected.
Further, connecting plate B, connecting plate are welded between the web of H profile steel beam B and the same side of support webs
One end of B is fixedly connected with the web of H profile steel beam B by high-strength bolt, and the other end and support plate of connecting plate B passes through high-strength spiral shell
Bolt is fixedly connected.
Further, support plate and support webs are welded on the outer surface of tubular pillar.
Further, 90 degree of angle is formed between H profile steel beam A and H profile steel beam B.
Due to the adoption of the above technical scheme, the utility model has following superiority:
The lower H profile steel beam B of depth of section is connect by strength board group part with tubular pillar, specifically, by H profile steel beam B's
Lower wing plate is welded with support wing plate, and wing plate is supported to reinforce support by the strength plate of its bottom, the web of H profile steel beam B with
Support webs are connected by high-strength bolt, so that power transmission is reliable, construction rationally, shortens fabrication cycle.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
In figure: 1, tubular pillar；2, upper ring plate；3, H profile steel beam A；4, lower ring plate；5, H profile steel beam B；6, connecting plate；7, it supports
Web；8, wing plate is supported；9, strength plate.
Specific embodiment
The technical solution of the utility model is described in further detail with reference to the accompanying drawings and embodiments.
As shown in Figure 1, the connecting node of a kind of tubular pillar and not contour girder steel, including tubular pillar 1, H profile steel beam A3 and H-type
The depth of section of girder steel B5, H profile steel beam A3 are greater than the depth of section of H profile steel beam B5, and 2 He of upper ring plate is provided on tubular pillar 1
Lower ring plate 4 is connected with H profile steel beam A3 and H profile steel beam B5 between upper ring plate 2 and lower ring plate 4；In upper ring plate 2 and lower ring plate 4
Between be welded with support plate, support plate is fixedly connected with the web of H profile steel beam A by high-strength bolt, the upper and lower wing of H profile steel beam A
Plate welding corresponding with upper and lower ring flat-plate respectively；Energetically board group part is welded between upper ring plate 2 and lower ring plate 4, strength board group part includes strength
Plate 9, support wing plate 8 and support webs 7, the lower surface of strength plate 9 are welded on the upper surface of lower ring plate 4, the right side weldering of strength plate 9
It connects on the outer surface of tubular pillar 1, horizontal support wing plate 8 is welded in the upper surface of strength plate 9, support the upper table of wing plate 8
Face is welded with support webs 7, and support webs 7 are welded on the lower surface of upper ring plate 2, the upper flange of the H profile steel beam B5 with it is upper
The corresponding welding in the side of ring flat-plate 2, the web of H profile steel beam B5 are fixedly connected with support webs 7 by high-strength bolt, H profile steel beam B5
Lower wing plate with support wing plate 8 it is corresponding weld.
Connecting plate A, one end of connecting plate A and H are welded between the web of H profile steel beam A3 and the same side of support plate
The web of section steel beam A is fixedly connected by high-strength bolt, and the other end and support plate of connecting plate A connects by the way that high-strength bolt is fixed
It connects.
Be welded with connecting plate B between the web of H profile steel beam B and the same side of support webs, one end of connecting plate B with
The web of H profile steel beam B is fixedly connected by high-strength bolt, and the other end and support plate of connecting plate B connects by the way that high-strength bolt is fixed
It connects.
Support plate and support webs are welded on the outer surface of tubular pillar.
90 degree of angle is formed between H profile steel beam A3 and H profile steel beam B5.
The utility model is by the way that the lower H profile steel beam B of depth of section to be connect by strength board group part with tubular pillar, so that not
The strong stressed effects such as contour H profile steel beam A and H profile steel beam B realization, the utility model production is simple and easy, has very strong
The manufacture difficulty of operability, component reduces, and greatly shortens the fabrication cycle of component, accelerates the construction speed of engineering,
Remarkable in economical benefits.
Claims (5)
1. the connecting node of a kind of tubular pillar and not contour girder steel, including tubular pillar, H profile steel beam A and H profile steel beam B, H profile steel beam A
Depth of section be greater than H profile steel beam B depth of section, upper ring plate and lower ring plate are provided on tubular pillar, upper ring plate and under
H profile steel beam A and H profile steel beam B are connected between ring flat-plate, it is characterised in that:
It is welded with support plate between upper ring plate and lower ring plate, the web of support plate and H profile steel beam A pass through the fixed company of high-strength bolt
It connects, the welding corresponding with upper and lower ring flat-plate respectively of the upper and lower wing plate of H profile steel beam A；
Energetically board group part is welded between upper ring plate and lower ring plate, strength board group part includes strength plate, support wing plate and support webs, strength
The lower surface of plate is welded on the upper surface of lower ring plate, and the right side of strength plate is welded on the outer surface of tubular pillar, in strength plate
Upper surface is welded with horizontal support wing plate, and the upper surface of wing plate is supported to be welded with support webs, and support webs are welded on
On the lower surface of ring flat-plate, the welding corresponding with the side of upper ring plate of the upper flange of the H profile steel beam B, the web and branch of H profile steel beam B
Support web is fixedly connected by high-strength bolt, the welding corresponding with support wing plate of the lower wing plate of H profile steel beam B.
2. the connecting node of tubular pillar according to claim 1 and not contour girder steel, it is characterised in that: the abdomen of H profile steel beam A
Connecting plate A is welded between plate and the same side of support plate, one end of connecting plate A and the web of H profile steel beam A pass through high-strength spiral shell
Bolt is fixedly connected, and the other end of connecting plate A is fixedly connected with support plate by high-strength bolt.
3. the connecting node of tubular pillar according to claim 1 and not contour girder steel, it is characterised in that: the abdomen of H profile steel beam B
Connecting plate B is welded between plate and the same side of support webs, one end of connecting plate B passes through high-strength with the web of H profile steel beam B
Bolt is fixedly connected, and the other end of connecting plate B is fixedly connected with support plate by high-strength bolt.
4. the connecting node of tubular pillar according to claim 1 and not contour girder steel, it is characterised in that: support plate and support
Web is welded on the outer surface of tubular pillar.
5. the connecting node of tubular pillar according to claim 1 and not contour girder steel, it is characterised in that: H profile steel beam A and H
90 degree of angle is formed between section steel beam B.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820618668.6U CN208202133U (en) | 2018-04-27 | 2018-04-27 | A kind of connecting node of tubular pillar and not contour girder steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820618668.6U CN208202133U (en) | 2018-04-27 | 2018-04-27 | A kind of connecting node of tubular pillar and not contour girder steel |
Publications (1)
| Publication Number | Publication Date |
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| CN208202133U true CN208202133U (en) | 2018-12-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201820618668.6U Active CN208202133U (en) | 2018-04-27 | 2018-04-27 | A kind of connecting node of tubular pillar and not contour girder steel |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565805A (en) * | 2019-09-12 | 2019-12-13 | 吴永凤 | Beam column node structure |
| CN112127381A (en) * | 2020-09-30 | 2020-12-25 | 长江勘测规划设计研究有限责任公司 | Offshore wind power foundation with separated bins in barrel top dense beam barrel and single-column variable-section negative pressure barrel and construction method |
| CN112499468A (en) * | 2020-12-09 | 2021-03-16 | 山东晟天钢构有限公司 | Travelling crane beam and preparation method and use method thereof |
-
2018
- 2018-04-27 CN CN201820618668.6U patent/CN208202133U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565805A (en) * | 2019-09-12 | 2019-12-13 | 吴永凤 | Beam column node structure |
| CN112127381A (en) * | 2020-09-30 | 2020-12-25 | 长江勘测规划设计研究有限责任公司 | Offshore wind power foundation with separated bins in barrel top dense beam barrel and single-column variable-section negative pressure barrel and construction method |
| CN112499468A (en) * | 2020-12-09 | 2021-03-16 | 山东晟天钢构有限公司 | Travelling crane beam and preparation method and use method thereof |
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