CN110468964A - A kind of assembled abnormity bean column node - Google Patents
A kind of assembled abnormity bean column node Download PDFInfo
- Publication number
- CN110468964A CN110468964A CN201910682581.4A CN201910682581A CN110468964A CN 110468964 A CN110468964 A CN 110468964A CN 201910682581 A CN201910682581 A CN 201910682581A CN 110468964 A CN110468964 A CN 110468964A
- Authority
- CN
- China
- Prior art keywords
- column base
- column
- flange plate
- lower flange
- profile steel
- 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.)
- Pending
Links
- 235000010627 Phaseolus vulgaris Nutrition 0.000 title claims abstract description 15
- 244000046052 Phaseolus vulgaris Species 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 238000003466 welding Methods 0.000 claims description 8
- 238000000465 moulding Methods 0.000 claims description 4
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 2
- 230000035939 shock Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 6
- 101100521345 Mus musculus Prop1 gene Proteins 0.000 description 5
- 108700017836 Prophet of Pit-1 Proteins 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2454—Connections between open and closed section profiles
Abstract
The invention discloses a kind of assembled abnormity bean column node, including enforced loop plane under enforced loop plane, column base on special-shaped upper prop, special-shaped lower prop, upper flange plate, lower flange, column base, column base upper flange plate, column base lower flange, column base, in column base stretch pasting board, H profile steel beam；Wherein, column base upper flange plate, column base lower flange is arranged in column base upper and lower ends, upper flange plate is connect with column base upper flange plate, lower flange and column base lower flange, column base upper flange plate same plane is equipped with enforced loop plane on the column base of one, column base lower flange same plane is equipped with enforced loop plane under the column base of one, is welded in the column base parallel with H profile steel web on column base and stretches pasting board.The present invention can be processed factory is unified, can commercialization, modularization, be conducive to the component standardization of assembled special-shaped steel structure；This ultimate bearing capacity of joints is high, and intensity is high, and energy dissipation capacity is good, is conducive to safety, applicability and the shock resistance of structure.
Description
Technical field
The present invention relates to a kind of assembled abnormity bean column nodes, belong to building structural element field.
Background technique
In recent years, with the requirement of architectural development and as steel building is increasingly complicated using functional requirement, building knot
Apparent variation also has occurred in configuration formula.In common steel building design, vertical supporting component is generally used commonly
Section.With the development of new material and new technology, the thickness of retaining wall is constantly reducing, it is easy to wall thickness be caused to cut greater than column
Face width, the exposed problem in column angle are relatively common.The usable floor area of building is not only reduced, also seriously affected room uses function
Energy is put with furniture, and these problems seem especially prominent in steel house and office building, have brought very big
It is inconvenient.So profiled-column frame structure system comes into being, but some problems to be solved are also faced, to Special-Shaped Column knot
The research of structure bean column node has good scientific research value and social benefit.
Summary of the invention
The present invention provides a kind of assembled abnormity bean column nodes, with the detachable dress for realizing special-shaped bean column node
Match, further improve bearing capacity, energy-dissipating property etc..
The technical scheme is that a kind of assembled abnormity bean column node, including special-shaped upper prop 1, special-shaped lower prop 2, on
Ring flange 3, lower flange 4, column base 5, column base upper flange plate 6, column base lower flange 7, on column base under enforced loop plane 8, column base plus
Pasting board 10, H profile steel beam 11 are stretched in strong ring flat-plate 9, column base；
Wherein, 5 upper and lower ends of column base pass through welding setting column base upper flange plate 6, column base lower flange 7, special-shaped 1 end of upper prop weldering
The lower flange 4 of the upper flange plate 3 connect and column base upper flange plate 6, special-shaped 2 end of lower prop welding passes through with column base lower flange 7
High-strength bolt connection, 6 same plane of column base upper flange plate are equipped with enforced loop plane 8 on the column base of one and are used to pass through high-strength bolt
The top flange of H profile steel beam 11 is connected, 7 same plane of column base lower flange is equipped with enforced loop plane 9 under the column base of one and is used to lead to
The lower flange of high-strength bolt connection H profile steel beam 11 is crossed, is welded in the column base parallel with 11 web of H profile steel beam on column base 5 and stretches patch
Plate 10 is used to connect 11 web of H profile steel beam by high-strength bolt.
The abnormity upper prop 1, special-shaped lower prop 2, upper flange plate 3, lower flange 4, column base 5, column base upper flange plate 6, column base
The shape of lower flange 7 is L-type, cross or T font.
By the way that the column base 5 of different height is arranged to achieve the purpose that adjust 11 deck-molding of H profile steel beam.
On the column base under enforced loop plane 8, column base the width of enforced loop plane 9 and H profile steel beam 11 it is of same size, in column base
The height for stretching pasting board 10 is identical as the height of 11 web of H profile steel beam.
The beneficial effects of the present invention are:
1, upper lower prop is connected using flange plate column base, so that construction is more convenient, and the column base of different height can achieve
The purpose for adjusting deck-molding, so that organization plan is more flexible；
2, using column base enforced loop plane, the bearing capacity and energy consumption of node is can be improved in the feature that power transmission is clear, bearing capacity is high
Performance, and the bean column node of different location can be cooperated using the column base ring flat-plate of different shape size, and do not influence in column
Middle placing concrete and setting ribbed stiffener etc.；
3, all welding sequences can be completed in factory, field operation is bolt, construction site working procedure is reduced,
Cost is reduced, therefore indirectly reduces the payment amount of proprietor, and can directly be transported to construction site and be assembled, is greatly shortened
Construction period；
4, new thinking is provided for the bean column node connection of special-shaped assembling type steel structure frame structure, has and preferably applies valence
Value and scientific research benefit.
In conclusion the present invention can be processed factory is unified, can commercialization, modularization, it is different to be conducive to assembled
The component standardization of shape steel construction；This ultimate bearing capacity of joints is high, and intensity is high, and energy dissipation capacity is good, is conducive to the safety of structure, is applicable in
Property and shock resistance.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention；
Fig. 2 is the special-shaped L-type steel tubular column structure schematic diagram in the present invention with L-type ring flange；
Fig. 3 is L-type column base structural schematic diagram of the present invention；
Fig. 4 is H profile steel beam attachment structure schematic diagram of the present invention；
Each label in figure: 1- abnormity upper prop, 2- abnormity lower prop, 3- upper flange plate, 4- lower flange, 5- column base, method on 6- column base
Blue disk, 7- column base lower flange, enforced loop plane on 8- column base, enforced loop plane under 9- column base stretch pasting board, 11-H type in 10- column base
Girder steel.
Specific embodiment
With reference to the accompanying drawings and examples, the invention will be further described, but the contents of the present invention be not limited to it is described
Range.
Embodiment 1: as Figure 1-Figure 4, a kind of assembled abnormity bean column node, including special-shaped upper prop 1, special-shaped lower prop 2,
Upper flange plate 3, lower flange 4, column base 5, column base upper flange plate 6, column base lower flange 7, on column base under enforced loop plane 8, column base
Pasting board 10, H profile steel beam 11 are stretched in enforced loop plane 9, column base；
Wherein, 5 upper and lower ends of column base pass through welding setting column base upper flange plate 6, column base lower flange 7, special-shaped 1 end of upper prop weldering
The lower flange 4 of the upper flange plate 3 connect and column base upper flange plate 6, special-shaped 2 end of lower prop welding passes through with column base lower flange 7
High-strength bolt connection, 6 same plane of column base upper flange plate are equipped with enforced loop plane 8 on the column base of one and are used to pass through high-strength bolt
The top flange of H profile steel beam 11 is connected, 7 same plane of column base lower flange is equipped with enforced loop plane 9 under the column base of one and is used to lead to
The lower flange of high-strength bolt connection H profile steel beam 11 is crossed, is welded in the column base parallel with 11 web of H profile steel beam on column base 5 and stretches patch
Plate 10 is used to connect 11 web of H profile steel beam by high-strength bolt.
The abnormity upper prop 1, special-shaped lower prop 2, upper flange plate 3, lower flange 4, column base 5, column base upper flange plate 6, column base
The shape of lower flange 7 is L-type, cross or T font.
By the way that the column base 5 of different height is arranged to achieve the purpose that adjust 11 deck-molding of H profile steel beam.
On the column base under enforced loop plane 8, column base the width of enforced loop plane 9 and H profile steel beam 11 it is of same size, in column base
The height for stretching pasting board 10 is identical as the height of 11 web of H profile steel beam.
Use step of the invention are as follows:
A, the ring flange of prepared screw-bolt hole is welded in Special-Shaped Column by the special-shaped upper prop 1, special-shaped lower prop 2 in advance according to design；
B, the column base upper flange plate 6, column base lower flange 7 are arranged by full penetration in 5 upper and lower ends of column base, column base 5
Pasting board 10 is stretched in column base according to the preparatory strap bolt hole of burn-oning of design, 6 same plane of column base upper flange plate is equipped with the column of one
Enforced loop plane 8 on seat, 7 same plane of column base lower flange are equipped with enforced loop plane 9 under the column base of one；
Above-mentioned technique is completed in factory, and scene carries out bolt operation, is connected using high-strength bolt, and it is multiple to be more suitable for joints
Miscellaneous, situations such as one is bolted three components.
C, 10 bolt of pasting board is stretched in lower flange and web prepared screw-bolt hole and column base enforced loop plane 8 and column base on the beam-ends
It connects；
D, construction site assembly is finally carried out.
Above in conjunction with attached drawing, the embodiment of the present invention is explained in detail, but the present invention is not limited to above-mentioned
Embodiment within the knowledge of a person skilled in the art can also be before not departing from present inventive concept
Put that various changes can be made.
Claims (4)
1. a kind of assembled abnormity bean column node, it is characterised in that: including special-shaped upper prop (1), special-shaped lower prop (2), upper flange plate
(3), lower flange (4), column base (5), column base upper flange plate (6), column base lower flange (7), enforced loop plane (8), column on column base
Pasting board (10), H profile steel beam (11) are stretched in seat lower enforced loop plane (9), column base；
Wherein, column base (5) upper and lower ends pass through welding setting column base upper flange plate (6), column base lower flange (7), special-shaped upper prop
(1) upper flange plate (3) of end welding and column base upper flange plate (6), the welding of special-shaped lower prop (2) end lower flange (4) with
Column base lower flange (7) is connected by high-strength bolt, and column base upper flange plate (6) same plane, which is equipped on the column base of one, to be reinforced
Ring flat-plate (8) is used for the top flange by high-strength bolt connection H profile steel beam (11), and column base lower flange (7) same plane is equipped with
Enforced loop plane (9) is used for the lower flange by high-strength bolt connection H profile steel beam (11) under the column base of one, and column base welds on (5)
Have and stretches pasting board (10) in the column base parallel with H profile steel beam (11) web for connecting H profile steel beam (11) web by high-strength bolt.
2. assembled abnormity bean column node according to claim 1, it is characterised in that: under the abnormity upper prop (1), abnormity
Column (2), upper flange plate (3), lower flange (4), column base (5), column base upper flange plate (6), column base lower flange (7) shape be
L-type, cross or T font.
3. assembled abnormity bean column node according to claim 1, it is characterised in that: by the column base that different height is arranged
(5) to achieve the purpose that adjust H profile steel beam (11) deck-molding.
4. assembled abnormity bean column node according to claim 1, it is characterised in that: enforced loop plane (8) on the column base,
The width of enforced loop plane (9) and H profile steel beam (11) is of same size under column base, and the height and H profile steel of pasting board (10) are stretched in column base
The height of beam (11) web is identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910682581.4A CN110468964A (en) | 2019-07-26 | 2019-07-26 | A kind of assembled abnormity bean column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910682581.4A CN110468964A (en) | 2019-07-26 | 2019-07-26 | A kind of assembled abnormity bean column node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110468964A true CN110468964A (en) | 2019-11-19 |
Family
ID=68508354
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910682581.4A Pending CN110468964A (en) | 2019-07-26 | 2019-07-26 | A kind of assembled abnormity bean column node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110468964A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952665A (en) * | 2019-12-13 | 2020-04-03 | 中民筑友房屋科技集团有限公司 | Assembled steel frame structure system |
| CN110952664A (en) * | 2019-12-13 | 2020-04-03 | 中民筑友房屋科技集团有限公司 | Method for assembling assembled steel frame structure to form house |
| CN115030308A (en) * | 2022-05-31 | 2022-09-09 | 闽晟集团城建发展有限公司 | Assembled energy-consuming type high-low beam special-shaped node |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203546915U (en) * | 2013-11-19 | 2014-04-16 | 河北工业大学 | Column node structure of special-shaped column beam |
| CN105888060A (en) * | 2016-05-15 | 2016-08-24 | 北京工业大学 | Fabricated beam-column bolt joint connection device with cover plate and double flanges |
| CN107435377A (en) * | 2017-07-04 | 2017-12-05 | 昆明理工大学 | Assembling type steel structure class reinforcing ring plate-type flange bean column node and its application method |
| CN108193782A (en) * | 2018-02-02 | 2018-06-22 | 青岛理工大学 | A kind of prefabricated assembled modular frame node and its assembly method |
-
2019
- 2019-07-26 CN CN201910682581.4A patent/CN110468964A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203546915U (en) * | 2013-11-19 | 2014-04-16 | 河北工业大学 | Column node structure of special-shaped column beam |
| CN105888060A (en) * | 2016-05-15 | 2016-08-24 | 北京工业大学 | Fabricated beam-column bolt joint connection device with cover plate and double flanges |
| CN107435377A (en) * | 2017-07-04 | 2017-12-05 | 昆明理工大学 | Assembling type steel structure class reinforcing ring plate-type flange bean column node and its application method |
| CN108193782A (en) * | 2018-02-02 | 2018-06-22 | 青岛理工大学 | A kind of prefabricated assembled modular frame node and its assembly method |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952665A (en) * | 2019-12-13 | 2020-04-03 | 中民筑友房屋科技集团有限公司 | Assembled steel frame structure system |
| CN110952664A (en) * | 2019-12-13 | 2020-04-03 | 中民筑友房屋科技集团有限公司 | Method for assembling assembled steel frame structure to form house |
| CN110952664B (en) * | 2019-12-13 | 2021-09-14 | 中民筑友房屋科技集团有限公司 | Method for assembling assembled steel frame structure to form house |
| CN115030308A (en) * | 2022-05-31 | 2022-09-09 | 闽晟集团城建发展有限公司 | Assembled energy-consuming type high-low beam special-shaped node |
| CN115030308B (en) * | 2022-05-31 | 2023-09-15 | 闽晟集团城建发展有限公司 | Assembled energy-consuming type high-low beam abnormal-shaped node |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20191119 |
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| RJ01 | Rejection of invention patent application after publication |