CN212336312U - A prefabricated node for weak axis connection of I-shaped beam-column - Google Patents
A prefabricated node for weak axis connection of I-shaped beam-column Download PDFInfo
- Publication number
- CN212336312U CN212336312U CN202021965215.4U CN202021965215U CN212336312U CN 212336312 U CN212336312 U CN 212336312U CN 202021965215 U CN202021965215 U CN 202021965215U CN 212336312 U CN212336312 U CN 212336312U
- Authority
- CN
- China
- Prior art keywords
- shaped
- column
- plate
- shaped plate
- shaped beam
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 abstract description 8
- 239000010959 steel Substances 0.000 abstract description 8
- 238000010276 construction Methods 0.000 description 7
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
本实用新型公开了一种工字型梁柱弱轴连接的装配式节点，工字型梁的端部插入于工字型柱中上翼缘与下翼缘之间，工字型梁的上翼缘上设置有第一L型板，工字型梁中下翼缘的底部设置有第二L型板，第一L型板与工字型梁的上翼缘及工字型柱的腹板相连接，第二L型板与工字型梁的下翼缘及工字型柱的腹板相连接，工字型梁的腹板与工字型柱的上翼缘之间设置有第一U型板，工字型梁的腹板与工字型柱的下翼缘之间设置有第二U型板，其中，第一U型板的一侧固定于工字型柱的上翼缘上，第二U型板的一侧固定于工字型柱的下翼缘上，第一U型板的另一侧、第二U型板的另一侧及工字型梁的腹板相连接，该装配式节点能够适用于标准化装配式钢框架中。
The utility model discloses an assembled node connected by weak shafts of I-shaped beams and columns. A first L-shaped plate is arranged on the flange, a second L-shaped plate is arranged at the bottom of the lower flange of the I-shaped beam, the first L-shaped plate is connected to the upper flange of the I-shaped beam and the web of the I-shaped column. The plates are connected, the second L-shaped plate is connected with the lower flange of the I-shaped beam and the web of the I-shaped column, and a second L-shaped plate is arranged between the web of the I-shaped beam and the upper flange of the I-shaped column. A U-shaped plate, a second U-shaped plate is arranged between the web of the I-shaped beam and the lower flange of the I-shaped column, wherein one side of the first U-shaped plate is fixed to the upper wing of the I-shaped column On the edge, one side of the second U-shaped plate is fixed on the lower flange of the I-shaped column, the other side of the first U-shaped plate, the other side of the second U-shaped plate and the web of the I-shaped beam Connected, the prefabricated node can be applied to the standardized prefabricated steel frame.
Description
Technical Field
The utility model belongs to the technical field of building engineering, a assembled node that I shape beam column weak axis is connected is related to.
Background
In recent years, with the development of new township, fabricated steel structure buildings have gained attention from the engineering community. The assembled steel structural members are produced in factories, the product quality can be better controlled, and materials can be saved; meanwhile, the steel plate can be directly installed when being transported to a construction site, so that the construction strength can be reduced, and the overall construction period can be shortened; and the site rubbish of the fabricated building can be greatly reduced, which is beneficial to environmental protection. Traditionally, the node form of the weak axis connection of the I-shaped beam column is not many, and a large part of the node form needs welding work, so that the node form is difficult to apply to a standardized assembly type steel frame, and the popularization and the use of the standardized assembly type steel frame structure in the connection form are not facilitated.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome above-mentioned prior art's shortcoming, provide an assembled node that I shape beam column weak axis is connected, this assembled node can be applicable to in the standardized assembled steel frame.
In order to achieve the purpose, the assembly type node connected by the I-shaped beam column weak axis of the utility model comprises an I-shaped beam and an I-shaped column;
the end part of the I-shaped beam is inserted between an upper flange and a lower flange of the I-shaped column, a first L-shaped plate is arranged on the upper flange of the I-shaped beam, a second L-shaped plate is arranged at the bottom of the middle lower flange of the I-shaped beam, the first L-shaped plate is connected with the upper flange of the I-shaped beam and a web plate of the I-shaped column, the second L-shaped plate is connected with the lower flange of the I-shaped beam and the web plate of the I-shaped column, a first U-shaped plate is arranged between the web plate of the I-shaped beam and the upper flange of the I-shaped column, a second U-shaped plate is arranged between the web plate of the I-shaped beam and the lower flange of the I-shaped column, one side of the first U-shaped plate is fixed on the upper flange of the I-shaped column, one side of the second U-shaped plate is fixed on the lower flange of the I-shaped column, and the other side of the first U.
Stiffening ribs are arranged on the first L-shaped plate and the second L-shaped plate.
The first L-shaped plate and the I-shaped beam and the I-shaped column are connected through high-strength bolts, the second L-shaped plate and the I-shaped beam and the I-shaped column are connected through high-strength bolts, the first U-shaped plate and the I-shaped beam and the I-shaped column are connected through high-strength bolts, and the second U-shaped plate and the I-shaped beam, the I-shaped column and the first U-shaped plate are connected through high-strength bolts.
The utility model discloses following beneficial effect has:
when concrete construction, the assembled node of the weak hub connection of I shape beam column, in the mill, carry out the construction of first L template, second L template, first U template and second U template earlier, then transport the job site, through first L template, second L template, first U template and second U template are connected I shape post and I shape roof beam, in order to realize the construction of assembled node, beam column connection structure is simple, the atress is clear and definite, and the bearing capacity is strong, be convenient for construct and use, can be applied to many, high-rise standardized assembled steel frame.
Drawings
Fig. 1 is a schematic three-dimensional structure of the present invention;
fig. 2 is a top view of the present invention;
fig. 3 is a left side view of the present invention;
fig. 4 is a schematic structural view of the first L-shaped plate 3;
fig. 5 is a schematic structural view of the first U-shaped plate 5.
Wherein, 1 is the I-shaped post, 2 is the I-shaped roof beam, 3 is first L template, 4 is the stiffening rib, 5 is first U template, 6 is the high strength bolt.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings:
referring to fig. 1 to 5, the assembled node of the i-beam column weak axis connection according to the present invention includes an i-beam 2 and an i-column 1; the end part of an I-shaped beam 2 is inserted between the upper flange and the lower flange of an I-shaped column 1, a first L-shaped plate 3 is arranged on the upper flange of the I-shaped beam 2, a second L-shaped plate is arranged at the bottom of the lower flange of the I-shaped beam 2, the first L-shaped plate 3 is connected with the upper flange of the I-shaped beam 2 and the web plate of the I-shaped column 1, the second L-shaped plate is connected with the lower flange of the I-shaped beam 2 and the web plate of the I-shaped column 1, a first U-shaped plate 5 is arranged between the web plate of the I-shaped beam 2 and the upper flange of the I-shaped column 1, a second U-shaped plate is arranged between the web plate of the I-shaped beam 2 and the lower flange of the I-shaped column 1, one side of the first U-shaped plate 5 is fixed on an upper flange of the I-shaped column 1, one side of the second U-shaped plate is fixed on a lower flange of the I-shaped column 1, and the other side of the first U-shaped plate 5, the other side of the second U-shaped plate and a web plate of the I-shaped beam 2 are connected.
Specifically, stiffening ribs 4 are arranged on the first L-shaped plate 3 and the second L-shaped plate; the first L-shaped plate 3 is connected with the I-shaped beam 2 and the I-shaped column 1, the second L-shaped plate is connected with the I-shaped beam 2 and the I-shaped column 1, the first U-shaped plate 5 is connected with the I-shaped beam 2 and the I-shaped column 1, and the second U-shaped plate is connected with the I-shaped beam 2, the I-shaped column 1 and the first U-shaped plate 5 through high-strength bolts 6.
The utility model discloses a concrete work progress does:
firstly, manufacturing a first L-shaped plate 3, a second L-shaped plate, a first U-shaped plate 5 and a second U-shaped plate in a factory, drilling bolt hole positions on an I-shaped column 1 and an I-shaped beam 2, transporting to a construction site, and then directly assembling the I-shaped column 1, the I-shaped beam 2, the first L-shaped plate 3, the second L-shaped plate, the first U-shaped plate 5 and the second U-shaped plate together through high-strength bolts 6 according to the reserved bolt hole positions.
The above description is only for the preferred embodiment of the present invention and should not be taken as limiting the invention, and all modifications, equivalents, improvements and the like that are made within the spirit and principles of the present invention should be included within the scope of the present invention.
Claims (3)
1. An assembled node for weak axis connection of an I-shaped beam column is characterized by comprising an I-shaped beam (2) and an I-shaped column (1);
the end part of an I-shaped beam (2) is inserted between an upper flange and a lower flange of an I-shaped column (1), a first L-shaped plate (3) is arranged on the upper flange of the I-shaped beam (2), a second L-shaped plate is arranged at the bottom of the middle lower flange of the I-shaped beam (2), the first L-shaped plate (3) is connected with the upper flange of the I-shaped beam (2) and a web plate of the I-shaped column (1), a first U-shaped plate (5) is arranged between the web plate of the I-shaped beam (2) and the upper flange of the I-shaped column (1), a second U-shaped plate is arranged between the web plate of the I-shaped beam (2) and the lower flange of the I-shaped column (1), wherein one side of the first U-shaped plate (5) is fixed on the upper flange of the I-shaped column (1), and one side of the second U-shaped plate is fixed on the upper flange of the I-shaped column (1), the other side of the first U-shaped plate (5), the other side of the second U-shaped plate and a web plate of the I-shaped beam (2) are connected.
2. An I-shaped beam-column weak axis connection fabricated node according to claim 1, characterized in that stiffening ribs (4) are arranged on the first L-shaped plate (3) and the second L-shaped plate.
3. The assembly type node for weak axis connection of I-shaped beam columns according to claim 1, characterized in that the first L-shaped plate (3) and the I-shaped beam (2) and the I-shaped column (1), the second L-shaped plate and the I-shaped beam (2) and the I-shaped column (1), the first U-shaped plate (5) and the I-shaped beam (2) and the I-shaped column (1), the second U-shaped plate and the I-shaped beam (2), the I-shaped column (1) and the first U-shaped plate (5) are all connected through high-strength bolts (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021965215.4U CN212336312U (en) | 2020-09-09 | 2020-09-09 | A prefabricated node for weak axis connection of I-shaped beam-column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021965215.4U CN212336312U (en) | 2020-09-09 | 2020-09-09 | A prefabricated node for weak axis connection of I-shaped beam-column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212336312U true CN212336312U (en) | 2021-01-12 |
Family
ID=74071583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021965215.4U Expired - Fee Related CN212336312U (en) | 2020-09-09 | 2020-09-09 | A prefabricated node for weak axis connection of I-shaped beam-column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212336312U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962670A (en) * | 2020-09-09 | 2020-11-20 | 西安建筑科技大学 | Assembled node that I shape beam column weak axis is connected |
-
2020
- 2020-09-09 CN CN202021965215.4U patent/CN212336312U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962670A (en) * | 2020-09-09 | 2020-11-20 | 西安建筑科技大学 | Assembled node that I shape beam column weak axis is connected |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205617562U (en) | Steel structure beam column joint assembled connection structure | |
| CN108316477B (en) | The connection structure and construction method of the mid-node between the flat steel tube concrete column and the steel beam | |
| CN206110361U (en) | Be applied to compound cross -shaped plate formula connected node structure of modularization building | |
| CN103334488A (en) | Assembled steel structure deformed column framework support system | |
| CN110258797A (en) | Connecting node between a kind of steel construction cassette module | |
| CN206859408U (en) | A kind of prefabricated assembled concrete pole steel beam node | |
| CN209457144U (en) | A Beam-Column Assembled Joint of H-section for Frames with Unequal Spans | |
| CN106759858B (en) | A kind of connecting node and preparation method of H profile steel beam and rectangular steel-tube concrete column | |
| CN111962671B (en) | An assembled node with I-shaped beam-column strong and weak axis integrally connected | |
| CN212336312U (en) | A prefabricated node for weak axis connection of I-shaped beam-column | |
| CN209603378U (en) | A Multi-Cavity Rectangular Steel Tube Concrete Special-shaped Column Structure | |
| CN209779860U (en) | An assembled steel frame structure node | |
| CN216713336U (en) | Double-limb spliced beam and steel pipe column and double-limb spliced beam assembly type beam column joint | |
| CN214614570U (en) | Assembled steel truss beam column connection part | |
| CN206859404U (en) | A kind of connecting node applied to modularization steel building | |
| CN201485968U (en) | Node connecting structure of box-shaped post and framework beam | |
| CN112502297A (en) | Steel beam bolting node structure of horizontal through plate type steel tube concrete column | |
| CN112267562A (en) | Assembled steel truss beam column connection part | |
| CN212896864U (en) | Reinforced assembled square steel tube concrete column-steel beam full-bolt connection node | |
| CN214219997U (en) | A prefabricated integral reinforced steel frame connecting node | |
| CN214402141U (en) | An assembled steel beam-column connection node | |
| CN212317156U (en) | I-shaped beam column strong and weak axle body coupling's assembled node | |
| CN206722094U (en) | A connection device between a rectangular steel tube concrete column and a beam-slab floor | |
| CN111962670A (en) | Assembled node that I shape beam column weak axis is connected | |
| CN214614569U (en) | Steel beam column connection node for fine construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210112 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |