CN109629681A - A kind of assembled connecting node of plug-in type buckle Liang Yuzhu - Google Patents
A kind of assembled connecting node of plug-in type buckle Liang Yuzhu Download PDFInfo
- Publication number
- CN109629681A CN109629681A CN201910019800.0A CN201910019800A CN109629681A CN 109629681 A CN109629681 A CN 109629681A CN 201910019800 A CN201910019800 A CN 201910019800A CN 109629681 A CN109629681 A CN 109629681A
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- CN
- China
- Prior art keywords
- steel
- steel plate
- plate
- limit
- pipe column
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- 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.)
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Classifications
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- 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
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- 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
- E04B2001/2421—Socket type connectors
-
- 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
- E04B2001/2448—Connections between open section profiles
-
- 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
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2475—Profile with an undercut grooves for connection purposes
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses the assembled connecting nodes of plug-in type buckle Liang Yuzhu a kind of, including steel pipe column, several embedded steel plates and several girder steels, wherein, the end of each girder steel is provided with fixed plate, the side of steel pipe column offers several slots, wherein, one corresponding embedded steel plate of slot and a fixed plate, the upside of each embedded steel plate is fixedly connected with corresponding fixed plate, it is had the gap between the downside of each embedded steel plate and corresponding fixed plate, wherein, each embedded steel plate is inserted in corresponding slot, and the side wall of steel pipe column is inserted in the gap, the first limit steel plate is provided at the top of each girder steel, each first limit steel plate, which is sequentially connected, connects composition annulus, each fixed plate is respectively positioned in the annulus, the node can effectively avoid the various problems of site welding bring.
Description
Technical field
The invention belongs to steel structure technology fields, are related to the assembled connecting node of plug-in type buckle Liang Yuzhu a kind of.
Background technique
Traditional steel construction is largely to weld at the construction field (site) due to generalling use welding, and the construction quality of weld seam is held very much
Vulnerable to the influence of external environment, when especially welding in the overhead position, the quality of weld seam is even more to be difficult to ensure.In engineering construction, construction is existing
Complexity and uncertainty, the quality for causing traditional steel structure node is difficult to ensure, and due to on-the-spot welding, steel knot
The speed of application of structure is very slow, and the manpower and material resources of consumption are also very much, and the possibility that fire occurs when will increase construction.
Summary of the invention
It is an object of the invention to overcome the above-mentioned prior art, the dress of plug-in type buckle Liang Yuzhu a kind of is provided
With formula connecting node, which can effectively avoid the various problems of site welding bring.
In order to achieve the above objectives, the assembled connecting node of plug-in type buckle Liang Yuzhu of the present invention includes steel pipe
Column, several embedded steel plates and several girder steels, wherein the end of each girder steel is provided with fixed plate, if the side of steel pipe column offers
Dry slot, wherein the corresponding embedded steel plate of slot and a fixed plate, the upside of each embedded steel plate and corresponding fixed plate
It is fixedly connected, is had the gap between the downside and corresponding fixed plate of each embedded steel plate, wherein each embedded steel plate is inserted in corresponding slot
In hole, and the side wall of steel pipe column is inserted in the gap, and the first limit steel plate, each first limit are provided at the top of each girder steel
Steel plate, which is sequentially connected, connects composition annulus, and each fixed plate is respectively positioned in the annulus.
The side of steel pipe column is provided with several second limit steel plates, wherein the corresponding girder steel of one second limit steel plate,
Each second limit steel plate is located at the bottom of corresponding girder steel.
The end of each first limit steel plate is provided with otic placode, and the otic placode on two neighboring first limit steel plate passes through bolt
It is connected.
Each second limit steel plate is channel steel.
The upper surface of each embedded steel plate is inclined surface.
The steel pipe column is quadrate steel pipe column, and the girder steel is H profile steel.
The invention has the following advantages:
The assembled connecting node of plug-in type buckle Liang Yuzhu of the present invention is connected when specific operation using assembled
Mode is connect, first carries out the construction of slot on steel pipe column in the factory, while fixed plate, embedded steel plate and girder steel mutually being welded, so
After transport to construction site, then embedded steel plate is inserted in corresponding slot, is finally sequentially connected each first limit steel plate
It connects, to realize the assembly construction of bean column node, avoids the various problems of site welding bring, while each first limit steel plate is located at
On corresponding girder steel, and each fixed plate is located in the annulus of each first limit steel plate composition, to pass through the annulus pair
Each girder steel is limited, and girder steel is avoided to generate axial displacement.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the structural schematic diagram of steel pipe column 1 in the present invention；
Fig. 3 is the location diagram of girder steel 2 and fixed plate 4 and embedded steel plate 5 in the present invention；
Fig. 4 is the structural schematic diagram of the first limit steel plate 3 in the present invention；
Wherein, 1 be steel pipe column, 2 be girder steel, 3 be the first limit steel plate, 4 be fixed plate, 5 be embedded steel plate, 6 be otic placode,
7 it is the second limit steel plate, 8 is slot.
Specific embodiment
The invention will be described in further detail with reference to the accompanying drawing:
Referring to figs. 1 to Fig. 4, the assembled connecting node of plug-in type of the present invention buckle Liang Yuzhu include steel pipe column 1,
Several embedded steel plates 5 and several girder steels 2, wherein the end of each girder steel 2 is provided with fixed plate 4, and the side of steel pipe column 1 offers
Several slots 8, wherein the corresponding embedded steel plate 5 of slot 8 and a fixed plate 4, the upside of each embedded steel plate 5 with it is right
It answers fixed plate 4 to be fixedly connected, is had the gap between the downside and corresponding fixed plate 4 of each embedded steel plate 5, wherein each embedded steel plate 5 is inserted
Enter in corresponding slot 8, and the side wall of steel pipe column 1 is inserted in the gap, the top of each girder steel 2 is provided with the first limit
Steel plate 3, each first limit steel plate 3, which is sequentially connected, connects composition annulus, and each fixed plate 4 is respectively positioned in the annulus.
The side of steel pipe column 1 is provided with several second limit steel plates 7, wherein the corresponding steel of one second limit steel plate 7
Beam 2, each second limit steel plate 7 are located at the bottom of corresponding girder steel 2；The end of each first limit steel plate 3 is provided with otic placode 6, phase
Otic placode 6 on adjacent two first limits steel plate 3 is connected by bolt.
Each second limit steel plate 7 is channel steel；The upper surface of each embedded steel plate 5 is inclined surface；Steel pipe column 1 is square steel tube
Column, the girder steel 2 are H profile steel.
Specific construction process of the invention are as follows:
The construction of slot 8 on steel pipe column 1 is first carried out in the factory, and each second limit steel plate 7 is welded in steel pipe column 1
On, while fixed plate 4, embedded steel plate 5 and 2 phase of girder steel being welded, it then transports to construction site, then embedded steel plate 5 is inserted into
In corresponding slot 8, finally each first limit steel plate 3 is sequentially connected and is connect, to realize the construction of bean column node, needs to illustrate
, the present invention realizes limit to girder steel 2 by the first limit steel plate 3 and the second limit steel plate 7, avoids girder steel 2 in steel pipe
Column 1 is axial to generate displacement.
Claims (6)
1. the assembled connecting node of plug-in type buckle Liang Yuzhu a kind of, which is characterized in that including steel pipe column (1), several embedded
Steel plate (5) and several girder steels (2), wherein the end of each girder steel (2) is provided with fixed plate (4), and the side of steel pipe column (1) opens up
There are several slots (8), wherein a corresponding embedded steel plate (5) of slot (8) and a fixed plate (4), each embedded steel plate
(5) upside is fixedly connected with corresponding fixed plate (4), seamed between the downside and corresponding fixed plate (4) of each embedded steel plate (5)
Gap, wherein each embedded steel plate (5) is inserted in corresponding slot (8), and the side wall of steel pipe column (1) is inserted in the gap, respectively
The first limit steel plate (3) is provided at the top of girder steel (2), each first limit steel plate (3), which is sequentially connected, connects composition annulus,
Each fixed plate (4) is respectively positioned in the annulus.
2. the assembled connecting node of plug-in type buckle Liang Yuzhu according to claim 1, which is characterized in that steel pipe column
(1) side is provided with several second limits steel plate (7), wherein the corresponding girder steel (2) of one second limit steel plate (7), respectively
Second limit steel plate (7) is located at the bottom of corresponding girder steel (2).
3. the assembled connecting node of plug-in type buckle Liang Yuzhu according to claim 1, which is characterized in that each first limit
The end of position steel plate (3) is provided with otic placode (6), and the otic placode (6) in two neighboring first limit steel plate (3) is connected by bolt
It connects.
4. the assembled connecting node of plug-in type buckle Liang Yuzhu according to claim 2, which is characterized in that each second limit
Position steel plate (7) is channel steel.
5. the assembled connecting node of plug-in type buckle Liang Yuzhu according to claim 1, which is characterized in that each embedded steel
The upper surface of plate (5) is inclined surface.
6. the assembled connecting node of plug-in type buckle Liang Yuzhu according to claim 1, which is characterized in that the steel pipe
Column (1) is quadrate steel pipe column, and the girder steel (2) is H profile steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910019800.0A CN109629681B (en) | 2019-01-09 | 2019-01-09 | Assembled connected node of bayonet buckle roof beam and post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910019800.0A CN109629681B (en) | 2019-01-09 | 2019-01-09 | Assembled connected node of bayonet buckle roof beam and post |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109629681A true CN109629681A (en) | 2019-04-16 |
| CN109629681B CN109629681B (en) | 2020-08-25 |
Family
ID=66061599
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910019800.0A Active CN109629681B (en) | 2019-01-09 | 2019-01-09 | Assembled connected node of bayonet buckle roof beam and post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109629681B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980174A (en) * | 2020-08-28 | 2020-11-24 | 河南方元建筑工程有限公司 | Fabricated building and construction method thereof |
| CN114108921A (en) * | 2021-10-30 | 2022-03-01 | 中石化石油工程技术服务有限公司 | Small-span portal rigid frame four-slope roof structure |
| CN114134898A (en) * | 2021-11-26 | 2022-03-04 | 中建三局第三建设工程有限责任公司 | Top-down construction method one-pile one-column connecting structure and construction method thereof |
| CN115354761A (en) * | 2022-08-26 | 2022-11-18 | 南通新华钢结构工程有限公司 | Steel structure connecting piece convenient to installation |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07305422A (en) * | 1994-05-13 | 1995-11-21 | Takubo Kogyosho:Kk | Hooking device of vertical material and horizontal material |
| JPH07310373A (en) * | 1994-05-18 | 1995-11-28 | Takubo Kogyosho:Kk | Joint device of vertical and horizontal materials |
| DE19649388A1 (en) * | 1995-11-29 | 1997-06-05 | Klaus Dipl Ing Luig | Steel connecting system for horizontal and vertical supports |
| CN103189583A (en) * | 2010-09-24 | 2013-07-03 | 仁伊私人有限公司 | A load transfer connector for a support member assembly |
| CN205189147U (en) * | 2015-12-05 | 2016-04-27 | 杭州铁木辛柯钢结构设计有限公司 | Draw -in groove assembled steel -pipe column and girder steel connected node |
| DE102014019099A1 (en) * | 2014-12-15 | 2016-06-16 | Frank Gehlhaar | Post and beam connection system |
| JP2017002526A (en) * | 2015-06-08 | 2017-01-05 | 大倉 憲峰 | Connection structure |
| JP2017186866A (en) * | 2015-08-07 | 2017-10-12 | 日鐵住金建材株式会社 | Column and beam junction structure and method |
-
2019
- 2019-01-09 CN CN201910019800.0A patent/CN109629681B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07305422A (en) * | 1994-05-13 | 1995-11-21 | Takubo Kogyosho:Kk | Hooking device of vertical material and horizontal material |
| JPH07310373A (en) * | 1994-05-18 | 1995-11-28 | Takubo Kogyosho:Kk | Joint device of vertical and horizontal materials |
| DE19649388A1 (en) * | 1995-11-29 | 1997-06-05 | Klaus Dipl Ing Luig | Steel connecting system for horizontal and vertical supports |
| CN103189583A (en) * | 2010-09-24 | 2013-07-03 | 仁伊私人有限公司 | A load transfer connector for a support member assembly |
| DE102014019099A1 (en) * | 2014-12-15 | 2016-06-16 | Frank Gehlhaar | Post and beam connection system |
| JP2017002526A (en) * | 2015-06-08 | 2017-01-05 | 大倉 憲峰 | Connection structure |
| JP2017186866A (en) * | 2015-08-07 | 2017-10-12 | 日鐵住金建材株式会社 | Column and beam junction structure and method |
| CN205189147U (en) * | 2015-12-05 | 2016-04-27 | 杭州铁木辛柯钢结构设计有限公司 | Draw -in groove assembled steel -pipe column and girder steel connected node |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980174A (en) * | 2020-08-28 | 2020-11-24 | 河南方元建筑工程有限公司 | Fabricated building and construction method thereof |
| CN114108921A (en) * | 2021-10-30 | 2022-03-01 | 中石化石油工程技术服务有限公司 | Small-span portal rigid frame four-slope roof structure |
| CN114108921B (en) * | 2021-10-30 | 2023-03-03 | 中石化石油工程技术服务有限公司 | Small-span portal rigid frame four-slope roof structure |
| CN114134898A (en) * | 2021-11-26 | 2022-03-04 | 中建三局第三建设工程有限责任公司 | Top-down construction method one-pile one-column connecting structure and construction method thereof |
| CN114134898B (en) * | 2021-11-26 | 2023-01-06 | 中建三局第三建设工程有限责任公司 | Top-down construction method one-pile one-column connecting structure and construction method thereof |
| WO2023093115A1 (en) * | 2021-11-26 | 2023-06-01 | 中建三局第三建设工程有限责任公司 | Connection structure for one pile and one column in top-down construction method, and construction method therefor |
| CN115354761A (en) * | 2022-08-26 | 2022-11-18 | 南通新华钢结构工程有限公司 | Steel structure connecting piece convenient to installation |
| CN115354761B (en) * | 2022-08-26 | 2023-11-03 | 南通新华钢结构工程有限公司 | Steel construction connecting piece convenient to installation |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109629681B (en) | 2020-08-25 |
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Effective date of registration: 20210617 Address after: 710054 20 / F, Jianke building, 13 Yanta Road, Beilin District, Xi'an City, Shaanxi Province Patentee after: Xi'an Construction Technology University Engineering Co.,Ltd. Address before: 710055 Yanta Road 13, Xi'an City, Shaanxi Province Patentee before: XI'AN University OF ARCHITECTURE & TECHNOLOGY |