CN107268806A - A kind of steel structure node - Google Patents
A kind of steel structure node Download PDFInfo
- Publication number
- CN107268806A CN107268806A CN201710480158.7A CN201710480158A CN107268806A CN 107268806 A CN107268806 A CN 107268806A CN 201710480158 A CN201710480158 A CN 201710480158A CN 107268806 A CN107268806 A CN 107268806A
- Authority
- CN
- China
- Prior art keywords
- connecting plate
- shaped steel
- set panel
- hole
- nested
- 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
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
Landscapes
- 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 a kind of steel structure node, including shaped steel one, set panel, screw rod, shaped steel two, connecting plate, be nested hole and screw hole, it is characterized in that：Connecting plate is welded with the shaped steel one；Set panel is welded with shaped steel two, set panel center offers the hole that is nested；Screw hole is opened on connecting plate and set panel, and set panel is embedded on connecting plate by the borehole jack that is nested, and connecting plate and set panel are transferred to screw hole by screw rod and fixed；All welding are welded using factory on the node, so can effectively avoid the danger that Site Welding is brought；The node is to be embedded in by the sleeve-board that is nested on connecting plate so that the screw hole alignment on set panel and connecting plate, is thus eliminated by artificial and mechanical in the air to whole bolt hole, while also effectively avoiding the danger that work high above the ground is brought；By the node, it can not only facilitate but also safety links together shaped steel and shaped steel.
Description
Technical field
The present invention relates to a kind of steel structure node, belong to long strands field.
Background technology
In existing Steel Structural Design, making and installation, our common nodes are welding plus bolt connection.Welding divides existing again
Field weldering and factory's weldering, in welding at the scene, due to different depth of building differences, and steel construction mostly belongs to elevation building,
It is a breakneck job for the Welder of work high above the ground, it is fiery during welding because the time that welding needs is longer
Hua Si is penetrated, larger to eye injury, and the ratio of precision of the welding needs of steel construction is higher, so total reason, causes high-altitude
Be welded into one it is not only dangerous but also need the work of technology content.
Existing bolt connection is divided into rigid connection and is hinged again, because needing to use welding during rigid connection, in the design, I
Elongated reduce overhead welding using being hinged as far as possible, although overhead welding this step can be saved by being hinged, but for
Existing be hinged is that bolt connects shaped steel, this section through shaped steel connecting plate and the corresponding bolt hole of shape steel web or flange plate
It is due to that Steel section member is long although point has been left out overhead welding, and is typically sling shaped steel with loop wheel machine, in height
During idle job, to cause the hole of the hole on shaped steel connecting plate and shape steel web or flange plate be mapped be one very trouble and
Time-consuming work, while also bringing very big danger to the people of work high above the ground.
How could so solve shaped steel splicing when, can not only facilitate but safety by shaped steel and shaped steel connection, this is one
Individual problem in urgent need to solve.
The content of the invention
In order to be able to solve shaped steel splicing when, can not only facilitate but safety by shaped steel and shaped steel connection；The present invention is proposed
A kind of steel structure node.
The technical solution adopted in the present invention is：
A kind of steel structure node, including shaped steel one, set panel, screw rod, shaped steel two, connecting plate, be nested hole and screw hole, its
It is characterized in：Connecting plate is welded with the shaped steel one；Set panel is welded with shaped steel two, set panel center offers the hole that is nested；Screw rod
Hole is opened on connecting plate and set panel, and set panel is embedded on connecting plate by the borehole jack that is nested, and connecting plate and set panel pass through spiral shell
Bar is transferred to screw hole and fixed.
The screw hole alignment on screw hole and set panel on connecting plate.
The hole shape size that is nested is identical with connecting plate.
Advantages of the present invention：The node passes through the embedding connecting plate of the sleeve-board that is nested so that the spiral shell opened up on set panel and connecting plate
Rod aperture is alignd, and is thus eliminated artificial and mechanically actuated and is gone to cause the hole pair on the hole and web or flange plate on connecting plate
Together；And the set panel being welded with the connecting plate and shaped steel two being welded with shaped steel one belongs to factory's welding, height is so avoided
The danger that missing solder connects；It can not only have been facilitated by the node but also safety connects shaped steel and shaped steel.
Brief description of the drawings
Fig. 1 is a kind of front view of steel structure node；
Fig. 2 is a kind of side view of steel structure node；
Fig. 3 is a kind of sectional view of steel structure node；
In figure：1st, shaped steel 1, set panel 3, screw rod 4, shaped steel 25, connecting plate 6, be nested hole 7, screw hole.
Embodiment
Below in conjunction with the accompanying drawings and embodiment the present invention is further illustrated.
As illustrated, a kind of steel structure node, including shaped steel 1, set panel 2, screw rod 3, shaped steel 24, connecting plate 5, set
Connecting plate 5 is welded with embedding hole 6 and screw hole 7, the shaped steel 1；Set panel 2 is welded with shaped steel 24, set panel 2 center is opened up
Be nested hole 6；Screw hole 7 is opened on connecting plate 5 and set panel 2, and set panel 2 is embedded on connecting plate 5 by the hole 6 that is nested,
Connecting plate 5 and set panel 2 are transferred to screw hole 7 by screw rod 3 and fixed.
The shaped steel 1 can be that girder steel can also be steel column, and shaped steel 24 is girder steel；Connecting plate 5 is fixed by welding in
Shaped steel 1, primarily to turning into a pair of auxiliary equipments in the set panel 2 being fixed on shaped steel 24；For convenience on connecting plate 5
Screw hole 7 and set panel 2 on screw hole 7 align so that the be nested shape size of hole 6 and the connecting plate 5 that open up on set panel 2
It is identical, after so setting, in operating at the scene, as long as making set panel 2 be embedded on connecting plate 5, on set panel 2 and connecting plate 5
Screw hole 7 with regard to corresponding align.
The main function of the screw rod 3 is in order to which connecting plate 5 and set panel 2 are fixed, and with nut by the two ends of screw rod 3
Tighten.
The node makes and installed all very convenient：First factory makes, and by one block of steel plate, first opens spiral shell to this block steel plate
Rod aperture 7 is handled, and the size of screw hole 7, quantity and spacing are obtained by Mechanics Calculation, then to having held the steel of screw hole 7 successfully
Plate carries out cutting process, cuts out connecting plate 5 and set panel 2, then carries out factory's weldering to connecting plate 5 and set panel 2, will connect
Plate 5 is welded on the shaped steel 1 required for us, and position is determined according to design, will cover the shaped steel two that panel 2 is welded in required for us
On 4, position determines that thus factory completes according to design.
Followed by in-site installation, by machinery, shaped steel 24 is embedded on connecting plate 5 and shaped steel 1 by covering panel 2
Screw rod 3, is finally transferred in the screw hole 7 opened up on connecting plate 5 and set panel 2, passes through connecting plate 5 and set panel 2 by connection
It is fixed so that shaped steel 24 and shaped steel 1 closely link together, so in work high above the ground, reduce in order to which girder steel is welded
With the danger brought to whole bolt hole；The operation can not only facilitate but also safety shaped steel and shaped steel are linked together, realize
The purpose of the node.
Presently preferred embodiments of the present invention is the foregoing is only, is merely illustrative for the purpose of the present invention, and it is non-limiting
's.Those skilled in the art understands, many changes can be carried out to it in the spirit and scope that the claims in the present invention are limited,
Modification, in addition it is equivalent, but fall within protection scope of the present invention.
Claims (3)
1. a kind of steel structure node, including shaped steel one (1), set panel (2), screw rod (3), shaped steel two (4), connecting plate (5), it is nested
Hole (6) and screw hole (7), it is characterized in that：Connecting plate (5) is welded with the shaped steel one (1)；Set panel is welded with shaped steel two (4)
(2), set panel (2) center offers the hole that is nested (6)；Screw hole (7) is opened on connecting plate (5) and set panel (2), covers panel
(2) it is embedded in by the hole that is nested (6) on connecting plate (5), connecting plate (5) and set panel (2) are transferred to screw hole by screw rod (3)
(7) it is fixed.
2. a kind of steel structure node according to claims 1, it is characterized in that：Screw hole (7) on the connecting plate (5)
With screw hole (7) alignment on set panel (2).
3. a kind of steel structure node according to claims 1 or 2, it is characterized in that：The hole that is nested (6) shape size and
Connecting plate (5) is identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710480158.7A CN107268806A (en) | 2017-07-20 | 2017-07-20 | A kind of steel structure node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710480158.7A CN107268806A (en) | 2017-07-20 | 2017-07-20 | A kind of steel structure node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107268806A true CN107268806A (en) | 2017-10-20 |
Family
ID=60069396
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710480158.7A Pending CN107268806A (en) | 2017-07-20 | 2017-07-20 | A kind of steel structure node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107268806A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356283A (en) * | 2018-11-30 | 2019-02-19 | 中国十七冶集团有限公司 | A kind of assembling type steel structure staggered truss node connecting structure and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000257154A (en) * | 1999-03-05 | 2000-09-19 | Yoneyama Tekkosho:Kk | Connection joint of steel beam |
| CN101748900A (en) * | 2009-12-10 | 2010-06-23 | 华侨大学 | Reinforcement method of reinforced concrete beam column node |
| CN202324202U (en) * | 2011-11-15 | 2012-07-11 | 中建三局第二建设工程有限责任公司 | Adjustable device for connecting steel vertical component with steel horizontal component |
| CN103104040A (en) * | 2013-03-08 | 2013-05-15 | 郑州大学 | Assembled framework beam-column joint adopting vertical connection and construction method thereof |
| CN205475735U (en) * | 2016-03-01 | 2016-08-17 | 广东易佳梯科技有限公司 | A linking module for steel component interlock is connected |
| CN205742555U (en) * | 2016-06-01 | 2016-11-30 | 熊晓晶 | A kind of connection locking device of bamboo wood integrated building node |
-
2017
- 2017-07-20 CN CN201710480158.7A patent/CN107268806A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000257154A (en) * | 1999-03-05 | 2000-09-19 | Yoneyama Tekkosho:Kk | Connection joint of steel beam |
| CN101748900A (en) * | 2009-12-10 | 2010-06-23 | 华侨大学 | Reinforcement method of reinforced concrete beam column node |
| CN202324202U (en) * | 2011-11-15 | 2012-07-11 | 中建三局第二建设工程有限责任公司 | Adjustable device for connecting steel vertical component with steel horizontal component |
| CN103104040A (en) * | 2013-03-08 | 2013-05-15 | 郑州大学 | Assembled framework beam-column joint adopting vertical connection and construction method thereof |
| CN205475735U (en) * | 2016-03-01 | 2016-08-17 | 广东易佳梯科技有限公司 | A linking module for steel component interlock is connected |
| CN205742555U (en) * | 2016-06-01 | 2016-11-30 | 熊晓晶 | A kind of connection locking device of bamboo wood integrated building node |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356283A (en) * | 2018-11-30 | 2019-02-19 | 中国十七冶集团有限公司 | A kind of assembling type steel structure staggered truss node connecting structure and construction method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20171020 |
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| WD01 | Invention patent application deemed withdrawn after publication |