CN106988420A - A kind of assembled connecting node - Google Patents
A kind of assembled connecting node Download PDFInfo
- Publication number
- CN106988420A CN106988420A CN201710384696.6A CN201710384696A CN106988420A CN 106988420 A CN106988420 A CN 106988420A CN 201710384696 A CN201710384696 A CN 201710384696A CN 106988420 A CN106988420 A CN 106988420A
- Authority
- CN
- China
- Prior art keywords
- steel
- bolt
- end plate
- connecting node
- stainless 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 128
- 239000010959 steel Substances 0.000 claims abstract description 128
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 20
- 239000010935 stainless steel Substances 0.000 claims abstract description 20
- 230000000694 effects Effects 0.000 abstract description 6
- 230000006378 damage Effects 0.000 abstract description 4
- 230000007246 mechanism Effects 0.000 abstract description 4
- 238000003466 welding Methods 0.000 abstract description 3
- 230000015572 biosynthetic process Effects 0.000 abstract description 2
- 238000006243 chemical reaction Methods 0.000 abstract description 2
- 238000005336 cracking Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 4
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910001208 Crucible steel Inorganic materials 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
- 230000009466 transformation Effects 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
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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 assembled connecting node, belong to Structural Engineering field of steel structure.In the present invention, existing welding between girder steel and end plate has the secondary connection by stainless steel angle steel and stainless steel bolt again, then corresponding between girder steel and steel column to be got up by stainless steel bolt, welded end plate and stainless steel Bolted angle connection.The connected mode overcomes conventional node under high temperature action because steel plate junction cracking phenomena occurs for weld residual stress and heat-affected zone influence；Enhance the ductility and robustness of steel join domain so that under fire effect, node end plate also possesses enough ductility conversion force-mechanism formation secondary protection abilities even if occurring destruction；The connecting node can be used for antidetonation region, using the excellent ductility of stainless steel angle steel, deformability and secondary protection mechanism, and dissipate excess energy under earthquake load or reciprocating load, ensure the security and globality of structure.
Description
Technical field
The invention belongs to Structural Engineering field of steel structure, and in particular to a kind of assembled connecting node.
Background technology
With a large amount of constructions of many high-rise, high-rise buildings, steel construction is using more and more.Structure design central sill Column border node
Frequently with full welding or edge of a wing welding-web bolt connection, node district intensity, rigidity are larger.But for earthquake and fire effect
Lower node area ductility, deformability and safety stock consider not abundant enough, and there is big shake effect lower node rupture failure causes to build
The hidden danger for build thing destruction, collapsing, is not inconsistent with the Aseismic Design principle of " no collapsing with strong earthquake ", does not possess secondary protection ability.How to carry
Ductility, deformability, energy dissipation capacity and node security deposit of the high steel-structure beam-column node under earthquake and fire effect are steel
Urgent problem to be solved in structure design, construction.
The content of the invention
In view of this, it is an object of the invention to provide a kind of assembled connecting node, to improve the peace of steel structure connection
Full property and energy dissipation capacity.
To reach above-mentioned purpose, the present invention provides following technical scheme：A kind of assembled connecting node, including girder steel, steel
Post, in addition to angle steel, end plate and bolt, the girder steel are i-shape steel beam, and the steel column is H profile steel post, the angle steel and spiral shell
Bolt is stainless steel；The end plate is flush end plate and is welded on girder steel end, the steel beam web plate, end plate, steel column
It is correspondingly provided with the edge of a wing and angle steel for the bolt hole through bolt, the angle steel is arranged between the edge of a wing of girder steel two and while logical
Cross bolt to be connected with steel beam web plate, another side is linked together end plate with the steel column edge of a wing by bolt.
Further, the i-shape steel beam is welded by steel plate.
Further, the i-shape steel beam is rolled section steel.
Further, the H profile steel post is welded by steel plate.
Further, the H profile steel post is rolled section steel.
Further, the bolt is high strength stainless steel bolt.
The beneficial effects of the present invention are：
(1) it is capable of the security and globality of effective guarantee structural system, adds ductility, the fire-resistance energy of steel join domain
Power and energy dissipation capacity.
(2) node includes two kinds of connection types (varied rigid link and flexible connection), is provided simultaneously with two kinds of failure mechanisms,
Allow beam-ends end plate to be destroyed in extreme load operating mode, preferable deformability and fire endurance are provided by flexible connection.
(3) connected using assembling type steel structure, component is prefabricated in the factory, make quality height, scene quick assembling can be achieved,
Save the duration.
Assembling type steel structure connection stress performance is superior, high-rise available for Fire-resistance of Steel Structures system and high intensity Zone
In steel building, with more wide application prospect.
Brief description of the drawings
In order that the purpose of the present invention, technical scheme and beneficial effect are clearer, the present invention provides drawings described below and carried out
Explanation：
Fig. 1 is structural representation of the invention；
Fig. 2 is the structural representation of girder steel；
Fig. 3 is the structural representation of steel column；
Fig. 4 is the structural representation of angle steel；
Fig. 5 is the structural representation of end plate.
Embodiment
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are described in detail.
As illustrated, the assembled connecting node in the present invention, including girder steel 1, steel column 2, in addition to angle steel 3, end plate 4 and
Bolt 5, wherein girder steel 1 are i-shape steel beam, and steel column 2 is H profile steel post, and angle steel 3 and bolt 5 are stainless steel；The end
Plate 4 is flush end plate and is welded on the end of girder steel 1, the steel beam web plate, end plate, the steel column edge of a wing and angle steel and is correspondingly provided with use
In the bolt hole 6 through bolt 5, the angle steel 3 is arranged between the edge of a wing of girder steel two and while connected by bolt 5 and steel beam web plate
Connect, another side is linked together end plate 4 with the steel column edge of a wing by bolt 5.
In the present invention, existing welding between girder steel 1 and end plate 4 has by the secondary of stainless steel angle steel and stainless steel bolt again
Connection, it is then corresponding between girder steel 1 and steel column 2 to be got up by stainless steel bolt, welded end plate and stainless steel Bolted angle connection.On the one hand,
I-shape steel beam 1 employs two kinds of different steel materials from the connected mode of H profile steel post 2, including common iron and fire resistance are not
Become rusty Steel material, so as to strengthen the deformability and refractory ability of steel connection.On the other hand, i-shape steel beam 1 and H profile steel post 2
Connected mode employs Composite steel connections type, while including varied rigid link and the two kinds of connection types that are articulated and connected.
The connected mode overcomes conventional node under high temperature action because of weld residual stress and heat-affected zone influence hair
Cast steel plate junction cracking phenomena；Because angle steel 3 and bolt 5 are stainless steel, ductility and the Shandong of steel join domain are enhanced
Rod so that under fire effect, node end plate also possesses enough ductility conversion force-mechanism formation two even if occurring destruction
Secondary protective capacities, i.e., form plastic hinge at girder steel two ends, substantially increases the cooperative transformation ability of i-shape steel beam, forms stretched wire
Property effect ensure structure will not occur Progressive Collapse；After having ensured that connecting node is destroyed in end plate weld joint region, even
Node is connect still to work in an articulated manner.The connection joints of steel structure can be used for antidetonation region, utilize stainless steel angle
The excellent ductility of steel, deformability and secondary protection mechanism, dissipate excess energy under earthquake load or reciprocating load,
Ensure the security and globality of structure.
I-shape steel beam and H profile steel post in the present invention can be welded by steel plate, can also use rolled section steel.Can be existing
Field is mounted directly, and speed of application is very fast and structure manufacture quality is high.
It is preferred that, bolt is high strength stainless steel bolt, can further improve bolt performance.
I-shape steel beam and H profile steel post are welded by steel plate in the present embodiment, and its linkage editor is as follows：
A. i-shape steel beam 1 is welded into steel plate in factory, and opens on steel beam web plate bolt hole 6；
B. H profile steel post 2 is welded into steel plate in factory, and bolt hole, diameter of bolt hole and position is opened on steel column wing Edge
It is consistent with the bolt hole on i shaped steel beam end plate；
C. in 4 one pieces of factory's cutting rectangle end plate, and bolt hole, bolt hole position and diameter and H profile steel are opened on end plate
Post upper bolt hole is consistent；End plate 4 is welded in the perforate side one end of i-shape steel beam 1, and by its center alignment；
D. make stainless steel angle steel 3 in factory, and open on angle steel bolt hole, bolt hole position and diameter respectively with steel column
Bolt hole position and size on wing Edge and steel beam web plate are consistent；
E. stainless steel angle steel 3, flush end plate 4 and H profile steel post wing Edge are connected respectively with stainless steel bolt 5, and connect steel
Web.
Generally speaking, the node overcomes conventional node and easily occurred in fire and with solder design region under geological process
The deficiency of destruction, by using two kinds of different steel and two kinds of failure mechanism patterns, complements each other, has ensured steel structure system
Globality and integrality, available in fire-resistance and high intensity Zone steel structure system.Using assembled in situ formula construction method, also
Help to save the duration.
Finally illustrate, preferred embodiment above is merely illustrative of the technical solution of the present invention and unrestricted, although logical
Cross above preferred embodiment the present invention is described in detail, it is to be understood by those skilled in the art that can be
Various changes are made to it in form and in details, without departing from claims of the present invention limited range.
Claims (6)
1. a kind of assembled connecting node, including girder steel, steel column, it is characterised in that：Also include angle steel, end plate and bolt, it is described
Girder steel is i-shape steel beam, and the steel column is H profile steel post, and the angle steel and bolt are stainless steel；The end plate is neat
Flat end plate and girder steel end is welded on, is correspondingly provided with the steel beam web plate, end plate, the steel column edge of a wing and angle steel for through spiral shell
The bolt hole of bolt, the angle steel is arranged between the edge of a wing of girder steel two and while being connected by bolt with steel beam web plate, another side leads to
Cross bolt end plate links together with the steel column edge of a wing.
2. assembled connecting node according to claim 1, it is characterised in that：The i-shape steel beam by steel plate weld and
Into.
3. assembled connecting node according to claim 1, it is characterised in that：The i-shape steel beam is rolled section steel.
4. assembled connecting node according to claim 1, it is characterised in that：The H profile steel post is welded by steel plate.
5. assembled connecting node according to claim 1, it is characterised in that：The H profile steel post is rolled section steel.
6. assembled connecting node according to claim 1, it is characterised in that：The bolt is high strength stainless steel bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710384696.6A CN106988420A (en) | 2017-05-26 | 2017-05-26 | A kind of assembled connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710384696.6A CN106988420A (en) | 2017-05-26 | 2017-05-26 | A kind of assembled connecting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106988420A true CN106988420A (en) | 2017-07-28 |
Family
ID=59420092
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710384696.6A Pending CN106988420A (en) | 2017-05-26 | 2017-05-26 | A kind of assembled connecting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106988420A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107687208A (en) * | 2017-08-23 | 2018-02-13 | 杭萧钢构(河南)有限公司 | A kind of processing method of the connecting node of combination-type special-shaped post and i section steel beam |
| CN108331256A (en) * | 2018-04-27 | 2018-07-27 | 重庆大学 | A kind of novel steel tube concrete robustness node |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005264447A (en) * | 2004-03-16 | 2005-09-29 | Jfe Steel Kk | Joint structure of column and beam |
| CN101845854A (en) * | 2010-05-14 | 2010-09-29 | 北京工业大学 | Frame beam column fire-resistant node with catenary effect and construction method thereof |
| CN102704576A (en) * | 2012-06-28 | 2012-10-03 | 山东大学 | Fire-resistant type beam-column joint for sleeve gaskets |
| CN103510626A (en) * | 2013-01-23 | 2014-01-15 | 同济大学 | Top-bottom angle iron type node for connecting H-shaped steel beam with rectangular tubular column through unilateral bolts |
| CN204491847U (en) * | 2015-03-06 | 2015-07-22 | 上海华唐装饰集团有限公司 | A kind of H-shaped steel beam joint syndeton |
| CN105155684A (en) * | 2015-08-14 | 2015-12-16 | 浙江东南网架股份有限公司 | Steel frame integrated member for concrete core tube structures and assembly method thereof |
| CN206815524U (en) * | 2017-05-26 | 2017-12-29 | 重庆大学 | A kind of assembled connecting node |
-
2017
- 2017-05-26 CN CN201710384696.6A patent/CN106988420A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005264447A (en) * | 2004-03-16 | 2005-09-29 | Jfe Steel Kk | Joint structure of column and beam |
| CN101845854A (en) * | 2010-05-14 | 2010-09-29 | 北京工业大学 | Frame beam column fire-resistant node with catenary effect and construction method thereof |
| CN102704576A (en) * | 2012-06-28 | 2012-10-03 | 山东大学 | Fire-resistant type beam-column joint for sleeve gaskets |
| CN103510626A (en) * | 2013-01-23 | 2014-01-15 | 同济大学 | Top-bottom angle iron type node for connecting H-shaped steel beam with rectangular tubular column through unilateral bolts |
| CN204491847U (en) * | 2015-03-06 | 2015-07-22 | 上海华唐装饰集团有限公司 | A kind of H-shaped steel beam joint syndeton |
| CN105155684A (en) * | 2015-08-14 | 2015-12-16 | 浙江东南网架股份有限公司 | Steel frame integrated member for concrete core tube structures and assembly method thereof |
| CN206815524U (en) * | 2017-05-26 | 2017-12-29 | 重庆大学 | A kind of assembled connecting node |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107687208A (en) * | 2017-08-23 | 2018-02-13 | 杭萧钢构(河南)有限公司 | A kind of processing method of the connecting node of combination-type special-shaped post and i section steel beam |
| CN108331256A (en) * | 2018-04-27 | 2018-07-27 | 重庆大学 | A kind of novel steel tube concrete robustness node |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107083807A (en) | A kind of endplate connections node | |
| CN207048045U (en) | A kind of endplate connections node | |
| CN102444211B (en) | Reamed steel structure beam-column joint connected via end plate and construction method for same | |
| CN105888080B (en) | Assembled steel pipe sleeve reinforced concrete combined node and mounting method | |
| CN105839776B (en) | Buckling-restrained formula beam-column end plate connecting node and steel building | |
| CN206815524U (en) | A kind of assembled connecting node | |
| CN106948484B (en) | Beam-ends containing replaceable type rotates dissipation energy hinge and the small assembling type steel structure for being inclined cross lasso trick | |
| CN103255841A (en) | Assembly-type concrete column-steel beam overhanging end plate type node connecting device | |
| CN207160233U (en) | The unilateral connecting node of repair type beam-column and steel building after shake | |
| CN107386462A (en) | Unilateral buckling-restrained formula girder steel column connected node and steel building | |
| CN105064503A (en) | Steel tube and core tube mixed structure | |
| CN205804626U (en) | Set up the steel construction ancient building twin beams post damping node of Effects of Viscous Fluid Damper | |
| CN107355002A (en) | The unilateral connecting node of repair type beam-column and steel building after shake | |
| CN107190874A (en) | A kind of replaceable reaming bolt connecting-type energy dissipating beam section and its construction method being used in Y shape eccentrically braces structure | |
| CN107354863A (en) | A kind of assembled gate-type round steel pipe bridge pier that power consumption binder is set | |
| CN107503442A (en) | A kind of assembled connecting node of steel core concrete column and girder steel | |
| CN101368407B (en) | High tensility shock-resistant node of steel structure | |
| CN207296017U (en) | The wall beam connection structure of shear wall edge member | |
| CN105064512A (en) | Connecting structure of circular steel tube concrete column and steel beam | |
| CN105569184A (en) | One-way bolt connection node between rectangular steel pipe concrete column and H-type girders | |
| CN207228351U (en) | Unilateral buckling-restrained formula girder steel column connected node and steel building | |
| CN103790243A (en) | Steel rib concrete cross-shaped column-steel beam connecting joint | |
| CN206554255U (en) | A kind of steel structure girder column connected node by tilting end plate connection | |
| CN205088795U (en) | Variable thickness steel sheet and beam column node of web by pipe replacement are adopted to roof beam edge of a wing | |
| CN106988420A (en) | A kind of assembled connecting node |
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: 20170728 |
|
| RJ01 | Rejection of invention patent application after publication |