CN105888062A - Steel structure wind-resisting column node - Google Patents
Steel structure wind-resisting column node Download PDFInfo
- Publication number
- CN105888062A CN105888062A CN201610393143.2A CN201610393143A CN105888062A CN 105888062 A CN105888062 A CN 105888062A CN 201610393143 A CN201610393143 A CN 201610393143A CN 105888062 A CN105888062 A CN 105888062A
- Authority
- CN
- China
- Prior art keywords
- wind
- web
- resistant column
- plate
- steel structure
- 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
- E04B2001/2415—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)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a steel structure wind-resisting column node. The steel structure wind-resisting column node is characterized in that two parallel suspending plates are symmetrically welded to the bottom portions of lower flange plates on the two sides of a cross beam at the position where a wind-resisting column is located with a web of the cross beam as the center, a pair of clamping plates is formed by the two parallel suspending plates, the web of the wind-resisting column is clamped by the pair of clamping plates, fixing through holes are formed in corresponding positions of the suspending plates and the web of the wind-resisting column respectively, and a bolt penetrates through the fixing through holes to fasten and connect the clamping plates and the web of the wind-resisting column. The steel structure wind-resisting column node can effectively transmit vertical load and horizontal wind load, improve the stability of a steel structure, and meet the requirement for the workshop steel structure, and is also suitable for residence steel structure buildings.
Description
Technical field
The present invention relates to steel construction wind-resistant column node.
Background technology
Steel construction because of its easy construction, the cycle is short, overall economic efficiency is good etc., and advantage is widely applied in all types of industries building.
On the wind-resistant column of steel construction, effect has the deadweight of horizontal wind wind load, metope, wind-resistant column and wall beam deadweight, and the vertical lotus of roofing
Carry.Existing wind-resistant column hinged node is to use latch plate to link, and processing and comparison are complicated, and installation accuracy is the highest,
Being not suitable for Large-Span House structure, the connection between latch plate and crossbeam lower flange can cause girder steel because being turned round and unstability, needs
Angle brace is set or increase arranges stiffener, it is also noted that the position of girder construction angle brace in terms of wind-resistant column layout, it is to avoid position weight
Close；Connection between latch plate and cant beam top flange should be noted that and may produce conflicting in installation site with purlin.Work as roof truss
When using truss and roofing snow load bigger, use latch plate deformation relatively big, the most unfavorable to wind-resistant column stress.
Summary of the invention
The present invention is for avoiding the weak point existing for above-mentioned prior art, it is provided that a kind of steel construction wind-resistant column node, to energy
Enough effectively transmission vertical load and horizontal wind excitation, improve steel construction stability, meet workshop steel structure requirement.
The present invention solves that technical problem adopts the following technical scheme that
Being structurally characterized in that of steel construction wind-resistant column node of the present invention: the end of the both sides bottom wing listrium of the crossbeam in wind-resistant column position
Portion, centered by the web of described crossbeam, is symmetrically welded two pieces of suspension plate being parallel to each other, with described two pieces be parallel to each other outstanding
Link plate forms a pair clamping plate, the pair of clamping plate the web of described wind-resistant column is formed clamping, at described suspension plate and wind-resistant column
Web correspondence position on be respectively arranged with fixed via, be to pass through with bolt between the pair of clamping plate and the web of wind-resistant column
Wear described fixed via to be fastenedly connected.
The construction features of steel construction wind-resistant column node of the present invention lies also in: it is two right for arranging described clamping plate, and two pairs of clamping plate are described anti-
It is arranged in juxtaposition on the web of wind post.
The construction features of steel construction wind-resistant column node of the present invention lies also in: be respectively arranged with backing plate in the both sides of described suspension plate, institute
State backing plate described in bolt-through.
The construction features of steel construction wind-resistant column node of the present invention lies also in: described fixed via is set to the vertical elongated hole of ovalize,
So that the vertical relative position between described suspension plate and the web of wind-resistant column can be adjusted at the length range of described vertical elongated hole
Joint.
Compared with the prior art, the present invention has the beneficial effect that:
1, the present invention need not arrange angle brace between wind-resistant column and crossbeam lower flange, is suitable to the connection in large span house；
2, this invention removes and may conflict with the position produced between purlin when being connected between latch plate with cant beam top flange；
3, the present invention can effective transmitting portions vertical load, and can all transmit horizontal wind excitation, use in particular for roof truss
Truss and the bigger situation of roofing snow load, wind-resistant column stress is good, can effectively bear the horizontal loading at node.
4, in the present invention, fixed via is arranged on the end of wind-resistant column web, and the vertical elongated hole of its ovalize can the most conveniently be executed
Work.
5, the present invention installs simple, easily operated, and present configuration is not only suitable in all types of industries Factory Building, is also applied for house steel
Structural construction.
Accompanying drawing explanation
Fig. 1 is the present invention main TV structure schematic diagram；
Fig. 2 is side-looking structural representation of the present invention；
Label in figure: 1 crossbeam, 2 suspension plate, 3 bolts, 4 backing plates, 5 fixed vias, 6 wind-resistant columns.
Detailed description of the invention
Seeing Fig. 1 and Fig. 2, in the present embodiment, steel construction wind-resistant column node is the both sides of the crossbeam 1 in wind-resistant column 6 position
The bottom of bottom wing listrium, centered by the web of crossbeam 1, is symmetrically welded two pieces of suspension plate being parallel to each other 2, with two pieces mutually
Parallel suspension plate 2 forms a pair clamping plate, a pair clamping plate the web of wind-resistant column 6 is formed clamping, at suspension plate 2 and wind resistance
It is respectively arranged with fixed via on the correspondence position of the web of post 6, is with bolt between the web of a pair clamping plate and wind-resistant column 6
3 run through fixed via is fastenedly connected.
In being embodied as, in order to increase intensity, it is two right to be set to by clamping plate, the two pairs of clamping plate on the web of wind-resistant column 6 also
Row are arranged, it is also possible to be as shown in Figure 1, be set up in parallel two bolts 3, in the two of suspension plate 2 in a pair suspension plate 2
Side is respectively arranged with backing plate 4, and bolt 3 runs through backing plate 4.
For the ease of construction, fixed via 5 is set to the vertical elongated hole of ovalize, so that suspension plate 2 and wind-resistant column 6
Vertical position relatively between web can be adjusted at the length range of vertical elongated hole.
In installation process, first in the bottom welding suspension plate 2 of bottom wing listrium of crossbeam 1, then a pair suspension plate 2 is to wind resistance
The top web of post 6 forms clamping, and between the web of clamping plate 2 and wind-resistant column 6, contact site arranges backing plate 4, recycles spiral shell
Suspension plate 2, backing plate 4 and wind-resistant column 6 are fixedly connected by bolt 3.
Claims (4)
1. a steel construction wind-resistant column node, is characterized in that: at the both sides bottom wing listrium of the crossbeam (1) of wind-resistant column (6) position
Bottom, centered by the web of described crossbeam (1), be symmetrically welded two pieces of suspension plate being parallel to each other (2), with described two pieces of phases
The most parallel suspension plate (2) forms a pair clamping plate, the pair of clamping plate the web of described wind-resistant column (6) is formed clamping, in institute
Fixed via (5) it is respectively arranged with, at the pair of clamping plate with anti-on the correspondence position of the web stating suspension plate (2) and wind-resistant column (6)
It is to run through described fixed via with bolt (3) to be fastenedly connected between the web of wind post (6).
Steel construction wind-resistant column node the most according to claim 1, is characterized in that: it is two right for arranging described clamping plate, and two to folder
Plate is arranged in juxtaposition on the web of described wind-resistant column (6).
Steel construction wind-resistant column node the most according to claim 1, is characterized in that: in the both sides of described suspension plate (2) respectively
Being provided with backing plate (4), described bolt (3) runs through described backing plate (4).
Steel construction wind-resistant column node the most according to claim 1, is characterized in that: described fixed via (5) is set in ellipse
Circular vertical elongated hole, so that the vertical relative position between described suspension plate (2) and the web of wind-resistant column (6) can be described perpendicular
It is adjusted to the length range of elongated hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610393143.2A CN105888062A (en) | 2016-05-31 | 2016-05-31 | Steel structure wind-resisting column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610393143.2A CN105888062A (en) | 2016-05-31 | 2016-05-31 | Steel structure wind-resisting column node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105888062A true CN105888062A (en) | 2016-08-24 |
Family
ID=56709915
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610393143.2A Pending CN105888062A (en) | 2016-05-31 | 2016-05-31 | Steel structure wind-resisting column node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105888062A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374212A (en) * | 2019-08-06 | 2019-10-25 | 中国电力工程顾问集团华东电力设计院有限公司 | A kind of connection structure and roof truss structure of roof system and wind-resistant column |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103132603A (en) * | 2013-03-25 | 2013-06-05 | 唐山学院 | Temperature stress releasing structure of large-size steel structure building |
| CN203080698U (en) * | 2013-03-08 | 2013-07-24 | 山东上冶钢构股份有限公司 | Windproof column top connection node of steel structure |
| CN203200985U (en) * | 2013-02-06 | 2013-09-18 | 中国核电工程有限公司 | Light steel structure plant wind-resisting column and roof beam connection structure |
| CN105178450A (en) * | 2015-09-29 | 2015-12-23 | 中铁城市规划设计研究院有限公司 | Wind-resisting column and door rigid beam joint structure |
| CN205024851U (en) * | 2015-09-29 | 2016-02-10 | 中铁城市规划设计研究院有限公司 | Connected node structure of firm roof beam of anti -wind post AND gate |
| CN205637134U (en) * | 2016-05-31 | 2016-10-12 | 安徽富煌建筑设计研究有限公司 | Steel construction anti -wind post node |
-
2016
- 2016-05-31 CN CN201610393143.2A patent/CN105888062A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203200985U (en) * | 2013-02-06 | 2013-09-18 | 中国核电工程有限公司 | Light steel structure plant wind-resisting column and roof beam connection structure |
| CN203080698U (en) * | 2013-03-08 | 2013-07-24 | 山东上冶钢构股份有限公司 | Windproof column top connection node of steel structure |
| CN103132603A (en) * | 2013-03-25 | 2013-06-05 | 唐山学院 | Temperature stress releasing structure of large-size steel structure building |
| CN105178450A (en) * | 2015-09-29 | 2015-12-23 | 中铁城市规划设计研究院有限公司 | Wind-resisting column and door rigid beam joint structure |
| CN205024851U (en) * | 2015-09-29 | 2016-02-10 | 中铁城市规划设计研究院有限公司 | Connected node structure of firm roof beam of anti -wind post AND gate |
| CN205637134U (en) * | 2016-05-31 | 2016-10-12 | 安徽富煌建筑设计研究有限公司 | Steel construction anti -wind post node |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374212A (en) * | 2019-08-06 | 2019-10-25 | 中国电力工程顾问集团华东电力设计院有限公司 | A kind of connection structure and roof truss structure of roof system and wind-resistant column |
| CN110374212B (en) * | 2019-08-06 | 2024-05-17 | 中国电力工程顾问集团华东电力设计院有限公司 | Connection structure of roof and anti-wind post and roof truss structure |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160824 |
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| RJ01 | Rejection of invention patent application after publication |