CN205637134U - Steel construction anti -wind post node - Google Patents
Steel construction anti -wind post node Download PDFInfo
- Publication number
- CN205637134U CN205637134U CN201620539650.8U CN201620539650U CN205637134U CN 205637134 U CN205637134 U CN 205637134U CN 201620539650 U CN201620539650 U CN 201620539650U CN 205637134 U CN205637134 U CN 205637134U
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- wind
- web
- resistant column
- steel construction
- plate
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Abstract
The utility model discloses a steel construction anti -wind post node, characterized by: bottom at the both sides bottom wing listrium of the crossbeam of anti -wind post position to the web of crossbeam is the center, and two symmetrical are parallel to each other hangs the board, becomes a pair of splint with two plate -types that hang that are parallel to each other, forms the centre gripping to the web of anti -wind post by a pair of splint, is provided with fixing hole respectively on the corresponding position of the web that hangs board and anti -wind post, runs through the fixing hole fastening connection with the bolt between the web of a pair of splint and anti -wind post. The utility model discloses vertical load and horizontal wind load can effectively be transmitted to phase, improve steel structural stability, satisfy the requirement of factory building steel construction, also are suitable for also to be applicable to house steel construction building.
Description
Technical field
This utility model 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.
Utility model content
This utility model 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, with
Phase can effectively transmit vertical load and horizontal wind excitation, improves steel construction stability, meets workshop steel structure requirement.
This utility model adopts the following technical scheme that for solving technical problem
Being structurally characterized in that of this utility model steel construction wind-resistant column node: the both sides bottom wing listrium of the crossbeam in wind-resistant column position
Bottom, centered by the web of described crossbeam, be symmetrically welded two pieces of suspension plate being parallel to each other, be parallel to each other with described two pieces
Suspension plate form a pair clamping plate, the pair of clamping plate the web of described wind-resistant column is formed clamping, in described suspension plate and anti-
It is respectively arranged with fixed via on the correspondence position of the web of wind post, is with spiral shell between the pair of clamping plate and the web of wind-resistant column
Bolt runs through described fixed via and is fastenedly connected.
The construction features of this utility model steel construction wind-resistant column node lies also in: it is two right for arranging described clamping plate, and two pairs of clamping plate are in institute
State and be arranged in juxtaposition on the web of wind-resistant column.
The construction features of this utility model steel construction wind-resistant column node lies also in: be respectively arranged with backing plate in the both sides of described suspension plate,
Backing plate described in described bolt-through.
The construction features of this utility model steel construction wind-resistant column node lies also in: described fixed via is set to the vertical of ovalize
Elongated hole, so that the vertical relative position between described suspension plate and the web of wind-resistant column can be at the length range of described vertical elongated hole
It is adjusted.
Compared with the prior art, this utility model has the beneficial effect that:
1, this utility model need not arrange angle brace between wind-resistant column and crossbeam lower flange, is suitable to the connection in large span house；
2, this utility model eliminate when being connected between latch plate with cant beam top flange may and purlin between the position punching that produces
Prominent；
3, this utility model can effective transmitting portions vertical load, and can all transmit horizontal wind excitation, in particular for roof truss
Using 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 this utility model, fixed via is arranged on the end of wind-resistant column web, and the vertical elongated hole of its ovalize can be the most local
Just construct.
5, this utility model is installed simple, easily operated, and this utility model structure is not only suitable in all types of industries Factory Building, is also suitable
Build in steel structure of housing.
Accompanying drawing explanation
Fig. 1 is this utility model main TV structure schematic diagram；
Fig. 2 is this utility model side-looking structural representation；
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 |
|---|---|---|---|
| CN201620539650.8U CN205637134U (en) | 2016-05-31 | 2016-05-31 | Steel construction anti -wind post node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620539650.8U CN205637134U (en) | 2016-05-31 | 2016-05-31 | Steel construction anti -wind post node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205637134U true CN205637134U (en) | 2016-10-12 |
Family
ID=57051018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620539650.8U Active CN205637134U (en) | 2016-05-31 | 2016-05-31 | Steel construction anti -wind post node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205637134U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888062A (en) * | 2016-05-31 | 2016-08-24 | 安徽富煌建筑设计研究有限公司 | Steel structure wind-resisting column node |
| CN111827478A (en) * | 2020-07-24 | 2020-10-27 | 中建科工集团有限公司 | Steel structure and mounting method thereof |
-
2016
- 2016-05-31 CN CN201620539650.8U patent/CN205637134U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888062A (en) * | 2016-05-31 | 2016-08-24 | 安徽富煌建筑设计研究有限公司 | Steel structure wind-resisting column node |
| CN111827478A (en) * | 2020-07-24 | 2020-10-27 | 中建科工集团有限公司 | Steel structure and mounting method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |