CN205189145U - Antidetonation local -style dwelling houses steel structure skeleton's connection structure - Google Patents
Antidetonation local -style dwelling houses steel structure skeleton's connection structure Download PDFInfo
- Publication number
- CN205189145U CN205189145U CN201520922710.XU CN201520922710U CN205189145U CN 205189145 U CN205189145 U CN 205189145U CN 201520922710 U CN201520922710 U CN 201520922710U CN 205189145 U CN205189145 U CN 205189145U
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- post
- web
- plate
- flange
- shaped steel
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Abstract
The utility model discloses an antidetonation local -style dwelling houses steel structure skeleton's connection structure aims at providing the antidetonation local -style dwelling houses steel structure skeleton's connection structure that the shock resistance is strong. It includes interconnect's H shaped steel post and H shaped steel roof beam, H shaped steel post includes the column flange board of two parallels and the post web of connecting two column flange boards, H shaped steel roof beam includes the flange board of two parallels and the web of connecting two flange boards, the column flange board inclines to fix with being connected of H shaped steel roof beam and sets up the column flange stiffening plate, sets up first flange on the column flange stiffening plate and is connected with the H shaped steel roof beam of this side through the bolt, corresponding high department with H shaped steel roof beam is fixed on the post web sets up post web stiffening plate, and the both sides of post web are provided with the horizontal fin board of connecting two column flange boards and post web, the both sides of horizontal fin board set up the spliced pole web, and with the vertical web of horizontal fin board vertically, the tip of horizontal fin board sets up the second flange and is connected with the H shaped steel roof beam of this side through the bolt.
Description
Technical field
The utility model relates to technical field of buildings, especially relates to a kind of syndeton of antidetonation local-style dwelling houses steel structure skeleton.
Background technology
In Chinese countryside, since ancient times often centered by big family, several generations live together, and mutually look after, interdepend, be looked after properly in the old age, rarely to comply with.In recent years, due to a variety of causes, on the body construction, existing building is mostly the poor non-steel work of anti-seismic performance, even if used steel work, also because assemblingization degree is not high, cause assembling trouble, shock resistance is poor, affects earthquake relief work efficiency.
Utility model content
The utility model overcomes shortcoming of the prior art, provides a kind of assembling fast and reliable, the syndeton of the antidetonation local-style dwelling houses steel structure skeleton that shock resistance is strong.
In order to solve the problems of the technologies described above, the utility model is achieved through the following technical solutions:
A kind of syndeton of antidetonation local-style dwelling houses steel structure skeleton, comprise interconnective H profile steel post and H profile steel beam, described H profile steel post comprises two parallel post frange plates and the column web being connected two post frange plates, and described H profile steel beam comprises two parallel beam flange plates and the web being connected two beam flange plates; The connection side of described post frange plate and H profile steel beam is fixedly installed post edge of a wing stiffening plate, post edge of a wing stiffening plate arranges the first flange and is connected with the H profile steel beam of this side by bolt; Described column web is fixedly installed column web stiffening plate with H profile steel Liang Xiangyinggaoduchu, and the both sides of column web are provided with the horizontal wing plate of connection two post frange plate and column web, the both sides of horizontal wing plate arrange joint pin web and the vertical web vertical with horizontal wing plate; The end of described horizontal wing plate is arranged the second flange and is connected with the H profile steel beam of this side by bolt.
Preferably, described post edge of a wing stiffening plate and post frange plate are welded to connect.
Preferably, described column web stiffening plate and column web are welded to connect.
Preferably, described post frange plate, column web and horizontal wing plate are welded to connect.
Preferably, described column web, horizontal wing plate and vertical web are welded to connect.
Compared with prior art, the utility model tool has the following advantages:
The utility model is reasonable in design, installs quick and convenient, and connection reliability is strong, has the shock resistance of higher level; Simultaneously because the utility model assembling rate is high, effectively can reduce the loss that earthquake brings, accelerate earthquake relief work speed.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the utility model partial structurtes schematic diagrames.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not paying the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
The syndeton of the local-style dwelling houses of antidetonation shown in Fig. 1 steel structure skeleton, comprise interconnective H profile steel post 141 and H profile steel beam 142, described H profile steel post 141 comprises two parallel post frange plates and the column web being connected two post frange plates, and described H profile steel beam 142 comprises two parallel beam flange plates and the web being connected two beam flange plates; The connection side of described post frange plate and H profile steel beam 142 is fixedly installed post edge of a wing stiffening plate 151, post edge of a wing stiffening plate 151 is arranged the first flange 157 and is connected with the H profile steel beam 142 of this side by bolt; Described column web is fixedly installed column web stiffening plate 152 with H profile steel beam 142 corresponding height place, and the both sides of column web are provided with the horizontal wing plate 155 of connection two post frange plate and column web, the both sides of horizontal wing plate 155 arrange joint pin web and the vertical web 156 vertical with horizontal wing plate 155; The end of described horizontal wing plate 155 is arranged the second flange 153 and is connected with the H profile steel beam 142 of this side by bolt.
Wherein, described post edge of a wing stiffening plate 151 and post frange plate are welded to connect.Described column web stiffening plate 152 is welded to connect with column web.Described post frange plate, column web and horizontal wing plate 155 are welded to connect.Described column web, horizontal wing plate 155 are welded to connect with vertical web 156.
The utility model is reasonable in design, installs quick and convenient, and connection reliability is strong, has the shock resistance of higher level; Simultaneously because the utility model assembling rate is high, effectively can reduce the loss that earthquake brings, accelerate earthquake relief work speed.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (5)
1. the syndeton of an antidetonation local-style dwelling houses steel structure skeleton, comprise interconnective H profile steel post and H profile steel beam, described H profile steel post comprises two parallel post frange plates and the column web being connected two post frange plates, and described H profile steel beam comprises two parallel beam flange plates and the web being connected two beam flange plates; It is characterized in that: the connection side of described post frange plate and H profile steel beam is fixedly installed post edge of a wing stiffening plate, post edge of a wing stiffening plate arranges the first flange and is connected with the H profile steel beam of this side by bolt; Described column web is fixedly installed column web stiffening plate with H profile steel Liang Xiangyinggaoduchu, and the both sides of column web are provided with the horizontal wing plate of connection two post frange plate and column web, the both sides of horizontal wing plate arrange joint pin web and the vertical web vertical with horizontal wing plate; The end of described horizontal wing plate is arranged the second flange and is connected with the H profile steel beam of this side by bolt.
2. the syndeton of antidetonation local-style dwelling houses steel structure skeleton according to claim 1, is characterized in that: described post edge of a wing stiffening plate and post frange plate are welded to connect.
3. the syndeton of antidetonation local-style dwelling houses steel structure skeleton according to claim 2, is characterized in that: described column web stiffening plate and column web are welded to connect.
4. the syndeton of antidetonation local-style dwelling houses steel structure skeleton according to claim 3, is characterized in that: described post frange plate, column web and horizontal wing plate are welded to connect.
5. the syndeton of antidetonation local-style dwelling houses steel structure skeleton according to claim 4, is characterized in that: described column web, horizontal wing plate and vertical web are welded to connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520922710.XU CN205189145U (en) | 2015-11-18 | 2015-11-18 | Antidetonation local -style dwelling houses steel structure skeleton's connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520922710.XU CN205189145U (en) | 2015-11-18 | 2015-11-18 | Antidetonation local -style dwelling houses steel structure skeleton's connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205189145U true CN205189145U (en) | 2016-04-27 |
Family
ID=55782146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520922710.XU Expired - Fee Related CN205189145U (en) | 2015-11-18 | 2015-11-18 | Antidetonation local -style dwelling houses steel structure skeleton's connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205189145U (en) |
-
2015
- 2015-11-18 CN CN201520922710.XU patent/CN205189145U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160427 Termination date: 20201118 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |