CN205189117U - Steel structure skeleton of two -layer antidetonation local -style dwelling houses - Google Patents
Steel structure skeleton of two -layer antidetonation local -style dwelling houses Download PDFInfo
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- CN205189117U CN205189117U CN201520922719.0U CN201520922719U CN205189117U CN 205189117 U CN205189117 U CN 205189117U CN 201520922719 U CN201520922719 U CN 201520922719U CN 205189117 U CN205189117 U CN 205189117U
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- shaped steel
- profile steel
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Abstract
The utility model discloses a steel structure skeleton of two -layer antidetonation local -style dwelling houses aims at providing the steel structure skeleton of two -layer antidetonation local -style dwelling houses that the bearing capacity is big. It includes H shaped steel post and the fixed connection two -layer H shaped steel roof beam on H shaped steel post, H shaped steel post is installed on the ground through buried bolt in advance, web that post web that H shaped steel post includes two parallel column flange boards and connects two column flange boards, H shaped steel roof beam include two parallel flange boards and connect 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 horizontal fin board that the side was provided with two column flange boards of connection and post web of being connected of post web and H shaped steel roof beam, and the both sides of horizontal fin board set up vertical web, 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 civilian construction technical field, especially relates to a kind of steel structure skeleton of two-layer antidetonation local-style dwelling houses.
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, young couple wishes the constraint departing from big family, live in the nuclear family of unmanned constraint independence and freedom, thus traditional big family's pattern starts to decompose, also inevitably bring series of problems, the elderly is without taking care of condition nearby simultaneously, children lack the treatment of the elderly and foster, and multiple bad behavior increases sharply; The disastrous effects such as on the flooring gather in season, because traditional house supporting capacity is poor, grain cannot shine in a large number, storing up, grain drying, storage can only carry out on ground, and floor area is limited, and the too large even grain quality that causes consuming one's energy is bad.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 strong and steel structure skeleton of the two-layer antidetonation local-style dwelling houses that bearing capacity is large of shock resistance.
In order to solve the problems of the technologies described above, the utility model is achieved through the following technical solutions:
A steel structure skeleton for two-layer antidetonation local-style dwelling houses, comprises H profile steel post and is fixedly connected on the two-layer H profile steel beam on H profile steel post; Described H profile steel post is installed on ground by pre-embedded bolt, and 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 column web and the connection side of H profile steel beam are provided with the horizontal wing plate being connected two post frange plates 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:
(1) steel structure skeleton supporting capacity of the present utility model is strong, can shine, grain storage food on flooring, effectively increases the solarization of grain, storage place, the quality of raising grain.
(2) 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 structural representation of the present utility model.
Fig. 2 is the partial sectional view of A-A in Fig. 1.
Fig. 3 is the partial sectional view of B-B in Fig. 1.
Fig. 4 is the partial sectional view of C-C in Fig. 1.
Fig. 5 is the partial sectional view of H profile steel post junction steel structure skeleton being positioned at center.
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 steel structure skeleton of two-layer antidetonation local-style dwelling houses shown in Fig. 1-5, the two-layer H profile steel beam 142 comprising H profile steel post 141 and be fixedly connected on H profile steel post 141; Described H profile steel post 141 is installed on ground by pre-embedded bolt, and 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 column web and the connection side of H profile steel beam 142 are provided with the horizontal wing plate 155 being connected two post frange plates 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.
Steel structure skeleton supporting capacity of the present utility model is strong, can shine, grain storage food on flooring, effectively increases the solarization of grain, storage place, the quality of raising grain.It is reasonable in design, installs quick and convenient, and connection reliability is strong, has the shock resistance of higher level.
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. a steel structure skeleton for two-layer antidetonation local-style dwelling houses, comprises H profile steel post and is fixedly connected on the two-layer H profile steel beam on H profile steel post; Described H profile steel post is installed on ground by pre-embedded bolt, and 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 column web and the connection side of H profile steel beam are provided with the horizontal wing plate being connected two post frange plates 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 steel structure skeleton of two-layer antidetonation local-style dwelling houses 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 steel structure skeleton of two-layer antidetonation local-style dwelling houses according to claim 2, is characterized in that: described column web stiffening plate and column web are welded to connect.
4. the steel structure skeleton of two-layer antidetonation local-style dwelling houses according to claim 3, is characterized in that: described post frange plate, column web and horizontal wing plate are welded to connect.
5. the steel structure skeleton of two-layer antidetonation local-style dwelling houses 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 |
|---|---|---|---|
| CN201520922719.0U CN205189117U (en) | 2015-11-18 | 2015-11-18 | Steel structure skeleton of two -layer antidetonation local -style dwelling houses |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520922719.0U CN205189117U (en) | 2015-11-18 | 2015-11-18 | Steel structure skeleton of two -layer antidetonation local -style dwelling houses |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205189117U true CN205189117U (en) | 2016-04-27 |
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ID=55782118
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520922719.0U Expired - Fee Related CN205189117U (en) | 2015-11-18 | 2015-11-18 | Steel structure skeleton of two -layer antidetonation local -style dwelling houses |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205189117U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112324158A (en) * | 2020-11-12 | 2021-02-05 | 长安大学 | Assembling method for H-shaped steel combined special-shaped column portal rigid frame structure |
-
2015
- 2015-11-18 CN CN201520922719.0U patent/CN205189117U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112324158A (en) * | 2020-11-12 | 2021-02-05 | 长安大学 | Assembling method for H-shaped steel combined special-shaped column portal rigid frame structure |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160427 Termination date: 20201118 |