CN204676697U - A kind of steel structure frame of house - Google Patents
A kind of steel structure frame of house Download PDFInfo
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- CN204676697U CN204676697U CN201420766334.5U CN201420766334U CN204676697U CN 204676697 U CN204676697 U CN 204676697U CN 201420766334 U CN201420766334 U CN 201420766334U CN 204676697 U CN204676697 U CN 204676697U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 166
- 239000010959 steel Substances 0.000 title claims abstract description 166
- 238000005452 bending Methods 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 10
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
Abstract
The utility model discloses a kind of steel structure frame (1) of house, steel structure frame (1) comprises steel I-column (10), steel I-beam (11), light steel wall (12); Light steel wall (12) comprises one day keel (121), a ground joist (122), two avris centre keels (123) and multiple middle centre keel (124), they keel (121), ground joist (122) are the U-shaped steel of cold bending thin wall, and avris centre keel (123) and middle centre keel (124) are cold-formed thin-walled C steel; The length of the frange plate of steel I-column (10) is greater than the web length of the sky keel (124) of twice, and the length of the frange plate of steel I-beam (11) is greater than the web length of day keel (124) and is less than the length of the frange plate of steel I-column (10).Light-duty steel construction house framework in the utility model can meet load-bearing requirements can reach again saving steel effect.
Description
Technical field
The utility model relates to house technical field, particularly relates to a kind of steel structure frame of house.
Background technology
At present, integrated house with its short construction period, safe and reliable, environmental pollution is little, the advantage such as handsome in appearance is widely used.The alternative traditional architecture of this integrated house, with the requirement of satisfied individual, household resident, and even meets the demand in the functional rooms such as community, school, dormitory, hotel, hospital, Landscape Region.The research direction of this area for the steel structure frame that can meet load-bearing requirements and can reach again saving steel effect in integrated house always.
Utility model content
For the problems referred to above, the purpose of this utility model is to provide a kind of steel structure frame of a kind of house overcome the above problems.
The invention provides a kind of steel structure frame of house, described steel structure frame comprises steel I-column, is fixedly connected on the steel I-beam between two steel I-columns, the light steel wall be all fixedly connected with described steel I-beam with described steel I-column; Described light steel wall comprises one day keel, a ground joist, two avris centre keels and multiple middle centre keel, and described sky keel, ground joist are the U-shaped steel of cold bending thin wall, and described avris centre keel and described middle centre keel are cold-formed thin-walled C steel;
The length of the frange plate of described steel I-column is greater than the web length of the described sky keel of twice, and the length of the frange plate of described steel I-beam is greater than the web length of described sky keel and is less than the length of the frange plate of described steel I-column.
Wherein, described avris centre keel is fixedly connected with by the connector of L-type section with the frange plate of described steel I-column, first plate of described connector is fixedly connected with the web of described avris centre keel or frange plate, and the second plate of described connector welds with the outside of the frange plate of described steel I-column or inner side.
Wherein, when the web of described avris centre keel is parallel with the frange plate of described steel I-column, first plate of the frange plate and described connector that are positioned at the frange plate medium position of described steel I-column in described avris centre keel is fixedly connected with by self threading pin, and the second plate of described connector welds with the middle part of the frange plate of described steel I-column.
Wherein, when the web of described avris centre keel is parallel with the frange plate of described steel I-column, first plate of the frange plate and described connector that are positioned at the frange plate end position of described steel I-column in described avris centre keel is fixedly connected with by self threading pin, and the second plate of described connector welds with the inner side of the frange plate of described steel I-column.
Wherein, when the web of described avris centre keel is vertical with the frange plate of described steel I-column, the web of described avris centre keel is fixedly connected with by self threading pin with the first plate of described connector, and the second plate of described connector welds with the inner side of the frange plate of steel I-column 10.
Wherein, the web of described avris centre keel is vertical with the frange plate of described steel I-column, the web of described avris centre keel is fixedly connected with by self threading pin with the first plate of described connector, and the second plate of this connector welds with the outside of the frange plate of steel I-column 10.
Wherein, in the first floor of described steel structure frame, the web of the ground joist of described light steel wall is fixedly connected with by expansion bolt with grade beam, and the web of the sky keel of described light steel wall is fixedly connected with by the connector of L-type section with the lower wing plate of described steel I-beam.
Wherein, in the N+1 layer of described steel structure frame, the web of the ground joist of described light steel wall is fixedly connected with the connector of the steel I-beam in n-th layer by L-type section, wherein the N positive integer that is greater than zero.
Wherein, the N+1 layer of described steel structure frame comprises concrete floor, described concrete floor is fixedly connected with the steel I-beam of n-th layer, and in described N+1 layer, the ground joist of light steel wall is fixedly connected with by expansion bolt with described concrete floor, wherein the N positive integer that is greater than zero.
Wherein, the frange plate of described steel I-column and the length of web identical and be all positioned at the scope of 280 millimeters to 320 millimeters, the length of the frange plate of described steel I-beam is positioned at the scope of 150 millimeters to 200 millimeters, the length of web is positioned at the scope of 350 millimeters to 450 millimeters, and the length of the web of described sky keel and described ground joist is 90 millimeters or 140 millimeters.
The light-duty steel construction house framework provided in the utility model can meet load-bearing requirements can reach again saving steel effect, can be widely used in various building types.
Accompanying drawing explanation
To be incorporated in manual and the accompanying drawing forming a part for manual shows embodiment of the present utility model, and together with the description for explaining principle of the present utility model.In the drawings, similar Reference numeral is used for key element like representation class.Accompanying drawing in the following describes is embodiments more of the present utility model, instead of whole embodiment.For those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the steel structure frame in house in the utility model;
Fig. 2 is the first syndeton schematic diagram of avris centre keel and steel I-column in the utility model;
Fig. 3 is the second syndeton schematic diagram of avris centre keel and steel I-column in the utility model;
Fig. 4 is the third syndeton schematic diagram of avris centre keel and steel I-column in the utility model;
Fig. 5 is the 4th kind of syndeton schematic diagram of avris centre keel and steel I-column in the utility model;
Fig. 6 is the syndeton schematic diagram of sky keel and ground joist and steel I-beam in the utility model.
Detailed description of the invention
For making the object of the utility model embodiment, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the utility model embodiment, technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is 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 making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.It should be noted that, when not conflicting, the embodiment in the application and the feature in embodiment can be combined mutually.
Fig. 1 is the structural representation of the steel structure frame in house in the utility model.As shown in Figure 1, this building structure 1 comprises multiple steel I-column 10, is fixedly connected on the steel I-beam 11 between two steel I-columns 10, the light steel wall 12 be all fixedly connected with steel I-column 10 and steel I-beam 11.Light steel wall 12 comprises one day keel 121, ground joist, 122, two avris centre keels 123 and multiple middle centre keel 124.They keel 121, ground joist 122 are the U-shaped steel of cold bending thin wall, and avris centre keel 123 and middle centre keel 124 are cold-formed thin-walled C steel.Wherein, the length of the frange plate of steel I-column 10 is greater than the web length of the sky keel 124 of twice, and the length of the frange plate of steel I-beam 11 is greater than the web length of day keel 124 and is less than the length of the frange plate of steel I-column 10.
The size of above-mentioned each assembly can have multiple set-up mode, also specifically can arrange according to concrete stressing conditions.In typical embodiment, the frange plate of steel I-column 10 and the length of web identical and be all positioned at the scope of 280 millimeters to 320 millimeters, the length of the frange plate of steel I-beam 11 is positioned at the scope of 150 millimeters to 200 millimeters, the length of web is positioned at the scope of 350 millimeters to 450 millimeters, and the length of the web of sky keel 121 and ground joist 122 is 90 millimeters or 140 millimeters.
Avris centre keel 123 is fixedly connected with by the connector of L-type section with the frange plate of steel I-column 10, first plate of connector is fixedly connected with the web of avris centre keel 123 or frange plate, and the second plate of connector welds with the outside of the frange plate of steel I-column 10 or inner side.The following detailed description of concrete connected mode.
Fig. 2 is the first syndeton schematic diagram of avris centre keel and steel I-column in the utility model.As shown in Figure 2, the web of avris centre keel 123 is parallel with the frange plate of steel I-column 10, first plate of the frange plate and connector that are positioned at the frange plate medium position of steel I-column 10 in avris centre keel 123 is fixedly connected with by self threading pin, and the second plate of connector welds with the middle part of the frange plate of steel I-column 10.Medium position in this example is only used as example, can determine the link position of steel I-column, avris centre keel 123 and connector in Practical Project as required.
Fig. 3 is the second syndeton schematic diagram of avris centre keel and steel I-column in the utility model.As shown in Figure 3, the web of avris centre keel 123 is parallel with the frange plate of steel I-column 10, first plate of the frange plate and connector that are positioned at the frange plate end position of steel I-column 10 in avris centre keel 123 is fixedly connected with by self threading pin, and the second plate of this connector welds with the inner side of the frange plate of steel I-column 10.
Fig. 4 is the third syndeton schematic diagram of avris centre keel and steel I-column in the utility model.As shown in Figure 4, the web of avris centre keel 123 is vertical with the frange plate of steel I-column 10, the web of avris centre keel 123 is fixedly connected with by self threading pin with the first plate of connector, and the second plate of this connector welds with the inner side of the frange plate of steel I-column 10.
Fig. 5 is the 4th kind of syndeton schematic diagram of avris centre keel and steel I-column in the utility model.As shown in Figure 5, the web of avris centre keel 123 is vertical with the frange plate of steel I-column 10, the web of avris centre keel 123 is fixedly connected with by self threading pin with the first plate of connector, and the second plate of this connector welds with the outside of the frange plate of steel I-column 10.
Steel I-beam 11 and steel I-column 10 are by weld or connector is fixedly connected with.Concrete, when the web of steel I-beam 11 is parallel with the web of steel I-column 10, the frange plate of steel I-beam 11 and/or web weld with the outside of a frange plate of steel I-column 10, or are fixedly connected with by connector.When the web of steel I-beam 11 is vertical with the web of steel I-column 10, the frange plate of steel I-beam 11 and/or web weld with the web of steel I-column 10 and/or the inner side of a frange plate, or are fixedly connected with by connector.
Fig. 6 is the syndeton schematic diagram of sky keel and ground joist and steel I-beam in the utility model.
In the first floor of steel structure frame 1, the web of the ground joist 122 of light steel wall 12 is fixedly connected with by expansion bolt with grade beam, and the web of the sky keel 121 of light steel wall 12 is fixedly connected with by the connector of L-type section with the lower wing plate of steel I-beam 11.
In the N+1 layer of steel structure frame 1, the web of the ground joist 122 of light steel wall 12 is fixedly connected with by the connector of L-type section with the steel I-beam 11 in n-th layer, wherein the N positive integer that is greater than zero.
The N+1 layer of steel structure frame 1 comprises concrete floor, and concrete floor is fixedly connected with the steel I-beam 11 of n-th layer, and in N+1 layer, the ground joist 122 of light steel wall 12 is fixedly connected with by expansion bolt with concrete floor, wherein the N positive integer that is greater than zero.
The light-duty steel construction house framework provided in the utility model can meet load-bearing requirements can reach again saving steel effect.
Above-described content can combine enforcement individually or in every way, and these variant are all within protection domain of the present utility model.
The concrete dimensional values of the component listed in the utility model is exemplary value, and the dimensional parameters of different component needs to adopt different numerical value in Practical Project according to building construction.
It should be noted that, in this article, term " comprises ", " comprising " or its any other variant are intended to contain comprising of nonexcludability, thus make to comprise the article of a series of key element or equipment not only comprises those key elements, but also comprise other key elements clearly do not listed, or also comprise by this article or the intrinsic key element of equipment.When not more restrictions, the key element limited by statement " comprising ... ", and be not precluded within the article or equipment comprising described key element and also there is other identical element.
Above embodiment only in order to the technical solution of the utility model and unrestricted to be described, has only been described in detail the utility model with reference to preferred embodiment.Those of ordinary skill in the art should be appreciated that and can modify to the technical solution of the utility model or equivalent replacement, and does not depart from the spirit and scope of technical solutions of the utility model, all should be encompassed in the middle of right of the present utility model.
Claims (10)
1. the steel structure frame (1) in a house, it is characterized in that, described steel structure frame (1) comprises steel I-column (10), be fixedly connected on the steel I-beam (11) between two steel I-columns (10), the light steel wall (12) be all fixedly connected with described steel I-column (10) and described steel I-beam (11); Described light steel wall (12) comprises one day keel (121), a ground joist (122), two avris centre keels (123) and multiple middle centre keel (124), described sky keel (121), ground joist (122) are the U-shaped steel of cold bending thin wall, and described avris centre keel (123) and described middle centre keel (124) are cold-formed thin-walled C steel;
The length of the frange plate of described steel I-column (10) is greater than the web length in described sky keel (124) of twice, and the length of the frange plate of described steel I-beam (11) is greater than the web length in described sky keel (124) and is less than the length of the frange plate of described steel I-column (10).
2. steel structure frame (1) as claimed in claim 1, is characterized in that,
Described avris centre keel (123) is fixedly connected with by the connector of L-type section with the frange plate of described steel I-column (10), first plate of described connector is fixedly connected with the web of described avris centre keel (123) or frange plate, and the second plate of described connector welds with the outside of the frange plate of described steel I-column (10) or inner side.
3. steel structure frame (1) as claimed in claim 2, is characterized in that,
When the web of described avris centre keel (123) is parallel with the frange plate of described steel I-column (10), first plate of the frange plate and described connector that are positioned at the frange plate medium position of described steel I-column (10) in described avris centre keel (123) is fixedly connected with by self threading pin, and the second plate of described connector welds with the middle part of the frange plate of described steel I-column (10).
4. steel structure frame (1) as claimed in claim 2, is characterized in that,
When the web of described avris centre keel (123) is parallel with the frange plate of described steel I-column (10), first plate of the frange plate and described connector that are positioned at the frange plate end position of described steel I-column (10) in described avris centre keel (123) is fixedly connected with by self threading pin, and the second plate of described connector welds with the inner side of the frange plate of described steel I-column (10).
5. steel structure frame (1) as claimed in claim 2, is characterized in that,
When the web of described avris centre keel (123) is vertical with the frange plate of described steel I-column (10), the described web of avris centre keel (123) is fixedly connected with by self threading pin with the first plate of described connector, and the second plate of described connector welds with the inner side of the frange plate of steel I-column 10.
6. steel structure frame (1) as claimed in claim 2, is characterized in that,
The web of described avris centre keel (123) is vertical with the frange plate of described steel I-column (10), the described web of avris centre keel (123) is fixedly connected with by self threading pin with the first plate of described connector, and the second plate of this connector welds with the outside of the frange plate of steel I-column (10).
7. steel structure frame (1) as claimed in claim 1, is characterized in that,
In the first floor of described steel structure frame (1), the web of the ground joist (122) of described light steel wall (12) is fixedly connected with by expansion bolt with grade beam, and the web of the sky keel (121) of described light steel wall (12) is fixedly connected with by the connector of L-type section with the lower wing plate of described steel I-beam (11).
8. steel structure frame (1) as claimed in claim 1, is characterized in that,
In the N+1 layer of described steel structure frame (1), the web of the ground joist (122) of described light steel wall (12) is fixedly connected with by the connector of L-type section with the steel I-beam (11) in n-th layer, wherein the N positive integer that is greater than zero.
9. steel structure frame (1) as claimed in claim 1, is characterized in that,
The N+1 layer of described steel structure frame (1) comprises concrete floor, described concrete floor is fixedly connected with the steel I-beam (11) of n-th layer, in described N+1 layer, the ground joist (122) of light steel wall (12) is fixedly connected with by expansion bolt with described concrete floor, wherein the N positive integer that is greater than zero.
10. steel structure frame (1) as claimed in claim 1, is characterized in that,
The frange plate of described steel I-column (10) and the length of web identical and be all positioned at the scope of 280 millimeters to 320 millimeters, the length of the frange plate of described steel I-beam (11) is positioned at the scope of 150 millimeters to 200 millimeters, the length of web is positioned at the scope of 350 millimeters to 450 millimeters, and the length of the web of described sky keel (121) and described ground joist (122) is 90 millimeters or 140 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420766334.5U CN204676697U (en) | 2014-12-05 | 2014-12-05 | A kind of steel structure frame of house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420766334.5U CN204676697U (en) | 2014-12-05 | 2014-12-05 | A kind of steel structure frame of house |
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| Publication Number | Publication Date |
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| CN204676697U true CN204676697U (en) | 2015-09-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420766334.5U Expired - Fee Related CN204676697U (en) | 2014-12-05 | 2014-12-05 | A kind of steel structure frame of house |
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| CN (1) | CN204676697U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088401A (en) * | 2016-06-22 | 2016-11-09 | 北京工业大学 | A kind of assembled light steel frame insulation anti-side panel structure being applicable to villages and small towns multi-storey building and the practice |
| CN106638978A (en) * | 2016-11-07 | 2017-05-10 | 陶永春 | Joint structure of assembly type PC precast load-bearing wall plate combined with light steel frame |
| CN106759866A (en) * | 2016-12-27 | 2017-05-31 | 浙江圣鑫建设有限公司 | A kind of lightweight steel frame light gauge cold-formed steel shape wall composite construction building construction system |
| CN106759863A (en) * | 2016-11-23 | 2017-05-31 | 广州电力机车有限公司 | A kind of modularization steel house frame structure |
| CN108756022A (en) * | 2018-07-23 | 2018-11-06 | 常州工程职业技术学院 | Light steel wall fast connection unit and its assembly method are filled out in a kind of structural steel frame |
| CN109403512A (en) * | 2018-11-16 | 2019-03-01 | 北新房屋有限公司 | A kind of external wall system and installation method |
| CN110206138A (en) * | 2019-07-09 | 2019-09-06 | 捷瑞特（天津）新型建材科技有限公司 | The connecting joint structure and assembled architecture of wall body module and corner post |
-
2014
- 2014-12-05 CN CN201420766334.5U patent/CN204676697U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088401A (en) * | 2016-06-22 | 2016-11-09 | 北京工业大学 | A kind of assembled light steel frame insulation anti-side panel structure being applicable to villages and small towns multi-storey building and the practice |
| CN106088401B (en) * | 2016-06-22 | 2018-08-21 | 北京工业大学 | A kind of assembled light steel frame-heat preservation anti-side panel structure and the practice suitable for villages and small towns multi-storey building |
| CN106638978A (en) * | 2016-11-07 | 2017-05-10 | 陶永春 | Joint structure of assembly type PC precast load-bearing wall plate combined with light steel frame |
| CN106638978B (en) * | 2016-11-07 | 2018-09-21 | 陶永春 | The node structure of the prefabricated load-bearing wall panel combination light weight steel frames of assembled PC |
| CN106759863A (en) * | 2016-11-23 | 2017-05-31 | 广州电力机车有限公司 | A kind of modularization steel house frame structure |
| CN106759866A (en) * | 2016-12-27 | 2017-05-31 | 浙江圣鑫建设有限公司 | A kind of lightweight steel frame light gauge cold-formed steel shape wall composite construction building construction system |
| CN106759866B (en) * | 2016-12-27 | 2017-12-01 | 浙江圣鑫建设有限公司 | A kind of lightweight steel frame light gauge cold-formed steel shape wall composite construction building construction system |
| CN108756022A (en) * | 2018-07-23 | 2018-11-06 | 常州工程职业技术学院 | Light steel wall fast connection unit and its assembly method are filled out in a kind of structural steel frame |
| CN108756022B (en) * | 2018-07-23 | 2023-09-26 | 常州工程职业技术学院 | Quick connection unit for steel frame filled light steel wall and assembly method thereof |
| CN109403512A (en) * | 2018-11-16 | 2019-03-01 | 北新房屋有限公司 | A kind of external wall system and installation method |
| CN110206138A (en) * | 2019-07-09 | 2019-09-06 | 捷瑞特（天津）新型建材科技有限公司 | The connecting joint structure and assembled architecture of wall body module and corner post |
| CN110206138B (en) * | 2019-07-09 | 2024-02-23 | 捷士通(天津)集成房屋有限公司 | Connecting node structure of wall body module and corner column and assembled building |
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