CN202108111U - Novel structure with sandwich in frame building - Google Patents
Novel structure with sandwich in frame building Download PDFInfo
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- CN202108111U CN202108111U CN2011201421283U CN201120142128U CN202108111U CN 202108111 U CN202108111 U CN 202108111U CN 2011201421283 U CN2011201421283 U CN 2011201421283U CN 201120142128 U CN201120142128 U CN 201120142128U CN 202108111 U CN202108111 U CN 202108111U
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- interlayer
- top layer
- bridge
- corridor
- frame
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Abstract
The utility model discloses a novel structure with a sandwich in a frame building. A sandwich (4) is arranged in the frame building; a bridge loading platform (3) is arranged on the sandwich (4) and is positioned below a frame girder (7) of the frame building; the frame building is divided into a bottom layer (1) and a top layer (2) by the sandwich (4); a plurality of rooms are arranged in the bottom layer (1) and the top layer (2); a corridor (6) is arranged for the adjacent rooms, and the height of the bridge loading platform (3) is less than that of the corridor (6), and the bridge loading platform (3) is connected with the bottom layer (1) and the top layer (2) through a staircase (5). The utility model has the following advantages: the novel structure has a reasonable design and effectively relieves the problem that the room space is insufficient; the bridge loading platform arranged ensures that the problem of inconvenient walk caused by the frame girder is solved; the quantity of the staircase and walkways is reduced; the usable floor space of the building is increased; the construction cost of the building is saved; and therefore the structure has wide application range.
Description
Technical field
The utility model relates to building structure field, and the neotectonics of interlayer particularly is set in the frame house.
Background technology
In recent years, along with social cityization and high development of social economy, the continuous rise of commerce, office block; But the scale in city and development have certain limitation; Can not build new commerce in large quantities, the office space meets the demands, and can only satisfy market demands through transforming existing building structure, on the other hand; Existing building exists serious space waste, and the space of waste accounts near 1/3.
Existing frame house structure can not satisfy modern production economy, practicality and functional requirement, and weak point mainly shows: 1. according to existing reforming mode, be not easy to people's walking under the Vierendeel girder, it is bigger to transform difficulty; 2. the design proportion of levels height is improper; 3. the shared usable floor area of stair, aisle is bigger, and the space utilization rate is lower.
The utility model content
The purpose of the utility model is to overcome existing not enough; Propose to be provided with in the frame house neotectonics of interlayer; Be directed to the transformation of the frame house of Vierendeel girder especially, can effectively alleviate floor space deficiency and the problem that solves inconvenient walking under the Vierendeel girder, can increase the usable floor area in house again.
The purpose of the utility model realizes through following technical scheme: the neotectonics of interlayer is set in the frame house; It is provided with interlayer in frame house; Interlayer is provided with negative bridge platform, and negative bridge platform is positioned at the below of the Vierendeel girder of frame house, and interlayer is divided into bottom and top layer with frame house; Be provided with a plurality of rooms in bottom and the top layer; Adjacent room is provided with the corridor, and the height of negative bridge platform has stair and pass through stair to link to each other with top layer with bottom less than the height in corridor on the negative bridge platform.
Described negative bridge platform is one or more tandem compounds in single bridge, L shaped bridge, C shape bridge or the annular bridge.
The beneficial effect of the utility model shows: reasonable in design; Effectively alleviated the not enough problem of floor space; The negative bridge platform that is provided with has solved the problem of the inconvenient walking that brings because of Vierendeel girder, has reduced stair, aisle simultaneously, has increased the usable floor area in house; Practiced thrift the cost of a building cost, the scope of application is wider.
Description of drawings
Fig. 1 is the sketch map of first kind of reconstruction structure of the utility model
Fig. 2 is the sketch map that the negative bridge platform of the utility model is single bridge
Fig. 3 is the sketch map of second kind of reconstruction structure of the utility model
Fig. 4 is the sketch map that the negative bridge platform of the utility model is L shaped bridge
Fig. 5 is the sketch map of the third reconstruction structure of the utility model
Fig. 6 is the sketch map that the negative bridge platform of the utility model is a C shape bridge
Fig. 7 is the sketch map of the 4th kind of reconstruction structure of the utility model
Fig. 8 is the sketch map that the negative bridge platform of the utility model is an annular bridge
Fig. 9 is the sketch map of the 5th kind of reconstruction structure of the utility model
Figure 10 is the sketch map that the negative bridge platform of the utility model is C shape bridge and annular bridge tandem compound
Among the figure, the 1-bottom, the 2-top layer, 3-bears bridge platform, 4-interlayer, 5-stair, 6-corridor, 7-Vierendeel girder.
The specific embodiment
Below in conjunction with embodiment and accompanying drawing the utility model is done further description, but that protection domain is not limited to is said.
Embodiment 1
Like Fig. 1, the neotectonics of interlayer is set in the frame house, it is provided with interlayer 4 in frame house; Interlayer 4 is provided with negative bridge platform 3; And negative bridge platform 3 is positioned at the below of the Vierendeel girder 7 of frame house, and interlayer 4 is divided into bottom 1 and top layer 2 with frame house, is provided with a plurality of rooms in bottom 1 and the top layer 2; The room of top layer 2 is a linear placement; Adjacent room is provided with corridor 6, and the height of negative bridge platform 3 has stair 5 and pass through stair 5 to link to each other with top layer 2 with bottom 1 less than the height in corridor 6 on the negative bridge platform 3.
Like Fig. 2, described negative bridge platform 3 is single bridge, the problem of the inconvenient walking of having avoided bringing because of Vierendeel girder 7.
Embodiment 2
Like Fig. 3, the neotectonics of interlayer is set in the frame house, it is provided with interlayer 4 in frame house; Interlayer 4 is provided with negative bridge platform 3; And negative bridge platform 3 is positioned at the below of the Vierendeel girder 7 of frame house, and interlayer 4 is divided into bottom 1 and top layer 2 with frame house, is provided with a plurality of rooms in bottom 1 and the top layer 2; The room of top layer 2 is L shaped layout; Adjacent room is provided with corridor 6, and the height of negative bridge platform 3 has stair 5 and pass through stair 5 to link to each other with corridor 6 less than the height in corridor 6 on the negative bridge platform 3.
Like Fig. 4, described negative bridge platform 3 is L shaped bridge, is two orthogonal negative bridges, the problem of the inconvenient walking of having avoided bringing because of Vierendeel girder 7.
Like Fig. 5, the neotectonics of interlayer is set in the frame house, it is provided with interlayer 4 in frame house; Interlayer 4 is provided with negative bridge platform 3; And negative bridge platform 3 is positioned at the below of the Vierendeel girder 7 of frame house, and interlayer 4 is divided into bottom 1 and top layer 2 with frame house, is provided with a plurality of rooms in bottom 1 and the top layer 2; The room of top layer 2 is a C shape layout; Adjacent room is provided with corridor 6, and the height of negative bridge platform 3 has stair 5 and pass through stair 5 to link to each other with corridor 6 less than the height in corridor 6 on the negative bridge platform 3.
Like Fig. 6, described negative bridge platform 3 is a C shape bridge, is three orthogonal negative bridges, the problem of the inconvenient walking of having avoided bringing because of Vierendeel girder 7.
Like Fig. 7, the neotectonics of interlayer is set in the frame house, it is provided with interlayer 4 in frame house; Interlayer 4 is provided with negative bridge platform 3; And negative bridge platform 3 is positioned at the below of the Vierendeel girder 7 of frame house, and interlayer 4 is divided into bottom 1 and top layer 2 with frame house, is provided with a plurality of rooms in bottom 1 and the top layer 2; The room of top layer 2 is an annular layout; Adjacent room is provided with corridor 6, and the height of negative bridge platform 3 has stair 5 and pass through stair 5 to link to each other with corridor 6 less than the height in corridor 6 on the negative bridge platform 3.
Like Fig. 8, the negative bridge platform stated 3 is annular bridge, is four orthogonal rotation platforms, the problem of the inconvenient walking of having avoided bringing because of Vierendeel girder 7.
Like Fig. 9, the neotectonics of interlayer is set in the frame house, it is provided with interlayer 4 in frame house; Interlayer 4 is provided with negative bridge platform 3; And negative bridge platform 3 is positioned at the below of the Vierendeel girder 7 of frame house, and interlayer 4 is divided into bottom 1 and top layer 2 with frame house, is provided with a plurality of rooms in bottom 1 and the top layer 2; Room in the top layer 2 is vertical distribution; Adjacent room is provided with corridor 6, and the height of negative bridge platform 3 has stair 5 and pass through stair 5 to link to each other with corridor 6 less than the height in corridor 6 on the negative bridge platform 3.
Like Figure 10, described negative bridge platform 3 is composed in series by C shape bridge and annular bridge, the problem of the inconvenient walking of having avoided bringing because of Vierendeel girder 7.
Claims (2)
1. the neotectonics of interlayer is set in the frame house; It is characterized in that: it is provided with interlayer (4) in frame house; Interlayer (4) is provided with negative bridge platform (3), and negative bridge platform (3) is positioned at the below of the Vierendeel girder (7) of frame house, and interlayer (4) is divided into bottom (1) and top layer (2) with frame house; Be provided with a plurality of rooms in bottom (1) and the top layer (2); Adjacent room is provided with corridor (6), and the height of negative bridge platform (3) has stair (5) and pass through stair (5) to link to each other with top layer (2) with bottom (1) less than the height of corridor (6) on the negative bridge platform (3).
2. the neotectonics of interlayer is set in the frame house according to claim 1, it is characterized in that: described negative bridge platform (3) is one or more tandem compounds in single bridge, L shaped bridge, C shape bridge or the annular bridge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201421283U CN202108111U (en) | 2011-05-06 | 2011-05-06 | Novel structure with sandwich in frame building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201421283U CN202108111U (en) | 2011-05-06 | 2011-05-06 | Novel structure with sandwich in frame building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202108111U true CN202108111U (en) | 2012-01-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201421283U Expired - Fee Related CN202108111U (en) | 2011-05-06 | 2011-05-06 | Novel structure with sandwich in frame building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202108111U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726669A (en) * | 2013-12-31 | 2014-04-16 | 江苏建筑职业技术学院 | Method for adding interlayer onto original building through reinforced concrete plates |
| CN103741960A (en) * | 2013-12-31 | 2014-04-23 | 江苏建筑职业技术学院 | Method for adopting steel beam board to increase interlayer on basis of original building |
| CN104265008A (en) * | 2014-09-25 | 2015-01-07 | 常熟建工建设集团有限公司苏州分公司 | Novel house capable of expanding space |
-
2011
- 2011-05-06 CN CN2011201421283U patent/CN202108111U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726669A (en) * | 2013-12-31 | 2014-04-16 | 江苏建筑职业技术学院 | Method for adding interlayer onto original building through reinforced concrete plates |
| CN103741960A (en) * | 2013-12-31 | 2014-04-23 | 江苏建筑职业技术学院 | Method for adopting steel beam board to increase interlayer on basis of original building |
| CN103726669B (en) * | 2013-12-31 | 2016-03-02 | 江苏建筑职业技术学院 | Adopt armored concrete slab on inhering architecture, increase the method for interlayer |
| CN104265008A (en) * | 2014-09-25 | 2015-01-07 | 常熟建工建设集团有限公司苏州分公司 | Novel house capable of expanding space |
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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: 20120111 Termination date: 20170506 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |