CN202039631U - Combined building structure - Google Patents
Combined building structure Download PDFInfo
- Publication number
- CN202039631U CN202039631U CN2011200387393U CN201120038739U CN202039631U CN 202039631 U CN202039631 U CN 202039631U CN 2011200387393 U CN2011200387393 U CN 2011200387393U CN 201120038739 U CN201120038739 U CN 201120038739U CN 202039631 U CN202039631 U CN 202039631U
- Authority
- CN
- China
- Prior art keywords
- building
- construction structure
- sectional construction
- wall
- structure according
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Abstract
The utility model discloses a combined building structure, which comprises a foundation, wherein multiple layers of buildings are arranged on the foundation; hollow cavities are arranged in the middle of walls of the buildings; the hollow cavities are arranged at four corners of the building walls which are arranged at the lower parts of the multiple layers of the buildings; the hollow cavities of the building walls are corresponding; sand is filled in the hollow cavities of each building; upright posts are arranged on the sand; and a floor slab of the upper building is supported on the upright posts in the two adjacent layers of buildings. The combined building structure is very convenient to construct and the construction speed can be effectively accelerated. After a building adopts the structure, the weight of each floor slab can be transmitted to the foundation through the upright posts, consequently the load born by the walls of the lower buildings can be effectively reduced, and the intensity of the building is strengthened so that the building can resist heavy typhoons and earthquakes.
Description
Technical field
The utility model relates to a kind of building, particularly a kind of knockdown construction structure.
Background technology
Along with the raising of people's living standard, people are also more and more higher to the requirement of housing condition, like this to the building quality requirement also become more and more higher.Present fabrication generally all is by laying the foundations, adopting the concrete method of steel building to build then on this ground.The shortcoming of this building is more, and the time of at first building is longer, solidifies fully in order to make concrete, and construction often needs long time, and the speed of construction is generally slow, and can waste lot of manpower and material resources, and building costs is higher.The building that adopts this method to build is arranged again, because the weight of superstructure all is accumulated on the building masonry wall of bottom, therefore the building height of this building is limited, and also there is certain problem in the intensity of building, can not resist the typhoon and the earthquake of big magnitude.
The utility model content
At above-mentioned the deficiencies in the prior art, the technical problems to be solved in the utility model provides a kind of intensity height, can resist big magnitude typhoon, earthquake, and the sectional construction structure that construction speed is fast, construction cost is low.
For solving the problems of the technologies described above, the utility model adopts following technical scheme:
A kind of sectional construction structure, comprise ground, described ground is provided with several one storey buildings, form cavity in the middle of the described building masonry wall, four angles of the building masonry wall of described several one storey building the latter halfs also form cavity, and the cavity position on every one storey building body of wall is corresponding, irritate in the cavity of described every one storey building sand is arranged, sand is provided with column, and in described adjacent two layers building, the floor of superstructure is supported on the described column.
Preferably, the external surface of described building masonry wall is provided with several A-frames, and described A-frame is connected with a stationary rope, and the other end of described stationary rope is fixed on the described ground.
Preferably, be provided with the bolt that bears the outside expansion force of body of wall in the described cavity.
Preferably, be enclosed with elastomeric material on the described column.
Preferably, described floor comprises that base plate and top board are two-layer, is provided with several struts between described base plate and the top board.
Preferably, be provided with connecting rope between the base plate of described floor and the top board.
Preferably, described building masonry wall is formed by connecting by screw by several stones or fragment of brick.
Preferably, be provided with the slidable adjustment device between described every one storey building body of wall and the corresponding column.
Technique scheme has following beneficial effect: the body of wall of this sectional construction structure only need be built body of wall when building, and in body of wall, form corresponding cavity, and in cavity, inject sand and column is installed, only floor need be fixed on the corresponding column then and get final product, it is very convenient to construct, and can effectively accelerate the speed of constructing.And adopting the building of this structure, the weight on every floor plate can directly be delivered to ground by column, so just can effectively reduce the load capacity of bottom building masonry wall, increases the intensity of building, makes it can resist typhoon and earthquake than macro-energy.
Above-mentioned explanation only is the general introduction of technical solutions of the utility model, for can clearer understanding technological means of the present utility model, and can be implemented according to the content of manual, below with preferred embodiment of the present utility model and conjunction with figs. describe in detail as after.The specific embodiment of the present utility model is provided in detail by following examples and accompanying drawing thereof.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the structural representation that the utility model embodiment column is connected with floor.
Fig. 3 is the structural representation that the utility model embodiment column is connected with building masonry wall.
Fig. 4 is the structural representation of the utility model floor.
The specific embodiment
Below in conjunction with accompanying drawing preferred embodiment of the present utility model is described in detail.
As shown in Figure 1, 2, this sectional construction structure comprises ground 1, and ground 1 is provided with several one storey buildings, and building masonry wall 2 is formed by connecting by screw by several stones or fragment of brick, and this body of wall assembling speed is very fast, can accelerate speed of application.Form cavity 3 in the middle of the building masonry wall 2, four angles of building the latter half building masonry wall 2 also form cavity 3, cavity 3 positions on every one storey building body of wall 2 are corresponding, irritate in the cavity 3 of every one storey building and have husky 6, sand is provided with column 7, between the adjacent two layers building, the floor 8 of superstructure is supported on the column 7.
As shown in Figure 1, in order to guarantee the stable of building, the external surface of building masonry wall 2 is provided with several A-frames 4 (only having shown a part among the figure), A-frame 4 is connected with a stationary rope 5, the other end of stationary rope 5 is fixed on the ground 1, when rocking appears in building masonry wall 2, can pass through rope 5 with its pulling, thereby make building masonry wall 2 more firm like this.Be provided with the bolt that bears the outside expansion force of body of wall in the cavity 3, can make building masonry wall 2 more firm like this.In order to prevent that column 7 from tilting in cavity 3, can be enclosed with elastomeric material on the column 7, as leather, rubber etc., column 7 is clamped in the cavity 3.Because of column 7 belows are husky, column 7 may slide up and down in cavity 3, therefore can be provided with slidable adjustment device 9 (as shown in Figure 4) between building masonry wall 2 and corresponding column 7, to prevent that column 7 is in the slip medium dip.
As shown in Figure 3, floor 8 comprises that base plate 81 and top board 82 are two-layer, is provided with several struts 83 between base plate 81 and the top board 82, is provided with connecting rope 84 between base plate 81 and the top board 82.The floor slab structure of this structure firmly, be easy to processing, and lighter weight can effectively reduce its pressure to ground.
The body of wall of this sectional construction structure only need be built body of wall when building, and in body of wall, form corresponding cavity, and and in cavity, inject husky and column is installed, only need then floor is fixed on the corresponding column and get final product, it is very convenient to construct, and can effectively accelerate the speed of constructing.And adopting the building of this structure, the weight on every floor plate can directly be delivered to ground by column, so just can effectively reduce the load capacity of bottom building masonry wall, increases the intensity of building, makes it can resist typhoon and earthquake than macro-energy.
More than a kind of sectional construction structure that the utility model embodiment is provided be described in detail; for one of ordinary skill in the art; thought according to the utility model embodiment; part in specific embodiments and applications all can change; in sum; this description should not be construed as restriction of the present utility model, and all any changes of being made according to the utility model design philosophy are all within protection domain of the present utility model.
Claims (8)
1. sectional construction structure, comprise ground, described ground is provided with several one storey buildings, it is characterized in that: form cavity in the middle of the described building masonry wall, four jiaos of the building masonry wall of described several one storey building the latter halfs also form cavity, and the cavity position on every one storey building body of wall is corresponding, irritate in the cavity of described every one storey building sand is arranged, sand is provided with column, and in described adjacent two layers building, the floor of superstructure is supported on the described column.
2. sectional construction structure according to claim 1 is characterized in that: the external surface of described building masonry wall is provided with several A-frames, and described A-frame is connected with a stationary rope, and the other end of described stationary rope is fixed on the described ground.
3. sectional construction structure according to claim 2 is characterized in that: be provided with the bolt that bears the outside expansion force of body of wall in the described cavity.
4. sectional construction structure according to claim 1 is characterized in that: be enclosed with elastomeric material on the described column.
5. sectional construction structure according to claim 1 is characterized in that: described floor comprises that base plate and top board are two-layer, is provided with several struts between described base plate and the top board.
6. sectional construction structure according to claim 5 is characterized in that: be provided with connecting rope between described base plate and the top board.
7. sectional construction structure according to claim 1 is characterized in that: described building masonry wall is formed by connecting by screw by several stones or fragment of brick.
8. sectional construction structure according to claim 1 is characterized in that: be provided with the slidable adjustment device between described every one storey building body of wall and the corresponding column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200387393U CN202039631U (en) | 2011-02-15 | 2011-02-15 | Combined building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200387393U CN202039631U (en) | 2011-02-15 | 2011-02-15 | Combined building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202039631U true CN202039631U (en) | 2011-11-16 |
Family
ID=44967080
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200387393U Expired - Fee Related CN202039631U (en) | 2011-02-15 | 2011-02-15 | Combined building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202039631U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143190A (en) * | 2014-08-12 | 2017-09-08 | 陈国栋 | High-rise windproof building |
-
2011
- 2011-02-15 CN CN2011200387393U patent/CN202039631U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143190A (en) * | 2014-08-12 | 2017-09-08 | 陈国栋 | High-rise windproof building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201206328Y (en) | Preform formwork of cast-in-place concrete rib floor | |
| CN203569579U (en) | Building foundation | |
| CN103498569B (en) | The inner storey-adding reconstruction concrete-steel structure of old factory building and construction method thereof | |
| CN102518230B (en) | Earthquake isolating house with glass bead-fine sand-cementing material compound layer and building method for earthquake isolating house | |
| CN201747122U (en) | Reusable precast assembled building fence wall | |
| CN105714678B (en) | A kind of combined type gravity anchorage | |
| CN202039631U (en) | Combined building structure | |
| CN205024719U (en) | Pile foundation and integrated reverse construction vertical braces system of underground continuous wall | |
| CN104775544A (en) | Energy dissipation type coupled anti-seismic wall with reinforcing bars, grouting holes, building blocks and combined coupling beam and manufacturing method | |
| CN202530773U (en) | Reinforcing apparatus having brick-concrete structure | |
| CN110206020B (en) | Prefabricated snowflake type concrete steel sheet pile and construction method thereof | |
| CN111576631A (en) | Liftable formula individual layer building | |
| CN203603176U (en) | Historic building foundation overall tray shock insulating and reinforcing structure | |
| CN102661045B (en) | Many coupling beams are every mould | |
| CN201835401U (en) | Composite shear wall with special-shaped column frame | |
| CN104818784A (en) | Thin-wall steel pipe concrete frame-light steel light concrete combined shear wall and construction method thereof | |
| CN213573164U (en) | Ancient building clear water wall body migration bottom reinforcing apparatus | |
| CN204676591U (en) | Trough rim construction elevator basis | |
| CN113718816A (en) | Cooperative terrace structure and construction method thereof | |
| CN204059427U (en) | Earthquake proof foundation | |
| CN203654454U (en) | Upper-lower-layer prefabricated balcony slabs, and support connecting structures therebetween and beams | |
| CN201649355U (en) | Restrained porous coal gangue brick masonry | |
| CN201372506Y (en) | Vibration-isolation building block | |
| CN204571001U (en) | A kind of arrangement of reinforcement grout building block compound coupling beam energy dissipation type coupled wall | |
| CN209722958U (en) | A kind of cylinder pile foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Xu Xiaolei Document name: Notification to Pay the Fees |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111116 Termination date: 20140215 |