CN104343199A - Non-bearing wall framework body - Google Patents
Non-bearing wall framework body Download PDFInfo
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- CN104343199A CN104343199A CN201310342299.4A CN201310342299A CN104343199A CN 104343199 A CN104343199 A CN 104343199A CN 201310342299 A CN201310342299 A CN 201310342299A CN 104343199 A CN104343199 A CN 104343199A
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- bearing wall
- framework body
- wall framework
- framework
- building
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Abstract
The invention aims at providing a non-bearing wall framework body. The non-bearing wall framework body adopts the technical scheme that the non-bearing wall framework body is characterized by comprising an external frame, wherein a plurality of uniformly distributed connection frame bodies are arranged in the external frame; hollows are arranged in the connection frame bodies; and the connection frame bodies are in hexagonal hollow structures, simulate honeycomb shapes, ensure the enough hollows, provide enough strength, and can be formed by compositing metal materials, composite fibers or other materials. The non-bearing wall framework body has the benefits that with the adoption of the honeycomb hexagonal hollow structures, the strength is ensured, the hollows are increased, the weight is further reduced, and the service life of a building is prolonged.
Description
Technical field
The present invention relates to building field, particularly relate to non-bearing wall framework body.
Background technology
The general sense of highrise building refers to have the higher building of more number of plies height, but specifically reaching which kind of degree can be regarded as high level, and country variant has different regulations.
Department of Economic Affairs of the United Nations international highrise building meeting in 1974 by highrise building by being highly divided into four classes: 9 ~ 16 layers (being up to 50 meters) 17 ~ 25 layers (being up to 75 meters) 26 ~ 40 layers (being up to 100 meters) more than 40 layers (building height overall more than 100 meters, i.e. super highrise building) building of 5 ~ 6 layers to 14 ~ 15 layers is decided to be highrise building, more than 15 layers super highrise buildings by Japanese architecture voluminous dictionary.Housing construction is divided into according to the number of plies by China " civilian construction design general rule " (GB50352-2005): 1 ~ 3 layer is low layer; 4 ~ 6 layers is multilayer; 7 ~ 9 layers is on the middle and senior level; 10 layers and be highrise building above.Public building and comprehensive building general height are high-rise more than 24 meters, but highly do not include highrise building more than the single story building of 24 meters.Civilian construction more than 100 meters are Super High.
Highrise building, due to its particularity, has totally different in the feature of common building.Structure highrise building is the product of science and technology now, and traditional wood, brick, stone material and structure are difficult to meet the demands substantially, unless disregarded cost at all costs.Highrise building generally with steel and steel concrete for construction material, usually adopt frame construction, shear wall structure, tubular construction even tube in tube structure form, to ensure the overall construction intensity of building.Vertical transportation vertical transportation is a large feature of highrise building, because the monolayer area of highrise building is little, but the number of plies is a lot, therefore vertical transportation amount is very large, general employing elevator is main passenger carrying tool, super highrise building also can, to elevator group, have the computer of similar track traffic dispatching patcher to carry out arrangement scheduling.Fire-fighting fire-fighting is a great problem of highrise building, the fire fighting truck common when building height is more than 50 meters is helpless, so the fire-fighting of highrise building will in line with certainly anti-principle of saving oneself, every layer all will arrange smoke sensing device and automatic spray, also will arrange refuge story and fire water box every some floors, helicopter platform will be established in the roof of super highrise building.
Non-bearing wall refers to the body of wall that do not support upper floor weight, only plays the effect that a room and another room are separated, engineering drawing is hollow wall, whether has the impact that this wall is large on building structure.
In prior art, load bearing wall many employings hollow brick framework, but hollow not of uniform size of hollow brick, and the lighter in weight of hollow brick itself is just for solid brick, itself still has suitable weight, for the building of high level, when guaranteed strength, alleviate the burden that some unnecessary weight just can alleviate highrise building, and then increase its application life.
Summary of the invention
The problem to be solved in the present invention is to provide a kind of non-bearing wall body framework body.
Technical scheme of the present invention is as follows: non-bearing wall framework body, is characterized in that: comprise outside framework, be provided with in described outside framework some all with distribution connection framework; Hollow out is provided with in described connection framework.
Further, described outside framework is rectangular.
Further, described connection framework is hexagon.
Further, described hollow out is rectangular.
Described connection framework is hexagonal engraved structure, imitating the shape of honeycomb, when ensuring this enough hollow out, providing enough intensity.
Described connection framework can adopt metal material, composite fibre or other materials to be composited.
Beneficial effect of the present invention is: by non-bearing wall framework body, by cellular hexagon hollow-core construction, not only ensure that intensity, adds a large amount of hollow outs simultaneously, reduce further weight, extend the application life of building.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Fig. 2 is front view of the present invention.
Wherein: 1, outside framework, 2, connect framework,
3, hollow out.
Detailed description of the invention
Below in conjunction with accompanying drawing, brief description is made to the specific embodiment of the present invention.
Non-bearing wall framework body as shown in Figure 1 and Figure 2, comprises outside framework 1, is provided with somely all to connect in framework 2 be provided with hollow out 3 with described in the connection framework 2. of distribution in described outside framework 1.Described outside framework 1 is rectangular, and described connection framework 2 is in hexagon, and described hollow out 3 is rectangular.
Above one embodiment of the present of invention have been described in detail, but described content being only preferred embodiment of the present invention, can not being considered to for limiting practical range of the present invention.All equalizations done according to the present patent application scope change and improve, and all should still belong within patent covering scope of the present invention.
Claims (4)
1. non-bearing wall framework body, is characterized in that: comprise outside framework, be provided with in described outside framework some all with distribution connection framework; Hollow out is provided with in described connection framework.
2. non-bearing wall framework body according to claim 1, is characterized in that described outside framework is rectangular.
3. non-bearing wall framework body according to claim 1, is characterized in that described connection framework is hexagon.
4. non-bearing wall framework body according to claim 1, is characterized in that described hollow out is rectangular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310342299.4A CN104343199A (en) | 2013-08-07 | 2013-08-07 | Non-bearing wall framework body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310342299.4A CN104343199A (en) | 2013-08-07 | 2013-08-07 | Non-bearing wall framework body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104343199A true CN104343199A (en) | 2015-02-11 |
Family
ID=52499601
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310342299.4A Pending CN104343199A (en) | 2013-08-07 | 2013-08-07 | Non-bearing wall framework body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104343199A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908865A (en) * | 2016-06-15 | 2016-08-31 | 东南大学 | Steel plate shear wall |
| CN110878595A (en) * | 2019-11-19 | 2020-03-13 | 中煤第三建设（集团）有限责任公司 | Anti-cracking anti-seismic hollow floor hollow body |
-
2013
- 2013-08-07 CN CN201310342299.4A patent/CN104343199A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908865A (en) * | 2016-06-15 | 2016-08-31 | 东南大学 | Steel plate shear wall |
| CN110878595A (en) * | 2019-11-19 | 2020-03-13 | 中煤第三建设（集团）有限责任公司 | Anti-cracking anti-seismic hollow floor hollow body |
| CN110878595B (en) * | 2019-11-19 | 2022-04-08 | 中煤特殊凿井有限责任公司 | Anti-cracking anti-seismic hollow floor hollow body |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150211 |
|
| WD01 | Invention patent application deemed withdrawn after publication |