1. Field of the Invention
The invention relates to a building system for skyscrapers, and more particularly to the building system that is relevantly applied to improve the specific skyscrapers that are vulnerable to meet a catastrophe building failure in a fire.
2. Description of the Prior Art
As the prospect in the building technology and the growing of the metropolis population, the skyscraper becomes a trend for the modern urban design. Currently, the main structure for the skyscrapers is mostly the steel structure. By compared to the reinforced concrete (RC) structure, the steel structure has advantages in better strength, light weight, saving work, stable quality and so on. Yet, a remarkable shortcoming for the steel structure is its poor heat tolerance. As long as a skyscraper happens to a fire or any kind of terrorist attacks, the fire engine is hard to reach, and also the internal steel structure is vulnerable to be heated to be soft and faces a high possibility of vertical catastrophe collapse. Hence, for the designer of the skyscrapers, the demand in fire-fighting and heat tolerance is much more important than that in capacity for bearing and for acting against the external forcing.
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Hence, it is worthy to provide a solution for improving the conventional building system so as to alleviate the impact of the upper collapse at the lower fire-fighting floor and thus to protect people from facing a tragedy like 911 terrorist attack.
Accordingly, it is the primary object of the present invention to provide a building system for skyscrapers, in which, when the building system for skyscrapers meets a fire, the building stories upper to the fire would only slide laterally, if there is any, to the building system, such that the aforesaid collapse impulse of the upper floors won't cause direct damages to the lower floors.
In the present invention, the building system for skyscrapers includes a plurality of first building stories, a second building story and a plurality of third building stories. The second building story is located above the first building stories, and the third building stories are located above the second building story. Each of any of the building stories has a plurality of horizontal steel beams and a plurality of vertical steel columns. In particular, the vertical steel columns of the second building story is classified into a plurality of first vertical steel columns and a plurality of second vertical steel columns, in which the first vertical steel columns are located at a remote end of the lateral side of the building system, while the second vertical steel columns are located at a near end of the lateral side. Also, the fire resistance of the first vertical steel column is superior to that of the second vertical steel column. Upon such an arrangement, while the building system meets a fire and the fire is propagated to the second building story, the vertical support strength of the second vertical steel column is reduced by the fire at a degree more than the reduction in the vertical support strength of the first vertical steel column, so that the vertical support of the second building story at the near end of the lateral side is less than that thereof at the remote end of the lateral side. Further, the plurality of building stories including the plurality of third building stories above the fire would be slid to collapse at the lateral side of the building system. Namely, no vertical impulse to destroy the whole building system exist anymore, and thus people on the lower floors can have sufficient time to escape. In addition, hopefully, the building stories under the second building story can survive in the fire.
To ensure the fire resistance of the first vertical steel column of the second building story is larger than that of the second vertical steel column, while the architect design the first vertical steel column and the second vertical steel column, the same steel material can be adopted, but the first vertical steel column is particularly coated by a fire-proof inorganic nonmetallic material. In the present invention, the qualified inorganic nonmetallic material can be concrete, asbestos or ceramics. Material properties for the foregoing inorganic nonmetallic material can be found in any ordinary handbook for building materials.
Further, while in designing the building system for skyscrapers in accordance with the present invention, the vertical steel columns of the first building stories, the second building story and the third building stories are arranged in a correlated pattern so that corresponding vertical columns at neighboring stories can be axially engaged so as beneficially to the construction and the strength of the building. For engagement of two vertical steel columns, each of the vertical steel columns has an upper surface having an engagement groove and a lower surface having an engagement protrusion. With the engagement protrusion at the lower surface of the vertical steel column to plug and thus engage the engagement groove at the upper surface of another vertical steel column located beneath, the vertical steel columns of each the building story are arranged in the correlated pattern with respect to the neighboring story so that corresponding vertical columns at the neighboring stories can be axially engaged so as beneficially to the construction and the strength of the whole building. Further, a layer of an inorganic nonmetallic material served for a heat-isolation purpose can be sandwiched between the engagement protrusion and the engagement groove. In addition, between any two neighboring building stories, a floor is included to separate the space of the two neighboring building stories.
All these objects are achieved by the building system for skyscrapers described below.
The present invention will now be specified with reference to its preferred embodiment illustrated in the drawings, in which:
The invention disclosed herein is directed to a building system for skyscrapers. In the following description, numerous details are set forth in order to provide a thorough understanding of the present invention. It will be appreciated by one skilled in the art that variations of these specific details are possible while still achieving the results of the present invention. In other instance, well-known components are not described in detail in order not to unnecessarily obscure the present invention.
For the steel structure has advantages in light weight, better strength, labor saving and so on, the main structure of the building system for the skyscrapers is mostly to adopt the steel structure. However, due to the inherent poor fire resistance, while in meeting a fire, the strength of the steel structure would be dropped rapidly. With the weight of the building stories over the fired building story to make worse the loading upon the fired building story, the building system of the steel-structured skyscraper would face a crisis of vertical catastrophe collapse.
In order to avoid massive loss of lives and properties due to vertical catastrophe collapse in a skyscraper's fire, the building system for skyscrapers in accordance with the present invention applies a discrete design criterion upon fire resistances of a plurality of vertical steel columns in a specific building story of the skyscraper so as to have the specific building story opt to slide aside, not to collapse vertically, while in meeting a major fire above the specific building story, such that the loss in lives and properties under the floor of the specific building story can be reduced to a minimum.
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Though the building system for skyscrapers of the present invention discloses only the foregoing embodiment having a single second building story, yet in practice a plurality of discrete second building stories can be included so as to divide the skyscraper into several fire damage-control sections. Such an application is definitely not beyond the teaching and embodying of the present invention.
To ensure the fire resistance of the first vertical steel columns 3023 of the second building story 302 is larger than that of the second vertical steel column 3025 thereof, the architect may apply the same material to the first vertical steel columns 3023 and the second vertical steel columns 3025, but coat each of the first vertical steel columns 3023 by an inorganic nonmetallic material 600 with a significant fire resistance, such as concrete, asbestos, ceramics or any refractory material the like. Material properties of the aforesaid materials can be found in most of handbooks for building materials, and thus the architect can easily determine the specific material to meet his/her demand. Typically, the vertical steel column coated with a satisfied refractory material would have a fire resistance up to 1,500° C., while the uncoated vertical steel column may face a major thermal degrading (distortion for example) leading to a significant reduction in the vertical support at about 750° C.
While in designing the building system for skyscrapers in accordance with the present invention, the vertical steel columns for the first building stories, the second building story and the third building stories are arranged in the predetermined correlated pattern so that corresponding vertical columns at neighboring stories can be axially engaged so as beneficially to the construction and the strength of the building. Namely, the corresponding vertical steel columns can axially engage vertically with each other so as to erect an extending integrated column for conveying the vertical supports of the building. In the present invention, each of the vertical steel columns of any building story has an upper surface and a lower surface. The upper surface further has an engagement groove, while the lower surface has an engagement protrusion. With the engagement protrusion of an upper vertical steel column to plug and thus engage the corresponding engagement groove of the lower vertical steel column at the lower building story, the interchangeable purpose among the vertical steel columns can be achieved. In addition, in the present invention, a floor is introduced to separate the space of any two neighboring building stories.
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In accordance with the present invention, as long as the fire propagates downward to the second building story, the difference in fire resistances between the first vertical steel column and the second vertical steel column fire resistance would lead to a slide of upper structure aside to the lateral side, and no more vertical collapse can be met. In addition, the inorganic nonmetallic material between the engagement protrusion of the upper vertical steel column and the engagement groove of the lower vertical steel column would relevantly cut the pathway of the heat from the upper building story to the lower building story, such that the fire is hard to propagate downward. Accordingly, people under the fired building story can gain sufficient time to escape, the integrity of the lower building stories can be better ensured, and loss in lives and properties from the fire can be reduced to a minimum.
Further, if pools, gardens, or other empty space exist in the surrounding environment of the building system, the lateral side of the building system for the aforesaid sliding collapse is preferably defined at the side of such kinds of empty space, so that the sliding for protecting the building system in a terrible fire can be directed to the neighboring empty space and thus the loss in lives and properties can be substantially reduced.
While the present invention has been particularly shown and described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and detail may be without departing from the spirit and scope of the present invention.
This application is a continuation-in-part of, and claims a priority to application Ser. No. 13/548,360, filed Jul. 13, 2012.
Number | Date | Country | |
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Parent | 13548360 | Jul 2012 | US |
Child | 14478653 | US |