WO2019085733A1 - 一种建筑物的巨型结构 - Google Patents

一种建筑物的巨型结构 Download PDF

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Publication number
WO2019085733A1
WO2019085733A1 PCT/CN2018/110350 CN2018110350W WO2019085733A1 WO 2019085733 A1 WO2019085733 A1 WO 2019085733A1 CN 2018110350 W CN2018110350 W CN 2018110350W WO 2019085733 A1 WO2019085733 A1 WO 2019085733A1
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giant
building
mega
vertical
horizontal
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PCT/CN2018/110350
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English (en)
French (fr)
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杨洪
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杨洪
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability

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  • the invention relates to the technical field of high-rise and super high-rise building structures, in particular to a giant structure of a building.
  • High-rise and super-tall buildings have become the preferred building types for large-scale urban buildings.
  • High-rise and super-tall buildings are very sensitive to wind loads and lateral forces caused by earthquakes. Therefore, high-rise and super-tall buildings have high requirements for building structures. Building structures need to withstand the gravitational gravity from high-rise buildings. It has a certain anti-side stiffness, which can effectively offset the lateral force generated by wind or earthquake.
  • the more advanced structure in the high-rise structure is a giant structure composed of a mega frame or a giant truss as a main structure and a floor frame as a secondary structure, the main structure including a giant vertical member (for example, a giant column, a core tube) And giant horizontal members (such as giant beams that connect multiple giant columns and core barrels), giant foundations; secondary structures include small vertical members (such as small columns or small hangers) placed on giant horizontal members, small Horizontal component.
  • all the secondary structures are placed on the giant horizontal members, and the vertical and horizontal forces of the secondary structures are transmitted to the giant horizontal members and giant vertical members connected to the secondary structure. Finally, it reached the giant foundation and foundation.
  • the substructures of traditional buildings are built on mega-horizontal components. It is required to set a layer of giant horizontal members for supporting the upper structure on every other floor of the giant vertical members. The bottom-up, from the inside out, the floor structure sub-structure is set up, and the main and secondary structure transmission paths are not clear.
  • the existing high-rise building structure has a closed structure as a whole, or a partial position of one-way opening, which causes the building as a whole to directly bear a large wind load. Therefore, the existing giant structures have problems in that the primary and secondary structures have unclear force transmission and are subject to large wind loads.
  • the present invention is directed to a megastructure of a building to address the deficiencies of the prior art.
  • a megastructure of a building comprising a main structure and a first structure, the main structure comprising a first giant vertical member, a first giant horizontal member, the first giant vertical member being overhanging a first giant horizontal member, the first structure being coupled to the first giant horizontal member and the first giant vertical member, respectively.
  • a mega frame structure is included, the main structure being a mega frame structure.
  • a giant truss structure and a giant slanting member are included, the main structure is a giant truss structure, and the giant truss structure includes a first giant slanting member.
  • the second secondary structure is supported by the first and second giant horizontal members, and arranged adjacent to the first and second giant horizontal members, left and right adjacent for the first time
  • the structure and the adjacent second and second structures of the upper and lower sides form a giant hole.
  • the first giant diagonal member is a drawbar.
  • the pull rod is mounted with a device for adjusting the length of the pull rod.
  • first secondary structure is rotatable about the first giant vertical member.
  • a second giant diagonal member is further disposed between the giant vertical member and the second giant horizontal member.
  • the present invention is to vertically arrange a residential cell module with a public building.
  • Each module is composed of first and second giant vertical members and first and second giant horizontal members connected to the bottom thereof, and first and second structural members connected to the above-mentioned giant vertical members and giant horizontal members .
  • the first structure is to arrange the residential building
  • the second structure is to arrange the public building to form a residential community module with public buildings (here, the public buildings are below, and the residential buildings are combined into one above). Realize the coordination of ordinary residential and public buildings.
  • each module community can be equipped with a swimming pool (and a fire pool) at the top of the public building, there are fire-fighting and rescue working surfaces accessible to firefighters on the upper and lower sides, and the affected personnel can be evacuated up and down, and the traffic is convenient.
  • the fire problem is better solved;
  • the spacing of the mega vertical members can be increased, and the arrangement is coordinated according to the height of the building (the cost is not increased), so that the height and width of the building are The proportion is not large, which is conducive to the building's resistance to wind and earthquake.
  • the megastructure of the building of the present invention forms a community module
  • the ordinary residence and the public building are arranged in a super high-rise, the personnel work and life are convenient, the mobility is small, and the vertical traffic demand is small.
  • the residential building in the first structure of the modular community only needs to arrange the vertical traffic used by the residential building, and the public building in the second structural structure arranges the vertical traffic facilities and fire fighting stairs of the public building.
  • Vertical traffic takes up a small space and has a large effective use area.
  • the high-speed multi-layer elevator between the upper and lower module cells is arranged at the central giant vertical member position to solve the vertical traffic problem between the cells and the cell to the ground. Since there are public buildings in each sub-district, there are fewer people moving between the communities. Relieve the pressure of vertical traffic. Due to the clear division of labor of vertical traffic equipment, the occupied space is small, the effective use space of buildings is large, and the vertical traffic cost is saved.
  • the roof of the public building of each module cell of the mega structure of the building of the present invention can be arranged with a large sky garden, a swimming pool can be arranged, and a large outdoor track and field stadium is used for schools.
  • Schools, large commercial buildings, office buildings, administrative buildings, hotels and entertainment venues can be arranged in public buildings.
  • the giant structure of the building of the present invention has a giant opening, and each module cell is hollow, and the building is subjected to a small wind load. Buildings are safe and cost-effective.
  • the first structure can be slowly rotated around the giant vertical members, so that each residential user obtains a better orientation and landscape in a time-sharing manner;
  • the mega structure of the building of the present invention can be arranged in rivers and lakes close to the shore as needed. Solve the problem of land shortage.
  • FIG. 1 is an elevational view of a giant structure of a super high-rise building of the present invention
  • Figure 2 is a cross-sectional view taken along line A-A of Figure 1;
  • FIG. 3 is an elevational view of a primary structure and a secondary structure according to an embodiment of the present invention.
  • Figure 4 is a cross-sectional view taken along line B-B of Figure 3;
  • Figure 5 is an elevational view of the main structure provided with the first giant diagonal member
  • Figure 6 is an elevational view of the main structure with the second giant slanting member.
  • FIG. 1 is a schematic view showing the main structure of a giant structure of a super high-rise building according to the present invention.
  • the height of the entire building is 1000 m
  • FIG. 2 is a cross-sectional view taken along line A-A of FIG.
  • the present invention is to vertically arrange the residential cell modules 61 with public buildings.
  • Each module 61 is a first and second giant vertical members 11, 12 and first and second giant horizontal members 2, 4 connected to the bottom thereof, plus a first connection with the above-mentioned giant vertical member and giant horizontal member
  • the second structure is composed of 5 and 6.
  • the megastructure of the super high-rise building comprises a main structure and a first structure 5, which is also called a mega frame, consisting of giant vertical members (giant columns) and giant The horizontal member (giant beam) is composed of the vertical and horizontal forces of the overall structure; the first structure 5 is also called the sub-frame or the residential frame, generally a conventional frame, which bears the vertical and horizontal forces in the house and transmits Give the main structure.
  • the main structure includes a giant vertical member 1, a first giant horizontal member 2, and a first giant vertical member 11 is overhanging over the first giant horizontal member 2, the first secondary structure 5 and the first giant vertical member 11 and The first giant horizontal member 2 is connected.
  • the giant vertical member 1 includes a second giant vertical member 12 disposed at a center position of the building and a first giant vertical member 11 disposed at a periphery of the building around the second giant vertical member 12, and the second giant vertical member 12 Also connected to the bottom of the first giant vertical member 11 is a giant foundation 3 supported by the foundation 30.
  • the first giant horizontal member 2 is disposed around the first giant vertical member 11 with its peripheral horizontal region arranging the second giant horizontal member 4 (in other embodiments, the first giant horizontal member 2 may also be disposed at the second giant horizontal member) 4 and connected to the first giant vertical member 11, the first giant horizontal member 2 and the second giant horizontal member 4 are not on the same horizontal plane), whereby the second giant horizontal member 4 is identical to the first giant horizontal member 2 At a horizontal plane and connected to each other, and the second giant horizontal member 4 is connected to the first giant vertical member 11 by the first giant horizontal member 2. And the second giant horizontal member 4 is connected to the second giant vertical member 12.
  • the first structure 5 i.e., the residential frame
  • the first structure 5 is disposed on the first giant horizontal member 2.
  • the first structures 5 disposed on the respective first giant horizontal members 2 are not connected to each other, and the super high-rise building presents a central hollow state, and the air flow can pass through the building between the outer first structures 5, so that The wind load on the overall building is greatly reduced, reducing the horizontal forces on the building.
  • the first structure 5 is provided as a sub-module, and the first structure 5 of each module transmits its vertical force to the first giant horizontal member 2 at the bottom thereof, thereby Passed to the first giant vertical member 11 , the side force is directly transmitted to the first giant vertical member 11 , thereby realizing the sub-module setting of the first giant vertical member, the sub-module is stressed, and the first giant vertical member transmits the force.
  • the route is clear.
  • the main structure may be a mega frame structure, and the structure is beautiful in appearance.
  • the main structure may be a giant truss structure, which has large vertical rigidity and good wind and seismic resistance.
  • This structure contains a first giant slanting member 81.
  • a second structure 6 can be constructed on the first and second giant horizontal members 2, 4 of each module 61, where the second structure 6 can be Designed as a public place, such as a school, a hospital, an office building, an administrative office building, a large supermarket, a fitness activity center, a sky garden, etc., the tenants living in the first structure 5 of each module 61 can go down to the second time.
  • the elevator required for the home is disposed at the position of the first giant vertical member 11, and the vertical traffic takes up a small space.
  • the public buildings of the second structure 6 of each community are arranged with vertical traffic facilities and fire stairs of the public buildings.
  • Vertical traffic takes up a small space and has a large effective use area.
  • a high-speed multi-layer elevator between the upper and lower cells is arranged at a position of the second giant vertical member 4 in the middle to solve vertical traffic between cells and from the cell to the ground. Since each residential community has a public building, there are fewer people moving between the communities. Relieve the pressure of vertical traffic. Due to the clear division of labor in vertical traffic equipment, the space is small.
  • the public buildings are arranged according to the number of people in the module 61. Since the floor area of the public buildings is large, the number of floors to be built generally requires only a few layers. Therefore, the substructure 6 of the public building is placed close to the giant horizontal members 11, 12, so that the giant horizontal members 11, 12 are strongly stressed, and the giant vertical members 2, 4 described above are stressed, so that the entire giant structure is affected. The force is clear and solves the problem that the current giant structure is not clearly defined.
  • the first and second structures 5, 6 are arranged close to the giant vertical member and the giant horizontal member, the adjacent first and second structures 5 and 6 enclose a giant hole to ensure the center of the super high-rise building. It is hollowed out to facilitate airflow through the super high-rise building, which greatly reduces the wind load on the super high-rise buildings.
  • a swimming pool or a water storage tank may be provided.
  • the water in the swimming pool or the water storage tank can be promptly used for fire extinguishing, and the first structural house is in a fire at the time of the house.
  • Personnel can quickly escape to the second structural public building up and down, and firefighters can use the second structural surface as a rescue platform for fire fighting and rescue.
  • the second structural public building when a fire broke out, people could go up and down to the residential building to escape. Solved the problem of high-rise fire protection. Increased safety on super-high floors. In peacetime, you can also use the swimming pool fitness or water storage and water supply through the water storage tank to facilitate the living of super-high floor residents.
  • the first giant slanting member 81 may be a tie rod. Due to the large size of the giant structure, the use of tie rods can save costs.
  • the pull rod is provided with means for adjusting the length of the pull rod.
  • the length of the tie rod can be adjusted by this device to restore the size of the member.
  • the first giant horizontal member 2 is further provided with a circular rotating plate 7, and the top of the circular rotating plate 7 is fixedly connected with the first substructure 5, and the circular rotating plate
  • the bottom of the 7 is provided with a movable sliding device, so that the circular rotating plate 7 drives the first structure 5 to rotate relative to the first giant horizontal member 2.
  • the first structure 5 can be slowly rotated around the first giant vertical member 11, so that each residential user living in the first structure 5 obtains a better orientation and landscape in a time division.
  • the circular rotating plate 7 supports the first small vertical member 71, and the first small horizontal member is connected to the horizontal ring beam and connected to the first small vertical member 71 or both ends to the first small vertical Connected to the member 71, the horizontal ring beam is slidably coupled to the first giant vertical member 11 to transmit both horizontal and vertical forces and to slide, ensuring that the secondary structure 5 can be slowly rotated about the first giant vertical member 11.
  • the first small vertical member 71 cooperates with the first small horizontal member and the horizontal ring beam to construct the first structure 5.
  • the mega structure may further include a second giant slanting member 82 in which one end of the second giant slanting member 82 is associated with the building module 61.
  • the second giant horizontal member 4 is connected, and the other end of the second giant diagonal member 82 is connected to the second giant vertical member 12 provided in the building module 61.
  • the second giant horizontal member 2 is further supported by the second giant diagonal member 82, and the span of the second giant horizontal member 2 is reduced, thereby saving cost.
  • the mega structure of the building of the present invention can be arranged in rivers and lakes close to the shore as needed to solve the problem of land shortage.

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  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
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Abstract

一种建筑物的巨型结构，包括主结构和第一次结构（5），主结构包括第一巨型竖向构件（11）、第一巨型水平构件（2），第一巨型竖向构件（11）上悬挑伸出第一巨型水平构件（2），第一次结构（5）分别与第一巨型水平构件（2）和第一巨型竖向构件连接（11）。该结构主次结构传力明确，能够承受较大的风荷载。

Description

一种建筑物的巨型结构 技术领域
本发明涉及高层及超高层建筑结构技术领域，尤其涉及一种建筑物的巨型结构。
背景技术
近几年，随着城市化的发展及人口的聚集，高层及超高层建筑成为大型城市建筑物的优选建筑类型。高层及超高层建筑对风荷载和地震引起的侧力非常敏感，因此，高层及超高层建筑物对建筑结构的要求相当高，建筑结构需要承受来自高层建筑巨大的地心引力，同时，还需要具备一定的抗侧刚度，从而能有效抵消风力或者地震产生的侧向力。
目前，高层结构中比较先进的结构是巨型结构，该结构是由作为主结构的巨型框架或巨型桁架和作为次结构的楼层框架组成，主结构包括巨型竖向构件(例如巨型柱、核心筒)和巨型水平构件(例如将多根巨型柱及核心筒连接在一起的巨型梁)、巨型基础；次结构包括设置在巨型水平构件上的小型竖向构件(例如小型柱或者小型吊杆)、小型水平构件。现有的高层建筑中，所有的次结构都是设置于巨型水平构件上，次结构所受的竖直方向、水平方向的力均传递至与次结构相连的巨型水平构件、巨型竖向构件上，最后传到巨型基础及地基。但是，传统建筑物的次结构均是构建在巨型水平构件上，要求在巨型竖向构件上每隔一段楼层距离就设置一层用于支撑上层次结构的巨型水平构件，整栋高层建筑物从下而上、从里而外均设置了楼层建筑次结构，主、次结构传力途径不明确。另外，现有的高层建筑结构整体上呈封闭结构，或部分位置单向开口，导致建筑物整体直接承受风荷载较大。所以现有巨型结构存在主次结构传力不明确，承受风荷载较大的问题。
现有的高层建筑包括巨型结构的高层建筑还存在以下问题：1、建筑物越高消防问题越不好解决；2、越高的建筑，高宽比越大，不利于抗风、抗震。5、普通住宅不能与公共建筑协调布置在超高层，工作生活不方便，人员流动性大，竖向交通需求量大。竖向交通占据大量空间，有效使用空间少。6、无法布置大型空中花园。7、由于巨型结构的受力不明确，其计算分析模型还没有解决。
发明内容
为了克服现有技术的不足，本发明的目的在于一种建筑物的巨型结构，以解决现有技术的不足之处。
本发明的目的采用如下技术方案实现：
一种建筑物的巨型结构，包括主结构和第一次结构，所述主结构包括第一巨型竖向构件、第一巨型水平构件，所述第一巨型竖向构件上悬挑伸出所述第一巨型水平构件，所述第一次结构分别与所述第一巨型水平构件和第一巨型竖向构件连接。
进一步地，包括巨型框架结构，所述主结构是巨型框架结构。
进一步地，包括巨型桁架结构和巨型斜向构件，所述主结构是巨型桁架结构，巨型桁架结构含第一巨型斜向构件。
进一步地，包括第二巨型水平构件和第二次结构，第二次结构由第一、第二巨型水平构件支撑，并靠近第一、第二巨型水平构件布置，左、右相邻第一次结构和上、下相邻第二次结构围成巨型洞口。
进一步地，所述第一巨型斜向构件为拉杆。
进一步地，所述拉杆上安装有可调节拉杆长短的装置。
进一步地，所述第一次结构可围绕所述第一巨型竖向构件旋转。
进一步地，在巨型竖向构件与第二巨型水平构件之间还设有第二巨型斜向构件。
相比现有技术，本发明的有益效果在于：
(1)本发明是将带有公共建筑的住宅小区模块向上重叠布置。每个模块是由第一、第二巨型竖向构件和与其底部连接的第一、第二巨型水平构件再加上与上述巨型竖向构件和巨型水平构件连接的第一、第二次结构组成。第一次结构布置住宅建筑，第二次结构布置公共建筑，形成一个带公共建筑的住宅小区模块(这里指的是公共建筑在下面，住宅建筑在上面组合为一个小区)。实现普通住宅与公共建筑协调布置。
(2)由于每个模块小区第二次结构公共建筑顶部可设有游泳池(兼消防水池)，上、下有供消防员可到达的灭火、救援工作面，而且受灾人员可上下疏散，交通方便，消防问题较好解决；
(3)由于本发明的建筑物巨型结构是中空的建筑物，所以巨型竖向构件的间距可以加大，根据建筑物的高度协调布置(造价增加不大)，使得建筑物的高度和宽度的比例不大，有利于建筑物抗风、抗震。
(4)由于本发明的建筑物巨型结构形成小区模块，普通住宅与公共建筑协调布置在超高层，人员工作生活方便，流动性小，竖向交通需求量小。模块小区第一次结构中的住宅建筑仅需布置本住宅使用的竖向交通，第二次结构中的公共建筑布置本公共建筑的竖向交通设施和消防楼梯。竖向交通占据空间小，有效利用面积大。在中部巨型竖向构件位置布置上下各模块小区之间的高速多层电梯，解决小区之间以及小区到地面的垂直交通问题。由于每个小 区设有公共建筑，小区之间流动人员少。缓解垂直交通的压力。由于竖向交通设备分工明确，所以占据空间小，建筑物有效使用空间大，且节省竖向交通造价。
(5)本发明的建筑物巨型结构的每个模块小区的公共建筑屋顶可以布置大型空中花园，还可以布置游泳池，大型室外田径运动场供学校使用。公共建筑中可以布置学校、大型商业、写字楼、行政楼、酒店和娱乐场所等。
(6)本发明的建筑物巨型结构开有巨型洞口，各模块小区是中空的，建筑物受风荷载小。建筑物安全度高，且节省造价。
(7)在每个巨型结构小区模块，第一次结构可以围绕巨型竖向构件缓慢旋转，使得各住宅用户分时段获得较好的朝向和景观；
(8)本发明的建筑物巨型结构可以根据需要布置在靠近岸边的江河、湖海中。解决土地紧缺问题。
附图说明
图1为本发明超高层建筑物的巨型结构的立面图；
图2为沿图1中A-A线的剖视图；
图3为本发明一种实施方式的主结构及次结构的立面图；
图4为沿图3中B-B线的剖视图；
图5为设有第一巨型斜向构件的主结构的立面图；
图6为设有第二巨型斜向构件的主结构的立面图。
图中：1、巨型竖向构件；11、第一巨型竖向构件；12、第二巨型竖向构件；2、第一巨型水平构件；3、巨型基础；30、地基；4、第二巨型水平构件；5、第一次结构；6、第二次结构；61、建筑模块；7、旋转板；71、第一小型竖向构件；81、第一巨型斜向构件；82、第二巨型斜向构件。
具体实施方式
下面，结合附图以及具体实施方式，对本发明做进一步描述，需要说明的是，在不相冲突的前提下，以下描述的各实施例之间或各技术特征之间可以任意组合形成新的实施例。
图1为本发明一种超高层建筑物的巨型结构的主结构示意图，整体建筑物的高度为1000m，图2为沿图1中A-A线的剖视图。如图3，本发明是将带有公共建筑的住宅小区模块61向上重叠布置。每个模块61是由第一、第二巨型竖向构件11、12和与其底部连接的第一、第二巨型水平构件2、4再加上与上述巨型竖向构件和巨型水平构件连接的第一、第二次结构 5、6组成。第一次结构布置住宅建筑，第二次结构布置公共建筑，形成一个带公共建筑的住宅小区模块61(这里指的是公共建筑在下面，住宅建筑在上面组合为一个小区)。实现普通住宅与公共建筑协调布置。
1、如图1、2、3、4所示，该超高层建筑物的巨型结构包括主结构和第一次结构5，主结构又称巨型框架，由巨型竖向构件(巨型柱)和巨型水平构件(巨型梁)组成，承受整体结构竖向和水平的作用力；第一次结构5又称次框架或者住宅框架，一般为常规框架，承受着住宅内竖向及水平作用力，并传递给主结构。主结构包括巨型竖向构件1、第一巨型水平构件2，第一巨型竖向构件11上悬挑伸出第一巨型水平构件2，第一次结构5分别与第一巨型竖向构件11和第一巨型水平构件2连接。巨型竖向构件1包括设置在建筑物中心位置的第二巨型竖向构件12和围绕第二巨型竖向构件12设置在建筑物外围的第一巨型竖向构件11，第二巨型竖向构件12和第一巨型竖向构件11底部还连接有巨型基础3，巨型基础3由地基30支撑。第一巨型水平构件2环绕第一巨型竖向构件11布置，其的外围水平区域布置第二巨型水平构件4(在其他实施例中，第一巨型水平构件2还可以设在第二巨型水平构件4上并与第一巨型竖向构件11连接，第一巨型水平构件2与第二巨型水平构件4不处于同一个水平面上)，由此第二巨型水平构件4与第一巨型水平构件2同处一个水平面上并相互连接，并且第二巨型水平构件4通过第一巨型水平构件2与第一巨型竖向构件11连接。且第二巨型水平构件4与第二巨型竖向构件12连接。第一次结构5(即住宅框架)设置于第一巨型水平构件2上。由此，设置在各个第一巨型水平构件2上的第一次结构5彼此不相连接，超高层建筑物呈现中央镂空状态，气流可从外围第一次结构5之间穿过建筑物，使得整体建筑物受到的风荷载大量减小，减小建筑物所受的水平力。另外，本发明超高层建筑物的巨型结构中，第一次结构5为分模块设置，每一模块的第一次结构5将其竖向力传递给其底部的第一巨型水平构件2，进而传递给第一巨型竖向构件11，侧力直接传递给第一巨型竖向构件11，由此实现第一巨型竖向构件的分模块设置、分模块受力，第一巨型竖向构件传力途径明确。
2、作为优选的实施方式，如图1，主结构可以是巨型框架结构，此结构外形美观。
3、作为优选的实施方式，如图5，主结构可以是巨型桁架结构，此结构竖向刚度大，抗风、抗震性能好。此结构含有第一巨型斜向构件81。
4、作为优选的实施方式，如图3所示，每一模块61的第一、二巨型水平构件2、4之上还可以建造出第二次结构6，此处第二次结构6中可以设计为公共场所，例如可以是学校、医院、写字楼、行政办公楼、大型超市、健身活动中心、空中花园等，住在每一模块61的第一次结构5中的住户可以下到第二次结构6中即可进行工作、生活、运动、学习等，而不需要下到整个超高层建筑物的最下端，避免了上下楼带来的不便，由此大大节省了竖向交通设 施和消防楼梯，竖向交通占据空间小，有效利用面积大。节省竖向交通造价。在模块61的住宅中，在第一巨型竖向构件11的位置只布置本住宅所需电梯，竖向交通占据空间小。每个小区第二次结构6的公共建筑布置本公共建筑的竖向交通设施和消防楼梯。竖向交通占据空间小，有效利用面积大。在中部第二巨型竖向构件4位置布置上下各小区之间的高速多层电梯，解决小区之间以及小区到地面的垂直交通。由于每个住宅小区设有公共建筑，小区之间流动人员少。缓解垂直交通的压力。由于竖向交通设备分工明确，所以占据空间小。在本实施例中，根据本模块61住宅人数配置公共建筑，由于公共建筑平面面积大，建造楼层数一般只需数层。所以公共建筑的次结构6贴近巨型水平构件11、12设置，使得巨型水平构件11、12受力明确，在加上前面所述的巨型竖向构件2、4受力明确，使得整个巨型结构受力明确，解决了目前巨型结构受力不明确的问题。另外，由于第一、二次结构5、6靠近巨型竖向构件和巨型水平构件布置，相邻的第一、二次结构5、6之间围成巨型洞口，保证了超高层建筑物的中央呈镂空状态，方便气流穿过该超高层建筑物，大量减小了超高层建筑物承受的风荷载。
第二次结构6中还可以设游泳池或者储水箱，当超高层建筑物出现火灾事故时，能够及时引游泳馆或者储水箱中的水用于灭火，第一次结构住宅发生火灾时住宅中的人员可以迅速往上、下第二次结构公共建筑中逃生，消防员可以利用第二次结构面作为救援平台进行灭火和抢救。第二次结构公共建筑发生火灾时，其中人员可以上、下奔往住宅建筑逃生。解决了高层消防问题。增加了超高楼层的安全性。平时，也能利用游泳池健身或者通过储水箱储水、供水，方便超高楼层住户生活。
5、作为优选的实施方式，如图5，第一巨型斜向构件81可以是拉杆。由于巨型结构尺寸大，采用拉杆可以节省造价。
6、作为优选的实施方式，拉杆上设可调节拉杆长度的装置。当地震发生后，若拉杆发生塑性变形，可通过此装置调节拉杆的长度，恢复构件尺寸。
7、作为优选的实施方式，如图4所示，第一巨型水平构件2上还设置有圆形旋转板7，圆形旋转板7的顶部与第一次结构5固定连接，圆形旋转板7的底部设置有机动滑动装置，从而实现圆形旋转板7带动第一次结构5相对于第一巨型水平构件2旋转。由此，第一次结构5可以围绕第一巨型竖向构件11缓慢旋转，使得居住于第一次结构5中的各住宅用户分时段获得较好的朝向和景观。在具体的实施方式中，圆形旋转板7支撑第一小型竖向构件71，第一小型水平构件与水平环梁连接且与第一小型竖向构件71连接或两端均与第一小型竖向构件71连接，水平环梁与第一巨型竖向构件11滑动连接，既可以传递水平和竖向力，又可以滑动，保证次结构5可以围绕第一巨型竖向构件11缓慢旋转。这里第一小型竖向构件71与第一小型水平构件和水平环梁共同构建出第一次结构5。
8、作为优选的实施方式，如图6所示，该巨型结构还可以包括第二巨型斜向构件82，在任一建筑模块61中，第二巨型斜向构件82的一端与该建筑模块61中的第二巨型水平构件4连接，第二巨型斜向构件82的另一端与设于该建筑模块61中的第二巨型竖向构件12连接。由此，通过第二巨型斜向构件82进一步支撑第二巨型水平构件2，减小第二巨型水平构件2的跨度，节省造价。
9、本发明建筑物的巨型结构可以根据需要布置在靠近岸边的江河、湖海中，以解决土地紧缺的问题。
上述实施方式仅为本发明的优选实施方式，不能以此来限定本发明保护的范围，本领域的技术人员在本发明的基础上所做的任何非实质性的变化及替换均属于本发明所要求保护的范围。

Claims (8)

  1. 一种建筑物的巨型结构，包括主结构和第一次结构，所述主结构包括第一巨型竖向构件、第一巨型水平构件，其特征在于：所述第一巨型竖向构件上悬挑伸出所述第一巨型水平构件，所述第一次结构分别与所述第一巨型水平构件和第一巨型竖向构件连接。
  2. 根据权利要求1所述的一种建筑物的巨型结构，其特征在于：包括巨型框架结构，所述主结构是巨型框架结构。
  3. 根据权利要求1所述的一种建筑物的巨型结构，其特征在于：包括巨型桁架结构和巨型斜向构件，所述主结构是巨型桁架结构，巨型桁架结构含第一巨型斜向构件。
  4. 根据权利要求1所述的一种建筑物的巨型结构，其特征在于：包括第二巨型水平构件和第二次结构，第二次结构由第一巨型水平构件、第二巨型水平构件支撑并靠近第一巨型水平构件、第二巨型水平构件布置，左、右相邻第一次结构和上、下相邻第二次结构围成巨型洞口。
  5. 根据权利要求3所述的一种建筑物的巨型结构，其特征在于：所述第一巨型斜向构件为拉杆。
  6. 根据权利要求5所述的一种建筑物的巨型结构，其特征在于：所述拉杆上安装有可调节拉杆长短的装置。
  7. 根据权利要求1所述的一种建筑物的巨型结构，其特征在于：所述第一次结构可围绕所述第一巨型竖向构件旋转。
  8. 根据权利要求1、3、4所述的一种建筑物的巨型结构，其特征在于：在巨型竖向构件与第二巨型水平构件之间还设有第二巨型斜向构件。
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