Extending butterfly-shaped plane inclined column conversion building structure

Abstract

The utility model discloses an overhanging butterfly-shaped plane inclined column conversion building structure, relates to the technical field of buildings, and is used for solving the problem that an existing frame column is large in section and occupies more indoor space. The overhanging butterfly-shaped plane inclined column conversion building structure comprises a main body structure and an overhanging structure, the overhanging structure and the main body structure are arranged along a first horizontal direction; the overhanging structure comprises a plurality of overhanging platform supporting units, a stand column and a plurality of diagonal draw bar assemblies, the overhanging platform supporting units are arranged at intervals in the vertical direction, one ends of the overhanging platform supporting units are connected with the main body structure, and the other opposite ends of the overhanging platform supporting units are connected with the stand column; the diagonal draw bar assemblies are arranged at intervals in the vertical direction, and each diagonal draw bar assembly comprises a first connecting end and a second connecting end which are oppositely arranged; the first connecting end is connected with the main body structure, and the second connecting end is located below the first connecting end and connected with the stand column.

Description

TECHNICAL FIELD

[0001] The utility model relates to building technical field especially relates to outside stretch butterfly plane inclined column conversion building structure. BACKGROUND

[0002] In the prior art building structure, in order to realize large angle view and building modeling, butterfly plane building structure is usually designed, and in order to support the butterfly plane building structure, a large-section floor frame column is arranged at four outer stretch angles of the butterfly plane inclined column conversion building structure to meet the load bearing design requirement of the butterfly plane building structure.

[0003] When the outer stretch platform has a large stretch size, a frame column needs to be arranged to bear the load of the outer stretch platform, and the problem of not falling of the frame column needs to be solved, and the problem of not too large section of the frame column to affect the line of sight needs to be solved; at the same time, after the lower floor plane and the frame column of the butterfly plane inclined column conversion building structure are retracted, measures need to be taken to bear the load transmitted from the upper floor plane. SUMMARY

[0004] The embodiment of the utility model provides butterfly plane inclined column conversion building structure, solve the problem of not falling of the frame column of the outer stretch platform and the problem of needing to take measures to bear the load transmitted from the upper floor plane after the lower floor plane and the frame column of the building structure are retracted.

[0005] To achieve the above purpose, the embodiment of the utility model adopts the following technical scheme:

[0006] In the first aspect of the application, the application provides a butterfly plane inclined column conversion building structure, which comprises a main structure and an outer stretch structure; the outer stretch structure and the main structure are arranged along a first horizontal direction; the outer stretch structure comprises a plurality of outer stretch platform support units, a stand column and a plurality of inclined pull rod assemblies, the plurality of outer stretch platform support units are arranged at intervals along a vertical direction, one end of the outer stretch platform support unit is connected with the main structure, and the other end opposite to the one end is connected with the stand column; the plurality of inclined pull rod assemblies are arranged at intervals along the vertical direction, and the inclined pull rod assembly comprises a first connecting end and a second connecting end arranged oppositely; the first connecting end is connected with the main structure, and the second connecting end is located below the first connecting end and connected with the stand column.

[0007] The application sets multiple overhanging platform support units, columns and multiple cable-stayed rod assemblies, and the cable-stayed rod assembly comprises oppositely arranged first and second connecting ends, wherein the first connecting end is connected with the main body structure, the second connecting end is located below the first connecting end, and the second connecting end is connected with the column. The cable-stayed rod assembly can share part of the load of the overhanging platform support unit, making the overhanging structure more stable, reducing the size of the overhanging structure, avoiding the overhanging structure occupying a large amount of indoor space of the butterfly-shaped planar overhanging butterfly-shaped planar inclined column conversion building structure, and affecting the use of the indoor space.

[0008] In some embodiments of the application, the multiple overhanging platform support units comprise a first overhanging platform support unit, a second overhanging platform support unit and a third overhanging platform support unit; at least one third overhanging platform support unit is arranged between the first overhanging platform support unit and the second overhanging platform support unit; the first connecting end is connected with the first overhanging platform support unit, and the second connecting end is connected with the second overhanging platform support unit.

[0009] In this way, by arranging the cable-stayed rod assembly between the first overhanging platform support unit, the second overhanging platform support unit and the third overhanging platform support unit, the cable-stayed rod assembly is formed as a whole with the first overhanging platform support unit, the second overhanging platform support unit and the third overhanging platform support unit, making the first overhanging platform support unit, the second overhanging platform support unit and the third overhanging platform support unit more stable, and the cable-stayed rod assembly can connect multiple overhanging platform support units, without arranging a cable-stayed rod assembly at each overhanging platform support unit, making the overhanging structure more compact, further avoiding the overhanging structure occupying a large amount of indoor space, and also avoiding the overhanging structure blocking the indoor view.

[0010] In some embodiments of the application, the overhanging platform support unit comprises a first cross beam and a second cross beam, one end of the first cross beam is connected to a first position of the main body structure, one end of the second cross beam is connected to a second connecting position of the main body structure, the other end of the first cross beam is connected to the other end of the second cross beam, and the first position and the second position are arranged at intervals.

[0011] In this way, by connecting one end of the first cross beam with the main body structure, one end of the second cross beam with the main body structure, and the other end of the first cross beam with the other end of the second cross beam, a triangular structure is formed by the first cross beam, the second cross beam and the main body structure, making the overhanging platform support unit more stable and avoiding the overhanging platform support unit from shaking or breaking.

[0012] In some embodiments of the present application, the diagonal rod assembly comprises a first diagonal rod and a second diagonal rod, a first end of the first diagonal rod is connected to the stand column, and a second end of the first diagonal rod is connected to the first position; a first end of the second diagonal rod is connected to the stand column, and a second end of the second diagonal rod is connected to the second position; the first end of the first diagonal rod and the first end of the second diagonal rod form a first connecting end, and the second end of the first diagonal rod and the second end of the second diagonal rod form a second connecting end.

[0013] In this way, by connecting the first diagonal rod to the stand column and the main structure, and connecting the second diagonal rod to the stand column and the main structure, the first diagonal rod, the second diagonal rod and the main structure form a triangular structure, so that the outrigger platform support unit is more stable, and the structural strength of the outrigger platform support unit is further improved.

[0014] In some embodiments of the present application, the second outrigger platform support unit is connected to a third position of the stand column, and the first connecting end is connected to the third position.

[0015] In this way, the first connecting end is connected to the connection between the second outrigger platform support unit and the stand column, so that the load on the second outrigger platform support unit can be directly transmitted to the diagonal rod assembly, and the load on the stand column can also be directly transmitted to the diagonal rod assembly, so that the diagonal rod can share the load on the second outrigger platform support unit or the load on the stand column, avoiding the load on the second outrigger platform support unit or the load on the stand column being transmitted to other parts of the outrigger structure, causing damage to the outrigger structure, and improving the stability and structural strength of the outrigger structure.

[0016] In some embodiments of the present application, the main structure comprises a core tube structure and a frame structure, the core tube structure is used to connect to the foundation; the frame structure is arranged along a first horizontal direction and connected to the core tube structure; the outrigger platform support unit is arranged on at least one side of the frame structure in a second horizontal direction, and the first connecting end is connected to the frame structure, and the second horizontal direction is perpendicular to the first horizontal direction.

[0017] In this way, the frame structure can improve the field of view of the outrigger butterfly planar inclined column conversion building structure, and connecting the frame structure to the core tube structure can make the core tube structure share the load on the frame structure, so that the frame structure is more stable and is less likely to be damaged due to excessive load.

[0018] In some embodiments of the present application, the main structure further comprises a plurality of inclined columns, the plurality of inclined columns are arranged at intervals along the second horizontal direction and located below the frame structure; the inclined column comprises a third connecting end and a fourth connecting end, the third connecting end is connected to the frame structure, and the fourth connecting end is located below the third connecting end and connected to the core tube structure.

[0019] Therefore, by arranging multiple inclined columns at the lower side of the frame structure, and connecting the inclined columns with the frame structure and the core tube structure respectively, the load of the frame structure can be transmitted to the core tube structure through the inclined columns, so that the core tube structure can share the load of the frame structure, and the frame structure can be more stable, and damage caused by excessive load of the frame structure can be avoided.

[0020] In some embodiments of the present application, the angle between the direction of the fourth connecting end towards the third connecting end and the first horizontal direction is greater than or equal to 35° and less than or equal to 55°.

[0021] In this way, by setting the angle between the direction of the fourth connecting end towards the third connecting end and the first horizontal direction to be greater than or equal to 35° and less than or equal to 55°, the load of the frame structure can be better transmitted to the core tube structure through the inclined columns, and the inclined columns in this angle range have the lowest production cost, thereby reducing the production cost of the extended butterfly planar inclined column conversion building structure. When the angle between the direction of the fourth connecting end towards the third connecting end and the first horizontal direction is less than 35°, the strength of the inclined column needs to be increased to meet the strength requirement of supporting the frame structure, which increases the production cost of the inclined column. When the angle between the direction of the fourth connecting end towards the third connecting end and the first horizontal direction is greater than 55°, the length of the inclined column needs to be increased to meet the length requirement of supporting the frame structure, which also increases the production cost of the inclined column.

[0022] In some embodiments of the present application, the frame structure includes multiple frame columns and multiple frame beams, the multiple frame columns are arranged at intervals along the second horizontal direction, and the multiple frame beams are arranged at intervals along the vertical direction. In the first horizontal direction, one end of the frame beam is connected with the core tube structure, and the other end of the frame beam is connected with the frame column. The third connecting end is connected with the frame beam located at the lowermost layer.

[0023] In this way, by connecting one end of the frame beam with the core tube structure and connecting the other end of the frame beam with the frame column, the frame column can transmit the load of the frame beam at the upper layer to the frame beam at the lower layer, and the third connecting end of the inclined column is connected with the frame beam located at the lowermost layer. The frame beam at the lowermost layer transmits the load to the main structure through the inclined column, so that the core tube structure can share the load of the frame structure, and the frame structure can be more stable, and damage caused by excessive load of the frame structure can be avoided.

[0024] In some embodiments of the present application, the frame beam comprises a plurality of third cross beams and a plurality of fourth cross beams, the third cross beams extend along the second horizontal direction, the plurality of third cross beams are arranged along the second horizontal direction, and one third cross beam is connected between two adjacent frame columns; the fourth cross beams extend along the first horizontal direction, the plurality of fourth cross beams are arranged along the second horizontal direction, and one fourth cross beam is connected between one frame column and the core tube structure; the axis of one inclined column is coplanar with the axis of one fourth cross beam. In this way, by connecting the third cross beams between the two adjacent frame columns and connecting the fourth cross beams between the frame column and the core tube structure, the third cross beams and the fourth cross beams can bear the shear force of the frame structure, improve the structural strength of the frame structure, make the axis of the inclined column coplanar with the axis of the fourth cross beam, make the shear force acting on the fourth cross beam transmitted to the core tube structure through the inclined column, make the core tube structure share the load on the frame structure, make the frame structure more stable, and avoid damage due to too large load on the frame structure.

[0025] In the second aspect of the present application, a construction method of an outwardly extending butterfly-shaped planar inclined column conversion building structure is provided, comprising: S1: constructing a main structure; S2: constructing an outwardly extending structure, and connecting the outwardly extending structure with the main structure.

[0026] In some embodiments of the present application, the main structure comprises: a core tube structure and a frame structure, the core tube structure is used to be connected with a foundation; the frame structure is arranged along the first horizontal direction with the core tube structure and is connected with the core tube structure;

[0027] S1 comprises: S11: constructing the core tube structure; S12: constructing the frame structure, and connecting the frame structure with the core tube structure.

[0028] In some embodiments of the present application, the frame structure further comprises a plurality of inclined columns, the plurality of inclined columns are arranged at intervals along the second horizontal direction and are located at the lower side of the frame structure; S12 comprises: S121: constructing the inclined columns; S122: sequentially constructing the plurality of frame structures upwards, and connecting the lowermost frame structure with the inclined columns.

[0029] In some embodiments of the present application, the outwardly extending structure comprises: a plurality of outwardly extending platform support units, a stand column, and a plurality of inclined pull rod assemblies, the plurality of outwardly extending platform support units are arranged at intervals along the vertical direction, one end of the outwardly extending platform support unit is connected with the main structure, and the other end opposite to the one end is connected with the stand column; the plurality of inclined pull rod assemblies are arranged at intervals along the vertical direction, the inclined pull rod assembly comprises a first connecting end and a second connecting end arranged oppositely; the first connecting end is connected with the main structure, the second connecting end is located below the first connecting end and is connected with the stand column; S2 comprises: S21: constructing the lowermost outwardly extending platform support unit;

[0030] S22: the inclined rod assembly is constructed, one end of the inclined rod assembly is connected with the outrigger support unit, and the other end of the inclined rod assembly is connected with the main body structure; S23: the outrigger support unit is sequentially constructed upwards, and the stand column is arranged between adjacent outrigger support units. BRIEF DESCRIPTION OF DRAWINGS

[0031] Figure 1 A three-dimensional schematic view of the outrigger butterfly planar inclined column conversion building structure provided in the embodiment of the present application is shown in the figure.

[0032] Figure 2 A three-dimensional schematic view of the outrigger butterfly planar inclined column conversion building structure provided in the embodiment of the present application is shown in the figure. Figure 1 An enlarged view of region A in the figure.

[0033] Figure 3 A partial structural schematic view of the support structure provided in the embodiment of the present application is shown in the figure.

[0034] Figure 4 A partial structural schematic view of the support structure provided in the embodiment of the present application is shown in the figure.

[0035] Figure 5 A plan view of the outrigger butterfly planar inclined column conversion building structure provided in the embodiment of the present application is shown in the figure.

[0036] Figure 6 A partial plan view of the outrigger butterfly planar inclined column conversion building structure provided in the embodiment of the present application is shown in the figure.

[0037] Figure 7 An elevation view of the outrigger butterfly planar inclined column conversion building structure provided in the embodiment of the present application is shown in the figure.

[0038] Fig. 1000, the outrigger butterfly planar inclined column conversion building structure; 100, the main body structure; 200, the outrigger structure; 210, the outrigger platform support unit; 220, the stand column; 230, the inclined rod assembly; 240, the rear joint; 211, the first outrigger platform support unit; 212, the second outrigger platform support unit; 213, the third outrigger platform support unit; 214, the first cross beam; 215, the second cross beam; 231, the first inclined rod; 232, the second inclined rod; 110, the core tube structure; 120, the frame structure; 130, the inclined column; 121, the frame column; 122, the frame beam; 1221, the third cross beam; 1222, the fourth cross beam; 300, the elevator frame structure; 310, the first part; 320, the second part; 311, the inclined rod. DETAILED DESCRIPTION

[0039] The embodiments of the present application are described in detail below with reference to the accompanying drawings.

[0040] In the description of the utility model, it needs to be understood that the directions or position relations indicated by the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer" and the like are the directions or position relations shown based on the drawings, and are only for the convenience of describing the utility model and simplifying the description, and therefore cannot be understood as indicating or implying that the devices or elements indicated must have a specific direction, be constructed and operated in a specific direction, and therefore cannot be understood as limiting the utility model.

[0041] The terms "first", "second" are only for the purpose of description, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined with "first", "second" can explicitly or implicitly include one or more of the features. In the description of the utility model, unless otherwise specified, the meaning of "multiple" is two or more.

[0042] In the description of the utility model, it needs to be explained that, unless otherwise explicitly specified and limited, the terms "mounting", "connection", "connection" should be understood broadly, for example, it can be fixed connection, or detachable connection, or integrally connected; it can be mechanical connection, or electrical connection; it can be directly connected, or indirectly connected through intermediate medium, or the communication inside two elements. For ordinary skilled in the art, the specific meaning of the above terms in the utility model can be understood according to the specific circumstances. In addition, when describing the pipeline or channel, "connection", "connection" used in the application has the meaning of conducting. The specific meaning needs to be understood in combination with the context.

[0043] In the embodiments of the present application, the words such as "exemplary" or "for example" are used to represent as an example, illustration or description. Any embodiment or design scheme described as "exemplary" or "for example" in the embodiments of the present application should not be interpreted as more preferred or more advantageous than other embodiments or design schemes. On the contrary, the words such as "exemplary" or "for example" are intended to present the relevant concept in a specific manner.

[0044] In the existing building structure, in order to realize large-angle viewing field, such as 270° balcony, a butterfly-shaped plane building structure is usually designed, in order to support the butterfly-shaped plane building structure, a large-section floor frame column is arranged at four outer extending corners to meet the bearing load design requirement of the butterfly-shaped plane building structure. However, the frame column with large section will occupy a large indoor space of the butterfly-shaped plane building structure, affecting the use of indoor space. To achieve the above purpose, the embodiments of the utility model adopt the following technical solutions:

[0045] In the first aspect of the present application, such as Figure 1 、 Figure 2 andFigure 3 As shown, the application provides an outrigger butterfly planar inclined column conversion building structure 1000, which comprises a main body structure 100 and an outrigger structure 200. The outrigger structure 200 is arranged along a first horizontal direction with the main body structure 100. The outrigger structure 200 comprises a plurality of outrigger platform support units 210, a column 220 and a plurality of inclined cable assemblies 230. The plurality of outrigger platform support units 210 are arranged along a vertical direction, one end of the outrigger platform support unit 210 is connected with the main body structure 100, and the opposite end is connected with the column 220. The plurality of inclined cable assemblies 230 are arranged along the vertical direction, and the inclined cable assembly 230 comprises a first connecting end and a second connecting end arranged oppositely. The first connecting end is connected with the main body structure 100, and the second connecting end is located below the first connecting end and connected with the column 220.

[0046] The main body structure 100 is the main load-bearing structure of the outrigger butterfly planar inclined column conversion building structure 1000, and is used to bear the main load of the outrigger butterfly planar inclined column conversion building structure 1000. The main body structure 100 can be a steel structure or a reinforced concrete structure.

[0047] It should be noted that the connection mode of the outrigger platform support unit 210 and the main body structure 100 can be welding, hinging or pinning, and the outrigger platform support unit 210 can also be an integral structure with the main body structure 100, which is not limited in the application.

[0048] In addition, the outrigger butterfly planar inclined column conversion building structure 1000 can comprise one outrigger structure 200. The outrigger butterfly planar inclined column conversion building structure 1000 can also comprise a plurality of outrigger structures 200, which can be arranged on one side of the main body structure 100, or on opposite sides of the main body structure 100, which is not limited in the application.

[0049] The material of the outrigger platform support unit 210, the column 220 and the inclined cable assembly 230 can be reinforced concrete structure, steel or aluminum alloy, which is not limited in the application.

[0050] It should be noted that the column 220 can be a hanging column, and the column 220 can also be a support column, which is not limited in the application.

[0051] The application sets multiple outrigger platform support units 210, columns 220 and multiple cable-stayed rod assemblies 230, and the cable-stayed rod assembly 230 includes oppositely arranged first and second connecting ends, wherein the first connecting end is connected with the main body structure 100, the second connecting end is located below the first connecting end, and the second connecting end is connected with the column 220. The cable-stayed rod assembly 230 bears the load transmitted by the outrigger platform support unit 210 and the column 220, and the cable-stayed rod assembly 230, the support unit 210, the column 220 and the main body structure 100 form a stable system, solving the problem of the non-flooring of the outrigger structure 200.

[0052] In some embodiments of the application, as shown in Figure 1 、 Figure 2 and Figure 3 , the multiple outrigger platform support units 210 include a first outrigger platform support unit 211, a second outrigger platform support unit 212 and a third outrigger platform support unit 213. At least one third outrigger platform support unit 213 is arranged between the first and second outrigger platform support units 211 and 212. The first connecting end is connected with the first outrigger platform support unit 211, and the second connecting end is connected with the second outrigger platform support unit 212.

[0053] Wherein, the cable-stayed rod assembly 230 can be connected with the third outrigger platform support unit 213, and the cable-stayed rod assembly 230 can also be not connected with the third outrigger platform support unit 213, which is not limited in the application.

[0054] It should be noted that the multiple outrigger platform support units 210 can include one first outrigger platform support unit 211, one second outrigger platform support unit 212 and one third outrigger platform support unit 213. The multiple outrigger platform support units 210 can also include one first outrigger platform support unit 211, one second outrigger platform support unit 212 and multiple third outrigger platform support units 213. The multiple outrigger platform support units 210 can also include multiple first outrigger platform support units 211, multiple second outrigger platform support units 212 and multiple third outrigger platform support units 213, and at least one third outrigger platform support unit 213 is arranged between any two first and second outrigger platform support units 211 and 212. Wherein, one cable-stayed rod assembly 230 is arranged between any two first and second outrigger platform support units 211 and 212. The application is not limited in this regard.

[0055] It should be noted that, as shown in Figure 3As shown, the column 220 can be a hanging column, when the column 220 is a hanging column, the column 220 is arranged below the first outrigger platform support unit 211, one end of the column 220 is connected with the first outrigger platform support unit 211, the other end of the column 220 is connected with the second outrigger platform support unit 212 below the first outrigger platform support unit 211, the column 220 pulls up the second outrigger platform support unit 212 as a hanging column, the column 220 is also arranged below the second outrigger platform support unit 212 to pull up the adjacent third outrigger platform support unit 213, and the plurality of outrigger platform support units are sequentially connected.

[0056] As shown, the column 220 can be a hanging column, when the column 220 is a hanging column, the column 220 is arranged below the first outrigger platform support unit 211, one end of the column 220 is connected with the first outrigger platform support unit 211, the other end of the column 220 is connected with the second outrigger platform support unit 212 below the first outrigger platform support unit 211, the column 220 pulls up the second outrigger platform support unit 212 as a hanging column, the column 220 is also arranged below the second outrigger platform support unit 212 to pull up the adjacent third outrigger platform support unit 213, and the plurality of outrigger platform support units are sequentially connected.

[0057] As shown, the column 220 can be a hanging column, when the column 220 is a hanging column, the column 220 is arranged below the first outrigger platform support unit 211, one end of the column 220 is connected with the first outrigger platform support unit 211, the other end of the column 220 is connected with the second outrigger platform support unit 212 below the first outrigger platform support unit 211, the column 220 pulls up the second outrigger platform support unit 212 as a hanging column, the column 220 is also arranged below the second outrigger platform support unit 212 to pull up the adjacent third outrigger platform support unit 213, and the plurality of outrigger platform support units are sequentially connected. Figure 4 As shown, the column 220 can be a hanging column, when the column 220 is a hanging column, the column 220 is arranged below the first outrigger platform support unit 211, one end of the column 220 is connected with the first outrigger platform support unit 211, the other end of the column 220 is connected with the second outrigger platform support unit 212 below the first outrigger platform support unit 211, the column 220 pulls up the second outrigger platform support unit 212 as a hanging column, the column 220 is also arranged below the second outrigger platform support unit 212 to pull up the adjacent third outrigger platform support unit 213, and the plurality of outrigger platform support units are sequentially connected.

[0058] As shown, the column 220 can be a hanging column, when the column 220 is a hanging column, the column 220 is arranged below the first outrigger platform support unit 211, one end of the column 220 is connected with the first outrigger platform support unit 211, the other end of the column 220 is connected with the second outrigger platform support unit 212 below the first outrigger platform support unit 211, the column 220 pulls up the second outrigger platform support unit 212 as a hanging column, the column 220 is also arranged below the second outrigger platform support unit 212 to pull up the adjacent third outrigger platform support unit 213, and the plurality of outrigger platform support units are sequentially connected.

[0059] In this way, by arranging the cable-stayed rod assembly 230 between the first outrigger platform support unit 211, the second outrigger platform support unit 212 and the third outrigger platform support unit 213, the cable-stayed rod assembly 230 is integrated with the first outrigger platform support unit 211, the second outrigger platform support unit 212 and the third outrigger platform support unit 213, the cable-stayed rod assembly 230, the second outrigger platform support unit 212 and the main body structure 100 form a triangular structure, which can support the first outrigger platform support unit 211 and the third outrigger platform support unit 213, so that the integrated structure formed by the first outrigger platform support unit 211, the second outrigger platform support unit 212 and the third outrigger platform support unit 213 has sufficient rigidity and strength to bear the upper or lower load; and the cable-stayed rod assembly 230 can connect the multiple layers of the outrigger platform support unit 210, without arranging the cable-stayed rod assembly 230 on each layer of the outrigger platform support unit 210, so that the stress is simpler and more direct. In some embodiments of the present application, two third outrigger platform support units 213 are arranged between the first outrigger platform support unit 211 and the second outrigger platform support unit 212. The first connecting end is connected with the first outrigger platform support unit 211, and the second connecting end is connected with the second outrigger platform support unit 212.

[0060] In this way, by arranging the cable-stayed rod assembly 230 between the first outrigger platform support unit 211, the second outrigger platform support unit 212 and the third outrigger platform support unit 213, the cable-stayed rod assembly 230 is integrated with the first outrigger platform support unit 211, the second outrigger platform support unit 212 and the third outrigger platform support unit 213, the cable-stayed rod assembly 230, the second outrigger platform support unit 212 and the main body structure 100 form a triangular structure, which can support the first outrigger platform support unit 211 and the third outrigger platform support unit 213, so that the integrated structure formed by the first outrigger platform support unit 211, the second outrigger platform support unit 212 and the third outrigger platform support unit 213 has sufficient rigidity and strength to bear the upper or lower load; and the cable-stayed rod assembly 230 can connect the multiple layers of the outrigger platform support unit 210, without arranging the cable-stayed rod assembly 230 on each layer of the outrigger platform support unit 210, so that the stress is simpler and more direct. In some embodiments of the present application, two third outrigger platform support units 213 are arranged between the first outrigger platform support unit 211 and the second outrigger platform support unit 212. The first connecting end is connected with the first outrigger platform support unit 211, and the second connecting end is connected with the second outrigger platform support unit 212.

[0061] In some embodiments of the present application, as shown in Figure 5 and Figure 6 The outrigger platform support unit 210 includes a first cross beam 214 and a second cross beam 215, one end of the first cross beam 214 is connected to a first position of the main body structure 100, one end of the second cross beam 215 is connected to a second connecting position of the main body structure 100, the other end of the first cross beam 214 is connected to the other end of the second cross beam 215, and the first position and the second position are arranged at intervals.

[0062] The connection mode of the first cross beam 214 and the main body structure 100 can be welding, riveting or screwing, etc., and the first cross beam 214 and the main body structure 100 can also be an integrated structure. The connection mode of the second cross beam 215 and the main body structure 100 can be welding, riveting or screwing, etc., and the second cross beam 215 and the main body structure 100 can also be an integrated structure, which is not limited in the present application.

[0063] It should be noted that the first position and the second position can be located in the same horizontal plane, so that the overhanging platform support unit 210 remains horizontal, which is not limited in the present application.

[0064] In this way, by connecting one end of the first cross beam 214 to the main structure 100, connecting one end of the second cross beam 215 to the main structure 100, and connecting the other end of the first cross beam 214 to the other end of the second cross beam 215, the first cross beam 214, the second cross beam 215 and the main structure 100 form a triangular structure.

[0065] In some embodiments of the present application, as shown in Figure 2 and Figure 4 The diagonal rod assembly 230 includes a first diagonal rod 231 and a second diagonal rod 232. The first end of the first diagonal rod 231 is connected to the column 220, and the second end of the first diagonal rod 231 is connected to the first position. The first end of the second diagonal rod 232 is connected to the column 220, and the second end of the second diagonal rod 232 is connected to the second position. The first end of the first diagonal rod 231 and the first end of the second diagonal rod 232 form a first connection end, and the second end of the first diagonal rod 231 and the second end of the second diagonal rod 232 form a second connection end.

[0066] In this way, by connecting the first diagonal rod 231 to the column 220 and the main structure 100, and connecting the second diagonal rod 232 to the column 220 and the main structure 100, the first diagonal rod 231, the second diagonal rod 232 and the main structure 100 form a triangular structure, thereby improving the overall strength and load-bearing capacity of the overhanging platform support unit 210.

[0067] In some embodiments of the present application, the second overhanging platform support unit 212 is connected to a third position of the column 220, and the first connection end is connected to the third position.

[0068] In this way, the first connection end is connected to the connection between the second overhanging platform support unit 212 and the column 220, so that the load on the second overhanging platform support unit 212 can be directly transmitted to the diagonal rod assembly 230, and the load on the column 220 can also be directly transmitted to the diagonal rod assembly 230, so that the diagonal rod can share the load on the second overhanging platform support unit 212 or the load on the column 220, and the load on the overhanging platform support unit 210 is transmitted to the main structure 100.

[0069] In some embodiments of the present application, as shown in Figure 5 and Figure 6As shown, the main body structure 100 comprises a core tube structure 110 and a frame structure 120, the core tube structure 110 is used to be connected with the foundation. The frame structure 120 is arranged along a first horizontal direction with the core tube structure 110, and is connected with the core tube structure 110. The outrigger platform support unit 210 is arranged on at least one side of the frame structure 120 in a second horizontal direction, and the first connecting end is connected with the frame structure 120, and the second horizontal direction is perpendicular to the first horizontal direction.

[0070] It should be noted that along the first horizontal direction, one side of the core tube structure 110 can be provided with the frame structure 120, and the main body structure 100 can also be provided with the frame structure 120 on both sides. Along the second horizontal direction, the frame structure 120 can be provided with the outrigger platform support unit 210 on one side, and the frame structure 120 can also be provided with the outrigger platform support unit 210 on both sides. The present application does not limit this.

[0071] In this way, the frame structure 120 can improve the field of view range of the outrigger butterfly plane inclined column conversion building structure 1000, and the frame structure 120 is connected with the core tube structure 110, so that the core tube structure 110 can share the load on the frame structure 120.

[0072] In some embodiments of the present application, as shown in Figure 5 and Figure 7 The main body structure 100 further comprises a plurality of inclined columns 130, the plurality of inclined columns 130 are arranged at intervals along the second horizontal direction and are located on the lower side of the frame structure 120. The inclined column 130 comprises a third connecting end and a fourth connecting end, the third connecting end is connected with the frame structure 120, and the fourth connecting end is located below the third connecting end and is connected with the core tube structure 110.

[0073] Among them, the material of the inclined column 130 can be selected from concrete, steel, aluminum alloy or a combination of concrete and metal material, which meets the requirements of rigidity and bearing capacity, and the present application does not limit this.

[0074] In this way, by arranging a plurality of inclined columns 130 on the lower side of the frame structure 120. The inclined column 130 is connected with the frame structure 120 and the core tube structure 110 respectively, and the load of the frame structure 120 can be transmitted to the core tube structure 110 through the inclined column 130, so that the core tube structure 110 can share the load on the frame structure 120, and the frame structure 120 can be more stable, so as to form a stable triangular system, and the structural stability and safety are ensured.

[0075] In some embodiments of the present application, the angle between the direction of the fourth connecting end towards the third connecting end and the first horizontal direction is greater than or equal to 35° and less than or equal to 55°.

[0076] The included angle between the direction of the fourth connecting end towards the third connecting end and the first horizontal direction can be 35°, 45° or 55°, which is not limited in the application.

[0077] In this way, by setting the included angle between the direction of the fourth connecting end towards the third connecting end and the first horizontal direction to be greater than or equal to 35° and less than or equal to 55°, the diagonal strut 130 in the angle range ensures the architectural effect and realizes reasonable stress. When the included angle between the direction of the fourth connecting end towards the third connecting end and the first horizontal direction is less than 35°, the suspension effect and the architectural effect cannot be achieved. When the included angle between the direction of the fourth connecting end towards the third connecting end and the first horizontal direction is greater than 55°, the cross-sectional size of the diagonal strut 130 and the adjacent component needs to be increased, which cannot achieve the cost optimization effect.

[0078] In some embodiments of the application, as shown in Figure 6 and Figure 7 The frame structure 120 includes a plurality of frame columns 121 and a plurality of frame beams 122. The plurality of frame columns 121 are arranged at intervals along the second horizontal direction. The plurality of frame beams 122 are arranged at intervals along the vertical direction. Along the first horizontal direction, one end of the frame beam 122 is connected with the core tube structure 110, and the other end of the frame beam 122 is connected with the frame column 121. The third connecting end is connected with the frame beam 122 located at the lowermost layer.

[0079] It should be noted that one frame beam 122 and one outrigger platform support unit 210 can be at the same floor, which is not limited in the application.

[0080] In this way, by connecting one end of the frame beam 122 with the core tube structure 110 and connecting the other end of the frame beam 122 with the frame column 121, the frame column 121 can transmit the load of the above floor to the next layer of frame column 121, and the third connecting end of the inclined column 130 is connected with the lowermost end of the frame column 121 located at the lowermost layer. The frame column 121 at the lowermost layer transmits the load to the main structure 100 through the inclined column 130, so that the core tube structure 110 can share the load on the frame structure 120. The frame beam 122, the inclined column 130 and the core tube form a stable triangular system, which ensures the stability and safety of the structure.

[0081] In some embodiments of the application, as shown in Figure 6 and Figure 7As shown, the frame beam 122 includes a plurality of third cross beams 1221 extending along the second horizontal direction, the plurality of third cross beams 1221 are arranged along the second horizontal direction, and one third cross beam 1221 is connected between two adjacent frame columns 121. The fourth cross beam 1222 extends along the first horizontal direction, the plurality of fourth cross beams 1222 are arranged along the second horizontal direction, and one fourth cross beam 1222 is connected between one frame column 121 and the core tube structure 110. The axis of one inclined column 130 is coplanar with the axis of one fourth cross beam 1222.

[0082] In this way, the horizontal component of the axial force of the inclined column 130 is transmitted to the core tube shear wall coplanar with the axis of the inclined column 130 through the frame beam 122, so that the force transmission of the structure is more direct and simple, and the stability and safety of the structure are ensured.

[0083] In some embodiments of the present application, as shown, Figure 5 As shown, the outer butterfly-shaped planar inclined column conversion building structure 1000 further includes: an elevator frame structure 300, the elevator frame structure 300 is arranged along the second horizontal direction with the main structure 100, and the elevator frame structure 300 includes: a first part 310 and a second part 320, the first part 310 is connected with the main structure 100, and the second part 320 is arranged on both sides of the first part 310, the first part 310 and the second part 320 are arranged along the first horizontal direction, and the first part 310 includes: a plurality of inclined rods 311, and the plurality of inclined rods 311 are arranged in a horizontal direction.

[0084] In this way, the elevator frame structure 300 is arranged on the outside of the main structure 100 to meet the architectural modeling and functional requirements, a plurality of inclined rods 311 are arranged in the first part 310, and the plurality of inclined rods 311 are arranged in a horizontal direction. The inclined rod 311 can make the elevator frame structure 300 have better lateral stiffness, strength and stability.

[0085] In a second aspect of the present application, a construction method of an outer butterfly-shaped planar inclined column conversion building structure is provided, including: S1: constructing the main structure 100; and S2: constructing the outer structure 200 and connecting the outer structure 200 with the main structure 100.

[0086] In some embodiments of the present application, the main structure 100 includes: a core tube structure 110 and a frame structure 120, the core tube structure 110 is used to be connected with the foundation; the frame structure 120 is arranged along the first horizontal direction with the core tube structure 110 and is connected with the core tube structure 110;

[0087] S1 comprises: S11: constructing the core tube structure 110; and S12: constructing the frame structure 120 and connecting the frame structure 120 to the core tube structure 110.

[0088] In some embodiments of the present application, the frame structure 120 further comprises a plurality of inclined columns 130, the plurality of inclined columns 130 are arranged at intervals along the second horizontal direction and are located at the lower side of the frame structure 120; S12 comprises: S121: constructing the inclined columns; and S122: sequentially constructing the plurality of frame structures 120 upwards and connecting the lowermost frame structure 120 to the inclined columns.

[0089] In some embodiments of the present application, the overhanging structure 200 comprises: a plurality of overhanging platform support units 210, a vertical column 220, a plurality of inclined pull rod assemblies 230, and a rear joint 240; the plurality of overhanging platform support units 210 are arranged at intervals along the vertical direction, one end of the overhanging platform support unit 210 is connected to the main body structure 100, and the other end opposite to the one end is connected to the vertical column 220; the plurality of inclined pull rod assemblies 230 are arranged at intervals along the vertical direction, the inclined pull rod assembly 230 comprises a first connecting end and a second connecting end arranged oppositely; the first connecting end is connected to the main body structure 100, and the second connecting end is located below the first connecting end and is connected to the vertical column 220; S2 comprises: S21: constructing the lowermost overhanging platform support unit 210; S22: constructing the inclined pull rod assembly 230, connecting one end of the inclined pull rod assembly 230 to the overhanging platform support unit 210, and connecting the other end of the inclined pull rod assembly 230 to the main body structure 100; and S23: sequentially constructing the overhanging platform support units 210 upwards and arranging the vertical column 220 between adjacent overhanging platform support units 210.

[0090] In some embodiments of the present application, every four layers of the overhanging platform support unit 210 is a substructure, one diagonal pull rod assembly 230 is arranged every four layers, the diagonal pull rod assembly 230 and the overhanging platform support unit 210 form a triangular stable system, the lower end of the diagonal pull rod assembly 230 is connected with the second overhanging platform support unit 212 and the column 220, the upper end of the diagonal pull rod assembly 230 is connected with the first overhanging platform support unit 211 and the main structure, then the third overhanging platform support unit 213 is connected with the main structure 100 to complete the construction, forming a stable substructure to bear the load of the upper overhanging platform support unit 210, at this time the column 220 is a strut, in order to avoid the load of the upper overhanging platform support unit 210 being continuously transmitted and accumulated downward, resulting in a large cross section of the component affecting the architectural beauty, the uppermost overhanging platform support unit 210 is not provided with a column 220; and the rear joint 240 is arranged below the second overhanging platform support unit 212, the rear joint 240 can be a sleeve, the sleeve is sleeved between the second overhanging platform support unit 212 and the third overhanging platform support unit 213 below, when the building structure is under the action of self weight, the overhanging structure 200 has completed most of the vertical deformation, the sleeve is welded to avoid the load being transmitted to the substructure by the multiple overhanging platform support units above the second overhanging platform support unit 212.

[0091] In some embodiments of the present application, every four layers of the overhanging platform support unit 210 is a substructure, one diagonal pull rod assembly 230 is arranged every four layers, the diagonal pull rod assembly 230 and the overhanging platform support unit 210 form a triangular stable system, the lower end of the diagonal pull rod assembly 230 is connected with the second overhanging platform support unit 212 and the column 220, the upper end of the diagonal pull rod assembly 230 is connected with the first overhanging platform support unit 211 and the main structure, then the third overhanging platform support unit 213 is connected with the main structure 100 to complete the construction. Forming a stable substructure to bear the load of the lower overhanging platform support unit 210, at this time the column 220 below the first overhanging platform support unit 211 is a hanging column, in order to avoid the load of the overhanging platform support unit 210 being continuously transmitted and accumulated downward, resulting in a large cross section of the component affecting the architectural beauty, the uppermost overhanging platform support unit 210 of the substructure is not provided with a column 220 above; and the rear joint 240 is arranged above the second overhanging platform support unit 212, the rear joint 240 can be a sleeve, the sleeve is sleeved between the second overhanging platform support unit 212 and the third overhanging platform support unit 213 above, when the building structure is under the action of self weight, the overhanging structure 200 has completed most of the vertical deformation, the sleeve is welded to avoid the load being transmitted to the substructure by the multiple overhanging platform support units below the second overhanging platform support unit 212.

[0092] In some embodiments of the present application, every eight layers is an outrigger platform support unit 210 substructure, every four layers is provided with a cable-stayed rod assembly 230, the cable-stayed rod assembly 230, the outrigger platform support unit 210 and the main structure form a triangular stable system, the lower end of the cable-stayed rod assembly 230 is connected with the second outrigger platform support unit 212 and the column 220, the upper end of the cable-stayed rod assembly 230 is connected with the first outrigger platform support unit 211 and the main structure 100, and the third outrigger platform support unit 213 is connected with the main structure 100 to complete the construction. A stable substructure is formed to bear the load of the upper and lower outrigger platform support units 210, at this time, the column 220 above the second outrigger platform support unit 212 is a support column, and the column 220 below the second outrigger platform support unit 212 is a hanging column. In order to avoid the load of the outrigger platform support unit 210 being continuously transmitted and accumulated downward, resulting in a large cross section of the component and affecting the architectural beauty, the uppermost layer of the outrigger platform support unit 210 of the substructure is not provided with a column 220; the lowermost layer of the outrigger platform support unit 210 of the substructure is also not provided with a column 220; and the rear joint 240 is arranged below the uppermost layer of the second outrigger platform support unit 212, and the rear joint 240 is arranged above the lowermost layer of the second outrigger platform support unit 212. The rear joint 240 can be a sleeve, which is sleeved between the second outrigger platform support unit 212 and the third outrigger platform support unit 213 below, and is welded when the building structure is under the action of self weight and the outrigger structure 200 has completed most of the vertical deformation.

[0093] Although the present application has been described in connection with various embodiments thereof, it will be understood that other modifications and variations will be apparent to those skilled in the art in view of the foregoing disclosure, the drawings and the accompanying claims. It is therefore contemplated that the application will be practiced otherwise than as specifically set forth herein. In particular, with regard to the use of the term "including" as well as other forms such as "comprising" or "having", these terms are not limiting but for describing the presence of one or more features, integers, steps, operations, elements, and / or components. The use of "first", "second", "third" and / or "fourth" to describe a common object does not necessarily indicate an ordering, but rather indicates that a common object is being referred to. The singular forms "a", "an" and "the" include plural referents unless the context clearly dictates otherwise. Terms of approximation such as "substantially", "approximately", "essentially", "about" or the like, refer to quantities, dimensions, shapes, features, values and / or the like that are acceptable variations off a true or intended quantity, dimension, shape, feature, value, and / or the like. Such terms of approximation can allow for a number of variations and, therefore, the scope of the claims should not be limited to a given embodiment or embodiment component, but should be given the full breadth of their ordinary meaning and the full breadth of equivalents thereof. The use of the terms "first" "second" and / or "third" and / or "fourth" to describe a common object does not necessarily indicate an ordering, but rather indicates that a common object is being referred to. The singular forms "a", "an" and "the" include plural referents unless the context clearly dictates otherwise. Terms of approximation such as "substantially", "approximately", "essentially", "about" or the like, refer to quantities, dimensions, shapes, features, values and / or the like that are acceptable variations off a true or intended quantity, dimension, shape, feature, value, and / or the like. Such terms of approximation can allow for a number of variations and, therefore, the scope of the claims should not be limited to a given embodiment or embodiment component, but should be given the full breadth of their ordinary meaning and the full breadth of equivalents thereof.

[0094] Although the present application has been described in connection with specific features thereof, it will be understood that various modifications and variations can be made to the application without departing from the spirit and scope of the application. Accordingly, it is intended that the present application be viewed broadly within the scope of the claims and / or any additional claims associated therewith. It will be apparent to those skilled in the art that various modifications and variations can be made to the present application without departing from the spirit or scope of the application. Thus, it is intended that the present application cover modifications and variations of this application provided they come within the scope of the appended claims and their equivalents.

[0095] The above merely describes a specific implementation of the present application, but the protection scope of the present application is not limited thereto, any skilled person in the art can easily think of changes or replacements within the technical range disclosed by the present application, which should be covered in the protection scope of the present application. Therefore, the protection scope of the present application should be subject to the protection scope of the claims.

Claims

1. A planar sloping column conversion building structure of a cantilevered butterfly shape, characterized by, The utility model relates to a kind of building structures, including: Main structure; Extension structure, which is arranged along a first horizontal direction with the main structure; The extension structure includes: A plurality of extension platform support units are spaced apart along a vertical direction, A column, one end of the extension platform support unit is connected with the main structure, and the opposite end of the extension platform support unit is connected with the column; A plurality of inclined rod assemblies are spaced apart along the vertical direction, and the inclined rod assembly includes oppositely arranged first and second connecting ends; The first connecting end is connected with the main structure, and the second connecting end is located below the first connecting end and is connected with the column.

2. The cantilevered butterfly planar sloping column transfer building structure according to claim 1, wherein, The plurality of extension platform support units include first, second and third extension platform support units; At least one third extension platform support unit is provided between the first and second extension platform support units; The first connecting end is connected with the first extension platform support unit, and the second connecting end is connected with the second extension platform support unit.

3. The cantilevered butterfly planar sloping column transfer building structure according to claim 1 or 2, wherein, The extension platform support unit includes first and second crossbeams, one end of the first crossbeam is connected to a first position of the main structure, one end of the second crossbeam is connected to a second position of the main structure, the other end of the first crossbeam is connected to the other end of the second crossbeam, and the first and second positions are spaced apart.

4. The cantilevered butterfly planar sloping column transfer building structure according to claim 3, wherein, The inclined rod assembly includes: A first inclined rod, a first end of the first inclined rod is connected with the column, and a second end of the first inclined rod is connected to the first position; A second inclined rod, a first end of the second inclined rod is connected with the column, and a second end of the second inclined rod is connected to the second position; The first ends of the first and second inclined rods form the first connecting end, and the second ends of the first and second inclined rods form the second connecting end.

5. The cantilevered butterfly planar sloping column transfer building structure according to claim 2, wherein, The second extension platform support unit is connected to a third position of the column, and the first connecting end is connected to the third position.

6. The cantilevered butterfly planar sloping column transfer building structure according to claim 1 or 2, wherein, The main structure includes: A core tube structure for connecting with a foundation; A frame structure arranged along a first horizontal direction with the core tube structure and connected to the core tube structure; The extension platform support unit is provided on at least one side of the frame structure in a second horizontal direction, and the first connecting end is connected to the frame structure, wherein the second horizontal direction is perpendicular to the first horizontal direction.

7. The cantilevered butterfly planar sloping column transfer building structure according to claim 6, wherein, The frame structure further includes a plurality of inclined columns spaced apart along the second horizontal direction and located on the lower side of the frame structure; The inclined column includes a third connecting end and a fourth connecting end, the third connecting end is connected with the frame structure, and the fourth connecting end is located below the third connecting end and is connected with the core tube structure.

8. The cantilevered butterfly planar sloping column transfer building structure according to claim 7, wherein, The angle between the fourth connecting end and the first horizontal direction in the direction of the third connecting end is greater than or equal to 35° and less than or equal to 55°.

9. The cantilevered butterfly planar sloping column transfer building structure according to claim 7, wherein, The frame structure comprises: a plurality of frame columns, which are arranged at intervals along the second horizontal direction; a plurality of frame beams, which are arranged at intervals along the vertical direction; along the first horizontal direction, one end of the frame beam is connected with the core tube structure, and the other end of the frame beam is connected with the frame column; the third connecting end is connected with the frame beam located at the lowermost layer.

10. The cantilevered butterfly planar sloping column transfer building structure according to claim 9, wherein, The frame beam comprises: a plurality of third cross beams, which extend along the second horizontal direction, and which are arranged in an array along the second horizontal direction, one third cross beam being connected between two adjacent frame columns; a plurality of fourth cross beams, which extend along the first horizontal direction, and which are arranged in an array along the second horizontal direction, one fourth cross beam being connected between one frame column and the core tube structure; an axis of the inclined column is coplanar with an axis of the fourth cross beam.

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