CN219863352U - Building connection structure and modularized building - Google Patents
Building connection structure and modularized building Download PDFInfo
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- CN219863352U CN219863352U CN202223122768.5U CN202223122768U CN219863352U CN 219863352 U CN219863352 U CN 219863352U CN 202223122768 U CN202223122768 U CN 202223122768U CN 219863352 U CN219863352 U CN 219863352U
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- 239000010959 steel Substances 0.000 claims abstract description 80
- 230000000712 assembly Effects 0.000 claims description 8
- 238000000429 assembly Methods 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 8
- 238000009434 installation Methods 0.000 abstract description 8
- 238000010276 construction Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
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Abstract
The utility model particularly relates to a building connection structure and a modularized building, wherein the building connection structure comprises a stacking box module, a steel structure side force resisting module and a connection assembly, wherein the stacking box module can be overlapped along the height direction, the steel structure side force resisting module can be arranged on one side of the stacking box module, and the height of the steel structure side force resisting module is not lower than that of the stacking box module. The connecting component is arranged at the top or the bottom of the stacking module and is fixedly connected with the side face of the steel structure lateral force resisting module. According to the building connection structure, the connection assembly is arranged to connect the stacked box module with the steel structure side force resisting module, so that the side force resisting capability of the side force resisting component combination formed by the stacked box module and the steel structure side force resisting module is improved, meanwhile, as the steel structure side force resisting module is of a plate type modularized structure, the stacked box module is of a box type modularized structure, the installation difficulty of the building connection structure is reduced, and the installation efficiency of the side force resisting component combination is improved.
Description
Technical Field
The utility model belongs to the technical field of steel structures, and particularly relates to a building connection structure and a modularized building.
Background
The steel structure is made of steel plates, section steel, steel pipes, steel ropes and the like; heavy-duty, high-rise, large-span and light-weight structural forms formed by welding, riveting, bolting and the like. The steel structure is widely applied to industries such as house construction, large-scale bridges, ships and the like because of lighter self weight and simple construction. Along with the application and development of the large-scale, factory-like and assembled bridge steel structure; large steel structure preforms are becoming more common.
The modularized steel structure is high in prefabrication degree, high in construction speed, free of water and dust on site, and has popularization value. At present, the modularized steel structure is generally divided into a stacked box module structure, a stacked box-side force resisting structure and the like, wherein the stacked box module structure is a structural system formed by stacking box stacked box modules.
In order to realize detachable and recyclable connection, the modules are generally connected by adopting connecting plate bolts or bolts, and the connection rigidity is weak. The side resistance of the modular steel structure can be greatly increased by combining the modules with the side force resisting members. The side force resisting component combination is commonly used and comprises a steel frame and a concrete core tube, wherein the side force resisting component combination bears all horizontal loads, and the stacked box module only bears vertical loads.
However, the steel frame is not high in lateral force resisting capacity as a lateral force resisting component combination, and in high-rise buildings, a concrete core tube is often adopted for the lateral force resisting component combination in order to improve the lateral force resisting capacity of the structure, and the core tube needs to be constructed on site, so that the construction speed is low and the environment is not protected.
Disclosure of Invention
The utility model aims to at least solve the problems that the existing side force resisting component combination cannot simultaneously meet the requirements of high side force resisting capability and high installation efficiency in high-rise buildings. The aim is achieved by the following technical scheme:
a first aspect of the present utility model proposes a building connection structure comprising:
the stacking module can be stacked along the height direction;
the steel structure side force resisting module can be arranged on one side of the stacking module, and the height of the steel structure side force resisting module is not lower than that of the stacking module;
the connecting assembly is arranged at the top or the bottom of the stacking module and is fixedly connected with the side face of the steel structure lateral force resisting module.
The building connection structure comprises a stacking module, a steel structure side force resisting module and a connection assembly. The connecting assembly is used for connecting the stacking module with the steel structure lateral force resisting module, so that the lateral force resisting capability of the lateral force resisting component combination formed by the stacking module and the steel structure lateral force resisting module is improved, and meanwhile, the steel structure lateral force resisting module is of a plate type modularized structure, the stacking module is of a box type modularized structure, the installation difficulty of the building connecting structure is reduced, and the installation efficiency of the lateral force resisting component combination is improved.
In addition, the building connection structure according to the present utility model may further have the following additional technical features:
in some embodiments of the utility model, the connection assembly comprises:
the first connecting piece is used for connecting two adjacent stacked box modules in the height direction;
the second connecting piece is detachably connected to the first connecting piece, and the second connecting piece is provided with a connecting surface which is in fit connection with the side face of the steel structure lateral force resisting module.
In some embodiments of the utility model, the first connector is a plate-like structure and is secured to the stack module by welding or bolting.
In some embodiments of the utility model, the stack module has a top beam and a bottom beam, and the first connection is provided on the top beam and/or the bottom beam of the stack module.
In some embodiments of the present utility model, the second connecting member further has a fixing surface, the fixing surface is disposed perpendicular to the connecting surface, and the fixing surface is fixed to the first connecting member by bolting.
In some embodiments of the utility model, the connection surface is provided on a connection plate of the second connection piece, and the connection plate is fixed to the steel-structure lateral-force-resisting module by welding or bolting.
In some embodiments of the utility model, the steel structure lateral force resisting module has a steel structure active surface for connecting the second connector.
In some embodiments of the utility model, the number of the stack modules is a plurality, and the stack modules can be spliced by the steel structural lateral force resistant modules and the connection assemblies.
The utility model also provides a modularized building, which comprises the building connecting structure, wherein the steel structure lateral force resisting modules are steel tube concrete beam shear walls, the number of the stacking modules is multiple, the stacking modules can be spliced into stacking assemblies, the stacking assemblies can be spliced into stacking units along the horizontal direction, and the steel structure lateral force resisting modules are arranged between two adjacent stacking units.
The modular building according to the second aspect of the present utility model has the same advantages as the building connection structure described above, and will not be described here again.
The third aspect of the utility model also provides a modularized building, which comprises the building connection structure, wherein the steel structure lateral force resisting module is a steel pipe concrete beam shear wall, the steel pipe concrete beam shear wall can be spliced into a core tube structure, and a plurality of stacking modules are arranged on the outer side of the core tube structure.
The modular building according to the third aspect of the present utility model has the same advantages as the building connection structure described above, and will not be described here again.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the utility model. Also, like reference numerals are used to designate like parts throughout the figures. In the drawings:
fig. 1 is a schematic view of a partial structure of a building connection structure according to an embodiment of the present utility model after installation;
FIG. 2 is a schematic view of one of the modular buildings according to the embodiment of the present utility model;
fig. 3 is a schematic view of another construction of a modular building according to an embodiment of the present utility model.
The various references in the drawings are as follows:
1. a stacking module;
2. a stacking assembly;
3. a steel structure lateral force resisting module;
4. a connection assembly;
51. a first stack unit; 52. a second stack unit;
6. a first connector;
7. a second connector;
8. and (5) connecting bolts.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art.
It is to be understood that the terminology used herein is for the purpose of describing particular example embodiments only, and is not intended to be limiting. As used herein, the singular forms "a", "an" and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. The terms "comprises," "comprising," "includes," "including," and "having" are inclusive and therefore specify the presence of stated features, steps, operations, elements, and/or components, but do not preclude the presence or addition of one or more other features, steps, operations, elements, components, and/or groups thereof. The method steps, processes, and operations described herein are not to be construed as necessarily requiring their performance in the particular order described or illustrated, unless an order of performance is explicitly stated. It should also be appreciated that additional or alternative steps may be used.
Although the terms first, second, third, etc. may be used herein to describe various elements, components, regions, layers and/or sections, these elements, components, regions, layers and/or sections should not be limited by these terms. These terms may be only used to distinguish one element, component, region, layer or section from another region, layer or section. Terms such as "first," "second," and other numerical terms when used herein do not imply a sequence or order unless clearly indicated by the context. Thus, a first element, component, region, layer or section discussed below could be termed a second element, component, region, layer or section without departing from the teachings of the example embodiments.
For ease of description, spatially relative terms, such as "inner," "outer," "lower," "below," "upper," "above," and the like, may be used herein to describe one element or feature's relationship to another element or feature as illustrated in the figures. Such spatially relative terms are intended to encompass different orientations of the device in use or operation in addition to the orientation depicted in the figures. For example, if the device in the figures is turned over, elements described as "below" or "beneath" other elements or features would then be oriented "above" or "over" the other elements or features. Thus, the example term "below … …" may include both upper and lower orientations. The device may be otherwise oriented (rotated 90 degrees or in other directions) and the spatial relative relationship descriptors used herein interpreted accordingly.
As shown in fig. 1 and 2, according to an embodiment of the present utility model, there is provided a building connection structure including a stack module 1, a steel structure lateral force resisting module 3, and a connection assembly 4 in an overall design.
Wherein the stack modules 1 can be arranged in a stacked manner in the height direction. The steel structure side force resisting module 3 can be arranged on one side of the stacking module 1, and the height of the steel structure side force resisting module 3 is not lower than that of the stacking module 1. The connecting component 4 is arranged at the top or the bottom of the stacking module 3, and the connecting component 4 is fixedly connected with the side face of the steel structure lateral force resisting module 3.
According to the building connection structure, the connection assembly 4 is arranged to connect the stacking module 1 with the steel structure lateral force resisting module 3, so that the lateral force resisting capability of a lateral force resisting component combination formed by the stacking module 1 and the steel structure lateral force resisting module 3 is improved, meanwhile, as the steel structure lateral force resisting module 3 is of a plate type modularized structure, the stacking module 1 is of a box type modularized structure, the installation difficulty of the building connection structure is reduced, and the installation efficiency of the lateral force resisting component combination is improved.
Specifically, the above-mentioned stacking module 1 is formed by splicing four top beams, four bottom beams and four upright posts. Wherein, the stack module 1 can be overlapped along the height direction to form a stack assembly 2, and the stack assembly 2 at least comprises two stack modules 1. In this embodiment, the stack assembly 2 includes three stack modules 1 that overlap along the direction of height and set up, sets up three stack modules 1 not only be convenient for be under construction, also can effectively cooperate steel construction anti-side force module 3, guarantee to use the anti side force of this building connection structure's modularization building. In this embodiment, the steel structure lateral force resisting module 3 is a steel pipe concrete beam shear wall, on one hand, the connection effect of the steel pipe concrete beam shear wall and the connection component 4 can be ensured, and on the other hand, the steel structure lateral force resisting module 3 can be ensured to have better lateral force resistance.
As shown in fig. 1-3, the connection assembly 4 is disposed at the top or bottom of the stack module 1, and the connection assembly 4 is fixedly connected with the side of the steel structure lateral force resisting module 3. Fig. 1 is a schematic diagram of a connection at the position a in fig. 2, where the connection assembly 4 includes a first connection member 6 and a second connection member 7, and the first connection member 6 is used for connecting two stacks of tank modules 1 adjacent in the height direction. The second connecting piece 7 is detachably connected to the first connecting piece 6, and the second connecting piece 7 is provided with a connecting surface which is in fit connection with the side surface of the steel structure lateral force resisting module 3. The mode of splicing the first connecting piece 6 and the second connecting piece 7 reduces the manufacturing cost of the connecting component 4, and simultaneously, the connecting component 4 is convenient to fix and connect.
In some embodiments of the utility model, the first connection member 6 is a plate-like structure and is fixed to the stack module 1 by welding or bolting. Still as shown in fig. 1, the connection effect between the first connecting piece 6 and the stacked box module 1 can be effectively ensured by adopting a welding or bolting mode, and meanwhile, the plate-shaped structure is adopted as the first connecting piece 6, so that the assembly influence on the stacked box module 1 and the difficulty in production and manufacture are reduced.
Since the above-described stack module 1 has top beams and bottom beams, in the present embodiment the first connection members 6 are provided on the top beams and/or the bottom beams of the stack module 1. As shown in fig. 1, the first connection piece 6 is arranged above the top beam of the lower stack module 1 and below the bottom beam of the upper stack module 1. If the first connecting piece 6 is at the bottom or top of the stack module 1, it is correspondingly only required to be mounted on the bottom girder of the stack module 1 or the top girder of the stack module 1.
In some embodiments of the utility model, the second connecting piece 7 also has a fixing surface, which is arranged perpendicularly to the connecting surface and is fastened to the first connecting piece 6 by means of a screw connection. In order to ensure that the second connecting piece 7 can be fixedly connected with the first connecting piece 6, a fixing surface is arranged on the second connecting piece 7, and the fixing surface and the connecting surface are vertically arranged, in the embodiment, mounting holes are formed in the fixing surface and the connecting surface, and the fixing surface and the connecting surface are fixedly connected through a connecting bolt 8 so as to ensure assembly efficiency and lateral force resistance.
Specifically, the above-mentioned connection surface is provided on the connection plate of the second connection member 7, and the connection plate is fixed to the steel-structure lateral-force-resisting module 3 by welding or bolting. In this embodiment, the second connecting piece 7 is a strip structure, and the section of the second connecting piece 7 is "L" shaped, and the connecting area can be increased by adopting the connecting plate, so as to ensure the effect of connection and fixation.
In this embodiment, the steel-structure lateral-force-resisting module 3 has a steel-structure acting surface for connecting the second connecting member 7, and the steel-structure acting surface is adopted, so that not only can the steel-structure lateral-force-resisting module 3 be well fixedly connected with the second connecting member 7, but also the lateral-force-resisting effect of the steel-structure lateral-force-resisting module 3 can be improved. In addition, the number of the stacked box assemblies 2 can be multiple, and the stacked box assemblies 2 can be spliced through the steel structure lateral force resisting modules 3 and the connecting assemblies 4, so that the usability of the building connecting structure can be improved, the building connecting structure can be arranged according to the design, different projects can be flexibly arranged, and the application range is wide.
The stacked box module 1 and the steel tube concrete beam shear wall only transmit horizontal force, so that horizontal load is guaranteed to be transmitted to the plane of the shear wall, and the steel structure lateral force resisting module 3 bears the horizontal force in the plane. The stack module 1 bears its own vertical load. Moreover, the method is also applicable to the field of the present utility model. The stacked box module 1 is a box-type modularized component, the steel structure lateral force resisting modules 3 are plate-type modularized components which are prefabricated in factories and are assembled into an integral structure through connecting pieces on site, and the construction speed is high.
The second aspect of the present embodiment relates to a modular building, including the building connection structure described above, as shown in fig. 1, where the steel structure lateral force resisting module 3 is a concrete filled steel tube beam shear wall, the number of the stacking modules 1 is plural, and the stacking modules can be spliced into a stacking assembly 2, the stacking assembly 2 can be spliced into stacking units along the horizontal direction, and the steel structure lateral force resisting module 3 is disposed between two adjacent stacking units. In this embodiment, the box stacking assembly 2 is spliced into a first box stacking unit 51 along the width direction, the box stacking assembly 2 is spliced into a second box stacking unit 52 along the length direction, and the first box stacking unit 51 and the second box stacking unit 52 can be spliced into a steel pipe concrete beam shear wall structure in a staggered manner, wherein the steel pipe concrete beam shear wall is generally arranged outside the first box stacking unit 51 and the second box stacking unit 52 and bears lateral force and vertical load of the steel pipe concrete beam shear wall.
The modular building according to the second aspect of the present utility model has the same advantages as the building connection structure described above, and will not be described here again.
The third aspect of the present embodiment relates to a modular building, including the above building connection structure, as shown in fig. 3, the steel structure lateral force resisting module 3 is a steel pipe concrete beam shear wall, the steel pipe concrete beam shear wall can be spliced into a core tube structure, and the outside of the core tube structure is provided with a plurality of stacking modules 1, in the present embodiment, the number of stacking modules 1 is a plurality of, and can be spliced into a stacking assembly 2. The core tube structure is a space structure formed by a steel tube concrete beam shear wall, and is generally arranged near an elevator shaft in the structure to bear lateral force and vertical load of the elevator shaft.
The modular building according to the third aspect of the present utility model has the same advantages as the building connection structure described above, and will not be described here again.
The present utility model is not limited to the above-mentioned embodiments, and any changes or substitutions that can be easily understood by those skilled in the art within the technical scope of the present utility model are intended to be included in the scope of the present utility model. Therefore, the protection scope of the utility model is subject to the protection scope of the claims.
Claims (7)
1. A building connection structure, comprising:
the stacking module can be stacked along the height direction;
the steel structure side force resisting module can be arranged on one side of the stacking module, and the height of the steel structure side force resisting module is not lower than that of the stacking module;
the connecting component is arranged at the top or the bottom of the stacking module and is fixedly connected with the side surface of the steel structure lateral force resisting module;
the connection assembly includes:
the first connecting piece is used for connecting two adjacent stacked box modules in the height direction;
the second connecting piece is detachably connected to the first connecting piece and is provided with a connecting surface which is in fit connection with the side face of the steel structure lateral force resisting module;
the first connecting piece is of a plate-shaped structure and is fixedly connected to the stacking module through welding or bolts;
the stacking module is provided with a top beam and a bottom beam, and the first connecting piece is arranged on the top beam and/or the bottom beam of the stacking module.
2. The building connection structure according to claim 1, wherein the second connection member further has a fixing surface, the fixing surface is disposed perpendicular to the connection surface, and the fixing surface is fixed to the first connection member by bolting.
3. The building connection structure according to claim 2, wherein the connection surface is provided on a connection plate of the second connection member, and the connection plate is fixed to the steel-structure side-force-resistant module by welding or bolting.
4. The building connection according to claim 1, wherein the steel structure lateral force resisting module has a steel structure active surface for connecting the second connection.
5. The building connection structure of claim 4, wherein the number of the stack modules is plural, and the stack modules are capable of being spliced by the steel structure lateral force resistant modules and the connection assembly.
6. A modular building, characterized in that the modular building comprises the building connection structure according to any one of claims 1-5, the steel structure lateral force resisting modules are steel tube concrete beam shear walls, the number of the stacked box modules is multiple, the stacked box modules can be spliced into stacked box assemblies, the stacked box assemblies can be spliced into stacked box units along the horizontal direction, and the steel structure lateral force resisting modules are arranged between every two adjacent stacked box units.
7. A modular building, characterized in that the building connection structure according to any one of claims 1-5 is included, the steel structure lateral force resisting module is a steel pipe concrete beam shear wall, the steel pipe concrete beam shear wall can be spliced into a core tube structure, and a plurality of stacking modules are arranged on the outer side of the core tube structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223122768.5U CN219863352U (en) | 2022-11-22 | 2022-11-22 | Building connection structure and modularized building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223122768.5U CN219863352U (en) | 2022-11-22 | 2022-11-22 | Building connection structure and modularized building |
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| Publication Number | Publication Date |
|---|---|
| CN219863352U true CN219863352U (en) | 2023-10-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223122768.5U Active CN219863352U (en) | 2022-11-22 | 2022-11-22 | Building connection structure and modularized building |
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| Country | Link |
|---|---|
| CN (1) | CN219863352U (en) |
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- 2022-11-22 CN CN202223122768.5U patent/CN219863352U/en active Active
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