CN216640968U - Fabricated building structure with combined steel structure and concrete structure - Google Patents
Fabricated building structure with combined steel structure and concrete structure Download PDFInfo
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- CN216640968U CN216640968U CN202220125341.1U CN202220125341U CN216640968U CN 216640968 U CN216640968 U CN 216640968U CN 202220125341 U CN202220125341 U CN 202220125341U CN 216640968 U CN216640968 U CN 216640968U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 98
- 239000010959 steel Substances 0.000 title claims abstract description 98
- 239000004567 concrete Substances 0.000 title claims abstract description 64
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 claims description 2
- 239000011178 precast concrete Substances 0.000 claims 3
- 230000008878 coupling Effects 0.000 claims 1
- 238000010168 coupling process Methods 0.000 claims 1
- 238000005859 coupling reaction Methods 0.000 claims 1
- 230000005484 gravity Effects 0.000 abstract description 4
- 230000000149 penetrating effect Effects 0.000 abstract 1
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- 230000002093 peripheral effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
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Abstract
Description
技术领域technical field
本实用新型属于建筑工程技术领域,特别是涉及钢结构与混凝土结构相结合的装配式建筑结构。The utility model belongs to the technical field of construction engineering, in particular to a prefabricated building structure combining a steel structure and a concrete structure.
背景技术Background technique
模块化建筑由于其制作简单、运输方便和安装快捷等特点已经得到越来越广泛的应用,但是在现有的模块化建筑领域中,现有的装配式墙体的承载能力以及装配式房屋整体搭建结构的承载强度有限,搭建过高时连接处容易出现裂纹,且连接处使用的型材钢梁容易变形,使得装配式房屋的房屋高度不能建太高,从而局限了装配式房屋的应用,因此,提出钢结构与混凝土结构相结合的装配式建筑结构。Modular buildings have been more and more widely used due to their simple production, convenient transportation and quick installation, but in the existing modular building field, the bearing capacity of the existing prefabricated walls and the overall The bearing strength of the building structure is limited. When the building is too high, cracks are prone to occur at the connection, and the profile steel beams used at the connection are easily deformed, so that the height of the prefabricated house cannot be built too high, thus limiting the application of the prefabricated house. Therefore, , proposed a prefabricated building structure combining steel structure and concrete structure.
实用新型内容Utility model content
本实用新型的目的在于提供钢结构与混凝土结构相结合的装配式建筑结构,解决现有背景技术中提出的问题。The purpose of the present utility model is to provide a prefabricated building structure combining steel structure and concrete structure, so as to solve the problems raised in the prior art.
为解决上述技术问题,本实用新型是通过以下技术方案实现的:In order to solve the above-mentioned technical problems, the utility model is realized through the following technical solutions:
本实用新型为钢结构与混凝土结构相结合的装配式建筑结构,包括第一混凝土预制墙板、第二混凝土预制墙板和型材钢梁,所述第一混凝土预制墙板内设置有若干结构支撑钢管,需要组装其他墙体的位置对应的所述结构支撑钢管周侧面设置有若干连接环,所述结构支撑钢管两端均设置有连接板,所述连接板一表面设置有若干固定孔,所述第一混凝土预制墙板相对两表面分别设置有凹槽和连接环,所述凹槽内设置有卡环,所述结构支撑钢管穿过卡环与连接环使第一混凝土预制墙板与第二混凝土预制墙板相连接,便于将两块混凝土预制墙板固定连接,避免其承受重力时连接处产生裂纹;所述第二混凝土预制墙板上表面设置有型材钢梁,所述型材钢梁一表面设置有若干连接孔,所述型材钢梁一端延伸至第一混凝土预制墙板上表面,所述型材钢梁两侧均设置有辅助钢梁,所述型材钢梁与辅助钢梁上表面设置有连接件,所述连接件一表面设置有穿孔,所述穿孔内设置有连接钢筋,所述连接件上表面设置有楼板,所述楼板一表面上设置有圆孔,所述连接钢筋贯穿圆孔,所述型材钢梁为“H”形板体结构,所述型材钢梁相对两表面均设置轨道槽,所述轨道槽内设置有支撑板。The utility model relates to a prefabricated building structure combining a steel structure and a concrete structure, comprising a first prefabricated concrete wall panel, a second prefabricated concrete wall panel and a profile steel beam, wherein a plurality of structural supports are arranged in the first prefabricated concrete wall panel A steel pipe, a number of connecting rings are arranged on the peripheral side of the structural support steel pipe corresponding to the positions where other walls need to be assembled, and connecting plates are provided at both ends of the structural support steel pipe, and a surface of the connecting plate is provided with a number of fixing holes. The first concrete prefabricated wall panel is respectively provided with a groove and a connecting ring on the opposite two surfaces, a snap ring is arranged in the groove, and the structural support steel pipe passes through the snap ring and the connecting ring to make the first concrete prefabricated wall panel and the second The two prefabricated concrete wall panels are connected to facilitate the fixed connection of the two prefabricated concrete wall panels to avoid cracks at the joints when they are subjected to gravity; the surface of the second prefabricated concrete wall panel is provided with profile steel beams, and the profile steel beams A surface is provided with a number of connecting holes, one end of the profile steel beam extends to the upper surface of the first prefabricated concrete wall panel, auxiliary steel beams are provided on both sides of the profile steel beam, and the profile steel beam and the upper surface of the auxiliary steel beam A connecting piece is provided, a surface of the connecting piece is provided with a perforation, a connecting steel bar is arranged in the through hole, a floor plate is arranged on the upper surface of the connecting piece, and a circular hole is arranged on a surface of the floor plate, and the connecting steel bar passes through A round hole, the profile steel beam is an "H"-shaped plate body structure, a track groove is arranged on the opposite two surfaces of the profile steel beam, and a support plate is arranged in the track groove.
进一步地,所述连接孔的位置与结构支撑钢管的孔洞相适应,便于使各个部分固定连接。Further, the positions of the connection holes are adapted to the holes of the structural support steel pipes, so as to facilitate the fixed connection of each part.
进一步地,所述连接件为“T”形板体结构,所述连接件下表面设置有L形限位板,便于对型材钢梁进行限位,避免对不齐不成直角。Further, the connecting piece is a "T"-shaped plate structure, and the lower surface of the connecting piece is provided with an L-shaped limiting plate, which is convenient for limiting the profile steel beams and avoiding misalignment and non-right angles.
进一步地,所述第一混凝土预制墙板和第二混凝土预制墙板为相同结构。Further, the first prefabricated concrete wall panel and the second prefabricated concrete wall panel have the same structure.
进一步地,所述型材钢梁与辅助钢梁为相同结构。Further, the profile steel beam and the auxiliary steel beam have the same structure.
进一步地,所述支撑板的形状和大小均与轨道槽相适应,所述支撑板与轨道槽之间滑动配合,便于对型材钢梁进行加强,避免其变形。Further, the shape and size of the support plate are adapted to the track groove, and the support plate and the track groove are slidably matched to facilitate the reinforcement of the profile steel beam and avoid its deformation.
本实用新型具有以下有益效果:The utility model has the following beneficial effects:
本实用新型通过结构支撑钢管穿过卡环与连接环使第一混凝土预制墙板与第二混凝土预制墙板相连接,便于将两块混凝土预制墙板固定连接,避免其承受重力时连接处产生裂纹;通过支撑板与轨道槽之间滑动配合,便于对型材钢梁进行加强,避免其变形;还通过在楼板上下两表面对称设置有连接件,便于对型材钢梁或连接部位进行限位,避免对不齐不成直角。The utility model connects the first prefabricated concrete wall panel with the second prefabricated concrete wall panel through the structural support steel pipe passing through the snap ring and the connecting ring, which facilitates the fixed connection of the two prefabricated concrete wall panels and avoids the occurrence of the joint when they bear gravity. Cracks; through the sliding fit between the support plate and the track groove, it is convenient to strengthen the profile steel beam and avoid its deformation; also by symmetrically disposing connecting pieces on the upper and lower surfaces of the floor plate, it is convenient to limit the profile steel beam or the connection part, Avoid misalignment at right angles.
当然,实施本实用新型的任一产品并不一定需要同时达到以上所述的所有优点。Of course, any product implementing the present invention does not necessarily need to simultaneously achieve all of the above-mentioned advantages.
附图说明Description of drawings
为了更清楚地说明本实用新型实施例的技术方案,下面将对实施例描述所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to illustrate the technical solutions of the embodiments of the present invention more clearly, the accompanying drawings required to describe the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments of the present invention. For those of ordinary skill in the art, other drawings can also be obtained from these drawings without any creative effort.
图1为钢结构与混凝土结构相结合的装配式建筑结构的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the prefabricated building structure combining steel structure and concrete structure;
图2为钢结构与混凝土结构相结合的装配式建筑结构的主视图;Fig. 2 is the front view of the prefabricated building structure combining steel structure and concrete structure;
图3为图2中A-A剖面图;Fig. 3 is A-A sectional view in Fig. 2;
图4为图3中B-B剖面图;Fig. 4 is B-B sectional view in Fig. 3;
图5为图3中C-C剖面图。FIG. 5 is a C-C sectional view of FIG. 3 .
附图中,各标号所代表的部件列表如下:In the accompanying drawings, the list of components represented by each number is as follows:
1-第一混凝土预制墙板,2-第二混凝土预制墙板,3-型材钢梁,101-结构支撑钢管,1011-连接环,1012-连接板,1013-固定孔,1014-凹槽,1015-卡环,301-连接孔,3011-辅助钢梁,3012-连接件,3013-穿孔,3014-连接钢筋,3015-L形限位板,3016-楼板,3017-轨道槽,3018-支撑板。1-First concrete prefabricated wall panel, 2-Second concrete prefabricated wall panel, 3-Profile steel beam, 101-Structural support steel pipe, 1011-Connecting ring, 1012-Connecting plate, 1013-Fixing hole, 1014-Groove, 1015-Snap ring, 301-Connecting hole, 3011-Auxiliary steel beam, 3012-Connecting piece, 3013-Perforation, 3014-Connecting steel bar, 3015-L-shaped limit plate, 3016-Slab, 3017-Track groove, 3018-Support plate.
具体实施方式Detailed ways
下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其它实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the implementations. example. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.
在本实用新型的描述中,需要理解的是,术语“上”、“中”、“外”、“内”等指示方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的组件或元件必须具有特定的方位,以特定的方位构造和操作,因此不能理解为对本实用新型的限制。In the description of the present invention, it should be understood that the terms "up", "middle", "outside", "inside", etc. indicate orientation or positional relationships, and are only for the convenience of describing the present invention and simplifying the description, rather than It is indicated or implied that the components or elements referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore should not be construed as a limitation of the present invention.
请参阅图1-图5所示,本实用新型为钢结构与混凝土结构相结合的装配式建筑结构,包括第一混凝土预制墙板1、第二混凝土预制墙板2和型材钢梁3,第一混凝土预制墙板1和第二混凝土预制墙板2为相同结构;第一混凝土预制墙板1内设置有若干结构支撑钢管101,需要组装其他墙体的位置对应的结构支撑钢管101周侧面设置有若干连接环1011,结构支撑钢管101两端均设置有连接板1012,连接板1012一表面设置有若干固定孔1013,第一混凝土预制墙板1相对两表面分别设置有凹槽1014和连接环1011,凹槽1014内设置有卡环1015,结构支撑钢管101穿过卡环1015与连接环1011使第一混凝土预制墙板1与第二混凝土预制墙板2相连接,便于将两块混凝土预制墙板固定连接,避免其承受重力时连接处产生裂纹。Please refer to Fig. 1-Fig. 5, the utility model is a prefabricated building structure combining a steel structure and a concrete structure, comprising a first prefabricated
其中,第二混凝土预制墙板2上表面设置有型材钢梁3,型材钢梁3一表面设置有若干连接孔301,连接孔301的位置与结构支撑钢管101的孔洞相适应,便于使各个部分固定连接;型材钢梁3一端延伸至第一混凝土预制墙板1上表面,型材钢梁3两侧均设置有辅助钢梁3011,型材钢梁3与辅助钢梁3011为相同结构;型材钢梁3与辅助钢梁3011上表面设置有连接件3012,连接件3012为“T”形板体结构,连接件3012下表面设置有L形限位板3015,便于对型材钢梁3进行限位,避免对不齐不成直角;连接件3012一表面设置有穿孔3013,穿孔3013内设置有连接钢筋3014,连接件3012上表面设置有楼板3016,楼板3016一表面上设置有圆孔,连接钢筋3014贯穿圆孔,型材钢梁3为“H”形板体结构,型材钢梁3相对两表面均设置轨道槽3017,轨道槽3017内设置有支撑板3018,支撑板3018的形状和大小均与轨道槽3017相适应,支撑板3018与轨道槽3017之间滑动配合,便于对型材钢梁3进行加强,避免其变形。Wherein, the upper surface of the second prefabricated
请参阅图1-图5所示,本实施例为钢结构与混凝土结构相结合的装配式建筑结构的工作原理:当两块混凝土墙板进行组装时,首先将第一混凝土预制墙板1的凹槽1014对准凸起的连接环1011,使凹槽1014内的卡环1015与连接环1011交替配合,然后使结构支撑钢管101穿过卡环1015和连接环1011时两块混凝土预制墙板固定连接,然后将混凝土浆灌入凹槽1014内,使两块预制墙板成为一体,然后再将型材钢梁3放置在第二混凝土预制墙板2上,辅助钢梁3011放置在第一混凝土预制墙板1上,然后盖上连接件3012在穿孔3013内插入连接钢筋3014,然后时连接钢筋3014穿过楼板3016,在楼板3016上部的连接钢筋3014上同样安装上连接件3012,然后重复向上增加预制墙板即可。Please refer to FIG. 1-FIG. 5. This embodiment is the working principle of a prefabricated building structure combining a steel structure and a concrete structure: when two concrete wall panels are assembled, the first concrete
在本说明书的描述中,参考术语“一个实施例”、“示例”、“具体示例”等的描述意指结合该实施例或示例描述的具体特征、结构、材料或者特点包含于本实用新型的至少一个实施例或示例中。在本说明书中,对上述术语的示意性表述不一定指的是相同的实施例或示例。而且,描述的具体特征、结构、材料或者特点可以在任何的一个或多个实施例或示例中以合适的方式结合。In the description of this specification, description with reference to the terms "one embodiment", "example", "specific example", etc. means that a specific feature, structure, material or characteristic described in connection with the embodiment or example is included in the present invention. in at least one embodiment or example. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
以上公开的本实用新型优选实施例只是用于帮助阐述本实用新型。优选实施例并没有详尽叙述所有的细节,也不限制该实用新型仅为所述的具体实施方式。显然,根据本说明书的内容,可作很多的修改和变化。本说明书选取并具体描述这些实施例,是为了更好地解释本实用新型的原理和实际应用,从而使所属技术领域技术人员能很好地理解和利用本实用新型。本实用新型仅受权利要求书及其全部范围和等效物的限制。The preferred embodiments of the present invention disclosed above are only used to help illustrate the present invention. The preferred embodiments do not describe all the details, nor do they limit the invention to only the described embodiments. Obviously, many modifications and variations are possible in light of the content of this specification. This specification selects and specifically describes these embodiments in order to better explain the principle and practical application of the present invention, so that those skilled in the art can well understand and utilize the present invention. The present invention is limited only by the claims and their full scope and equivalents.
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