CN211257036U - Fabricated base with double-side beam - Google Patents
Fabricated base with double-side beam Download PDFInfo
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Abstract
Description
技术领域technical field
本实用新型涉及一种具有双边梁的装配式基座,属于装配式建筑领域。The utility model relates to a prefabricated base with bilateral beams, belonging to the field of prefabricated buildings.
背景技术Background technique
由预制部品部件在工地装配而成的建筑,称为装配式建筑,其中,装配式建筑按预制构件的形式和施工方法分为砌块建筑、板材建筑、盒式建筑、骨架板材建筑及升板升层建筑等五种类型。Buildings assembled from prefabricated parts at the construction site are called prefabricated buildings. Prefabricated buildings are divided into block buildings, plate buildings, box buildings, skeleton plate buildings and lift plates according to the form and construction method of prefabricated components. There are five types of elevated buildings.
现有技术的基座中,不仅需要浇筑基础底座,还需要于基础底座上安装楼盖系统。In the foundation of the prior art, not only the foundation base needs to be poured, but also the floor system needs to be installed on the foundation base.
实用新型内容Utility model content
本实用新型的目的是提供一种具有双边梁的装配式基座,该基座系统不仅设计合理、施工效率高,具有结构稳定、承载能力强的优点,还能能够利用双边梁的设计,进一步提升楼盖系统的荷载能力,保证房屋结构的稳定性。The purpose of this utility model is to provide a prefabricated base with bilateral beams. The base system not only has reasonable design, high construction efficiency, but also has the advantages of stable structure and strong bearing capacity, and can also utilize the design of bilateral beams to further Improve the load capacity of the floor system and ensure the stability of the building structure.
为达到上述目的,本实用新型采用的技术方案是:一种具有双边梁的装配式基座,包括基础底座和安装于基础底座上的楼盖,此基础底座包括外基础墙、内基础墙和安装于外基础墙与内基础墙顶面的第一垫梁,所述楼盖包括边梁、楼板梁和铺装于边梁与楼板梁上的胶合板,所述边梁安装在外基础墙的第一垫梁顶面,所述内基础墙的第一垫梁上安装有端梁,所述楼板梁架接于边梁和与边梁对应的端梁之间;所述边梁进一步包括内侧边梁、外侧边梁和安装在内侧边梁与外侧边梁之间的连接件,所述内侧边梁和外侧边梁均包括腹板和位于腹板两侧的翼板,所述内侧边梁和外侧边梁的开口位于同一方向,所述连接件位于外侧边梁的开口中并与外侧边梁的腹板的内侧壁连接,此连接件还与内侧边梁的腹板的外侧壁连接。In order to achieve the above-mentioned purpose, the technical scheme adopted by the present utility model is: a prefabricated base with bilateral beams, comprising a base base and a floor cover installed on the base base, and the base base includes an outer foundation wall, an inner foundation wall and a floor covering. The first cushion beam installed on the top surface of the outer foundation wall and the inner foundation wall, the floor cover includes side beams, floor beams and plywood paved on the side beams and the floor beams, and the side beams are installed on the first cushion beams of the outer foundation wall. a top surface of a cushion beam, an end beam is installed on the first cushion beam of the inner foundation wall, the floor beam frame is connected between the side beam and the end beam corresponding to the side beam; the side beam further comprises an inner side beam The side beams, the outer side beams and the connecting pieces installed between the inner side beams and the outer side beams, the inner side beams and the outer side beams both include webs and wings on both sides of the webs, The openings of the inner side beam and the outer side beam are located in the same direction. The outer side walls of the webs of the edge beams are connected.
上述技术方案中进一步改进的方案如下:The further improved scheme in the above technical scheme is as follows:
1. 上述方案中,所述内侧边梁和外侧边梁间隔设置。1. In the above solution, the inner side beam and the outer side beam are arranged at intervals.
2. 上述方案中,所述连接件呈C形设置,所述连接件包括底板、位于底板两侧的侧板和分布于侧板端部的侧翼板,所述侧翼板通过螺钉固定在外侧边梁的腹板上,所述底板通过螺钉固定在内侧边梁的腹板上。2. In the above scheme, the connecting piece is arranged in a C shape, and the connecting piece includes a bottom plate, side plates located on both sides of the bottom plate, and flank plates distributed at the ends of the side plates, and the flank plates are fixed on the outer side by screws. On the web of the beam, the bottom plate is fixed on the web of the inner side beam by screws.
3. 上述方案中,所述连接件的顶端和底端分别于外侧边梁的两个翼板接触。3. In the above solution, the top and bottom ends of the connector are respectively in contact with the two wings of the outer side beam.
4. 上述方案中,所述边梁和端梁均为U型钢。4. In the above scheme, the side beams and the end beams are both U-shaped steels.
5. 上述方案中,所述边梁和端梁均为C型钢。5. In the above scheme, the side beams and the end beams are both C-shaped steels.
由于上述技术方案的运用,本实用新型与现有技术相比具有下列优点:Due to the application of the above-mentioned technical solutions, the present invention has the following advantages compared with the prior art:
1、本实用新型具有双边梁的装配式基座,其括基础底座和安装于基础底座上的楼盖,此基础底座包括外基础墙、内基础墙和安装于外基础墙与内基础墙顶面的第一垫梁,所述楼盖包括边梁、楼板梁和铺装于边梁与楼板梁上的胶合板,所述边梁安装在外基础墙的第一垫梁顶面,所述内基础墙的第一垫梁上安装有端梁,所述楼板梁架接于边梁和与边梁对应的端梁之间,通过边梁与外基础墙的搭接,将整个楼盖系统安装在基础底座顶面,再利用端梁和边梁的配合架接楼板梁,将楼板梁的荷载分担至端梁底面的内基础墙和边梁底面的外基础墙上,结构稳定、荷载能力强,而通过外基础墙和内基础墙位置直接安装与其适配长度的边梁及端梁即可,再于其中拼装上适配的楼板梁,其制作简单、组装方便,施工效率较高。1. The utility model has a prefabricated base with bilateral beams, which includes a base base and a floor cover installed on the base base, and this base base includes an outer foundation wall, an inner foundation wall, and is installed on the outer foundation wall and the inner foundation wall top. The first cushion beam of the outer foundation wall, the floor cover includes side beams, floor beams and plywood paved on the side beams and the floor beams, the side beams are installed on the top surface of the first cushion beam of the outer foundation wall, and the inner foundation An end beam is installed on the first cushion beam of the wall, and the floor beam frame is connected between the side beam and the end beam corresponding to the side beam. On the top surface of the foundation base, the end beam and the side beam are used to connect the floor beam, and the load of the floor beam is shared to the inner foundation wall at the bottom of the end beam and the outer foundation wall at the bottom of the side beam. The structure is stable and the load capacity is strong. The side beams and end beams of the corresponding length can be directly installed through the positions of the outer foundation wall and the inner foundation wall, and then the corresponding floor beams are assembled therein, which is simple to manufacture, easy to assemble, and has high construction efficiency.
2、本实用新型具有双边梁的装配式基座,其包括内侧边梁、外侧边梁和安装在内侧边梁与外侧边梁之间的连接件,所述内侧边梁和外侧边梁均包括腹板和位于腹板两侧的翼板,所述内侧边梁和外侧边梁的开口位于同一方向,所述连接件位于外侧边梁的开口中并与外侧边梁的腹板的内侧壁连接,此连接件还与内侧边梁的腹板的外侧壁连接,所述连接件的顶端和底端分别于外侧边梁的两个翼板接触,通过选用带有翼板的型钢作为内侧边梁和外侧边梁,提高边梁的受力面积,配合双边梁的设计,进一步提升楼盖系统的荷载能力,保证房屋结构的稳定性,而通过卡接在外侧边梁开口中的连接件连接内侧边梁和外侧边梁,既能隐藏连接件,减少其占据空间,又能为外侧边梁两侧的翼板提供支撑点,进一步提升外侧边梁的荷载能力。2. The utility model has a prefabricated base with bilateral beams, which comprises an inner side beam, an outer side beam and a connector installed between the inner side beam and the outer side beam, and the inner side beam and the outer side beam are installed. The outer side beams all include webs and wings on both sides of the web, the openings of the inner side beams and the outer side beams are located in the same direction, and the connecting pieces are located in the openings of the outer side beams and are connected to the outer side beams. The inner side wall of the web of the side beam is connected, and the connecting piece is also connected with the outer side wall of the web of the inner side beam, and the top end and the bottom end of the connecting piece are respectively in contact with the two wings of the outer side beam, By selecting profiled steel with wing plates as the inner side beam and outer side beam, the stress area of the side beam is increased, and with the design of the bilateral beam, the load capacity of the floor system is further improved, and the stability of the building structure is ensured. The inner side beam and the outer side beam are connected by the connecting piece that is clamped in the opening of the outer side beam, which can not only hide the connecting piece and reduce the space it occupies, but also provide support points for the wings on both sides of the outer side beam. Further increase the load capacity of the outer side beams.
附图说明Description of drawings
附图1为本实用新型具有双边梁的装配式基座的整体结构示意图;Accompanying
附图2为边梁、楼板梁和端梁部分的结构示意图;Accompanying
附图3内侧边梁和外侧边梁部分的结构示意图。Figure 3 is a schematic structural diagram of the inner side beam and the outer side beam part.
以下附图中:1、基础底座;11、外基础墙;12、内基础墙;13、第一垫梁;2、楼盖;21、边梁;22、楼板梁;23、胶合板;24、端梁;3、内侧边梁;301、腹板;302、翼板;4、外侧边梁;5、连接件;501、底板;502、侧板;503、侧翼板。In the following drawings: 1, foundation base; 11, outer foundation wall; 12, inner foundation wall; 13, first cushion beam; 2, floor cover; 21, side beam; 22, floor beam; 23, plywood; 24, end beam; 3, inner side beam; 301, web plate; 302, wing plate; 4, outer side beam; 5, connecting piece; 501, bottom plate; 502, side plate; 503, side wing plate.
具体实施方式Detailed ways
实施例1:一种具有双边梁的装配式基座,参照附图1-3,包括基础底座1和安装于基础底座1上的楼盖2,此基础底座1包括外基础墙11、内基础墙12和安装于外基础墙11与内基础墙12顶面的第一垫梁13,所述楼盖2包括边梁21、楼板梁22和铺装于边梁21与楼板梁22上的胶合板23,所述边梁21安装在外基础墙11的第一垫梁13顶面,所述内基础墙12的第一垫梁13上安装有端梁24,所述楼板梁22架接于边梁21和与边梁21对应的端梁24之间;所述边梁进一步包括内侧边梁3、外侧边梁4和安装在内侧边梁3与外侧边梁4之间的连接件5,所述内侧边梁3和外侧边梁4均包括腹板301和位于腹板301两侧的翼板302,所述内侧边梁3和外侧边梁4的开口位于同一方向,所述连接件5位于外侧边梁4的开口中并与外侧边梁4的腹板301的内侧壁连接,此连接件5还与内侧边梁3的腹板301的外侧壁连接。Embodiment 1: a prefabricated base with bilateral beams, with reference to accompanying drawings 1-3, including a
上述内侧边梁3和外侧边梁4间隔设置;所述连接件5呈C形设置,所述连接件5包括底板501、位于底板501两侧的侧板502和分布于侧板502端部的侧翼板503,所述侧翼板503通过螺钉固定在外侧边梁4的腹板301上,所述底板501通过螺钉固定在内侧边梁3的腹板301上;所述连接件5的顶端和底端分别于外侧边梁4的两个翼板302接触;所述边梁21和端梁24均为U型钢。The above-mentioned
实施例2:一种具有双边梁的装配式基座,参照附图1-3,包括基础底座1和安装于基础底座1上的楼盖2,此基础底座1包括外基础墙11、内基础墙12和安装于外基础墙11与内基础墙12顶面的第一垫梁13,所述楼盖2包括边梁21、楼板梁22和铺装于边梁21与楼板梁22上的胶合板23,所述边梁21安装在外基础墙11的第一垫梁13顶面,所述内基础墙12的第一垫梁13上安装有端梁24,所述楼板梁22架接于边梁21和与边梁21对应的端梁24之间;所述边梁进一步包括内侧边梁3、外侧边梁4和安装在内侧边梁3与外侧边梁4之间的连接件5,所述内侧边梁3和外侧边梁4均包括腹板301和位于腹板301两侧的翼板302,所述内侧边梁3和外侧边梁4的开口位于同一方向,所述连接件5位于外侧边梁4的开口中并与外侧边梁4的腹板301的内侧壁连接,此连接件5还与内侧边梁3的腹板301的外侧壁连接。Embodiment 2: a prefabricated base with bilateral beams, with reference to accompanying drawings 1-3, comprising a
上述连接件5呈C形设置,所述连接件5包括底板501、位于底板501两侧的侧板502和分布于侧板502端部的侧翼板503,所述侧翼板503通过螺钉固定在外侧边梁4的腹板301上,所述底板501通过螺钉固定在内侧边梁3的腹板301上;所述连接件5的顶端和底端分别于外侧边梁4的两个翼板302接触;所述边梁21和端梁24均为C型钢。The
采用上述具有双边梁的装配式基座时,其通过边梁与外基础墙的搭接,将整个楼盖系统安装在基础底座顶面,再利用端梁和边梁的配合架接楼板梁,将楼板梁的荷载分担至端梁底面的内基础墙和边梁底面的外基础墙上,结构稳定、荷载能力强,而通过外基础墙和内基础墙位置直接安装与其适配长度的边梁及端梁即可,再于其中拼装上适配的楼板梁,其制作简单、组装方便,施工效率较高;When the above-mentioned prefabricated base with double-sided beams is used, the entire floor system is installed on the top surface of the foundation base through the overlap between the side beams and the outer foundation wall, and then the floor beams are connected by the cooperation of the end beams and the side beams. The load of the floor beam is shared to the inner foundation wall at the bottom of the end beam and the outer foundation wall at the bottom of the side beam, the structure is stable and the load capacity is strong. The beam can be used, and then the corresponding floor beam is assembled in it, which is simple to manufacture, easy to assemble, and has high construction efficiency;
另外,通过选用带有翼板的型钢作为内侧边梁和外侧边梁,提高边梁的受力面积,配合双边梁的设计,进一步提升楼盖系统的荷载能力,保证房屋结构的稳定性,而通过卡接在外侧边梁开口中的连接件连接内侧边梁和外侧边梁,既能隐藏连接件,减少其占据空间,又能为外侧边梁两侧的翼板提供支撑点,进一步提升外侧边梁的荷载能力。In addition, the section steel with wing plates is used as the inner side beam and the outer side beam to increase the stress area of the side beam, and with the design of the bilateral beam, the load capacity of the floor system is further improved and the stability of the house structure is guaranteed. , and the inner side beam and the outer side beam are connected by the connecting piece clamped in the opening of the outer side beam, which can not only hide the connecting piece, reduce the space it occupies, but also provide support for the wings on both sides of the outer side beam. point to further increase the load capacity of the outer side beams.
上述实施例只为说明本实用新型的技术构思及特点,其目的在于让熟悉此项技术的人士能够了解本实用新型的内容并据以实施,并不能以此限制本实用新型的保护范围。凡根据本实用新型精神实质所作的等效变化或修饰,都应涵盖在本实用新型的保护范围之内。The above-mentioned embodiments are only to illustrate the technical concept and characteristics of the present invention, and the purpose thereof is to enable those who are familiar with the technology to understand the content of the present invention and implement accordingly, and cannot limit the protection scope of the present invention with this. All equivalent changes or modifications made according to the spirit of the present invention shall be included within the protection scope of the present invention.
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