CN207828758U - A kind of novel fabricated combination beam - Google Patents
A kind of novel fabricated combination beam Download PDFInfo
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- CN207828758U CN207828758U CN201721866657.1U CN201721866657U CN207828758U CN 207828758 U CN207828758 U CN 207828758U CN 201721866657 U CN201721866657 U CN 201721866657U CN 207828758 U CN207828758 U CN 207828758U
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Abstract
本实用新型公开了一种新型装配式组合梁,包括底座、支柱、底板、开孔钢板、混凝土板、螺栓、螺母和混凝土开孔,所述底座上方固定连接有支柱,所述支柱上方固定连接有底板,所述底板两侧均通过焊接的方式固定连接有开孔钢板,所述底板上方设置有混凝土板,所述混凝土板下方设置有混凝土开孔。本实用新型结构简单,设计新颖,通过实际工程的观察与思考,查阅了大量相关文献,总结前人们的研究成果,提出一种新型装配式组合梁结构形式,完全装配式,施工方便快捷,可节省施工支模工序和模板,减少脚手架的搭建,有利于现场施工,节约人力、物力、财力,经济效益好,具有良好的力学性能抵抗纵向剪力和横向掀起力。
The utility model discloses a novel assembled composite beam, which comprises a base, a pillar, a bottom plate, a perforated steel plate, a concrete plate, bolts, nuts and concrete holes, a pillar is fixedly connected above the base, and a pillar is fixedly connected above the pillar. There is a bottom plate, and both sides of the bottom plate are fixedly connected with perforated steel plates by welding, a concrete slab is arranged above the bottom slab, and concrete holes are arranged below the concrete slab. The utility model is simple in structure and novel in design. Through the observation and thinking of actual engineering, a large number of relevant documents have been consulted, and the research results of previous people have been reviewed, and a new type of assembled composite beam structure is proposed. It saves the construction formwork process and formwork, reduces the construction of scaffolding, is beneficial to on-site construction, saves manpower, material resources, and financial resources, has good economic benefits, and has good mechanical properties to resist longitudinal shear force and lateral lift-off force.
Description
技术领域technical field
本实用新型涉及一种组合梁,特别涉及一种新型装配式组合梁。The utility model relates to a composite beam, in particular to a novel assembled composite beam.
背景技术Background technique
由两种不同材料结合或不同工序结合而成的梁称为组合梁,亦称联合梁。有的主梁采用一种材料,而连接各主梁的桥面板用另一种材料;也有用预制钢筋混凝土梁或预应力混凝土梁与就地就浇筑的钢筋混凝土桥面板组成的组合梁。The beam formed by combining two different materials or different processes is called a composite beam, also known as a combined beam. Some main girders use one material, while the bridge decks connecting the main girders use another material; there are also composite girders composed of prefabricated reinforced concrete girders or prestressed concrete girders and reinforced concrete decks cast in situ.
传统的组合梁,施工极为麻烦,耗费人力物力,对于脚手架的依赖较大,结构强度有限,为此,我们提出一种新型装配式组合梁。Traditional composite beams are extremely cumbersome to construct, consume manpower and material resources, rely heavily on scaffolding, and have limited structural strength. Therefore, we propose a new type of assembled composite beam.
实用新型内容Utility model content
本实用新型的主要目的在于提供一种新型装配式组合梁,可以有效解决背景技术中的问题。The main purpose of the utility model is to provide a novel assembled composite beam, which can effectively solve the problems in the background technology.
为实现上述目的,本实用新型采取的技术方案为:In order to achieve the above object, the technical scheme that the utility model takes is:
一种新型装配式组合梁,包括底座、支柱、底板、开孔钢板、混凝土板、螺栓、螺母和混凝土开孔,所述底座上方固定连接有支柱,所述支柱上方固定连接有底板,所述底板两侧均通过焊接的方式固定连接有开孔钢板,所述底板上方设置有混凝土板,所述混凝土板下方设置有混凝土开孔,所述混凝土开孔通过螺栓与开孔钢板固定连接,所述螺栓一侧设置有螺母。A new type of assembled composite beam, comprising a base, a pillar, a bottom plate, a perforated steel plate, a concrete plate, bolts, nuts and concrete holes, a pillar is fixedly connected above the base, a bottom plate is fixedly connected above the pillar, and the Both sides of the bottom plate are fixedly connected with perforated steel plates by welding, a concrete slab is arranged above the bottom plate, and concrete holes are set below the concrete slab, and the concrete perforations are fixedly connected with the perforated steel plates by bolts. A nut is arranged on one side of the bolt.
进一步地,所述混凝土开孔与开孔钢板表面的开孔孔径一致。Further, the concrete openings are consistent with the opening diameters on the surface of the perforated steel plate.
进一步地,所述螺母和螺栓具体为低碳合金钢材质制成。Further, the nuts and bolts are specifically made of low carbon alloy steel.
进一步地,所述混凝土板具体为300标号强度等级为C28标号的混凝土浇铸而成。Further, the concrete slab is specifically cast from 300 grade concrete with a strength grade of C28.
进一步地,所述底座、支柱、底板和开孔钢板具体为低碳锰钢材质制成。Further, the base, the pillar, the bottom plate and the perforated steel plate are specifically made of low-carbon manganese steel.
与现有技术相比,本实用新型具有如下有益效果:该种新型装配式组合梁:Compared with the prior art, the utility model has the following beneficial effects: the new assembled composite beam:
1、完全装配式,施工方便快捷,可节省施工支模工序和模板,减少脚手架的搭建,有利于现场施工。1. Fully assembled, convenient and quick construction, which can save the construction formwork process and formwork, reduce the construction of scaffolding, and facilitate on-site construction.
2、节约人力、物力、财力,经济效益好;具有良好的力学性能抵抗纵向剪力和横向掀起力。2. It saves manpower, material resources and financial resources, and has good economic benefits; it has good mechanical properties to resist longitudinal shear force and transverse lift-off force.
3、底座、支柱、底板和开孔钢板具体为低碳锰钢材质制成,结构强度较高,应力能力较强,经久耐用。3. The base, pillars, bottom plate and perforated steel plate are made of low-carbon manganese steel, which has high structural strength, strong stress capacity and durability.
附图说明Description of drawings
图1为本实用新型新型装配式组合梁的整体结构示意图。Figure 1 is a schematic diagram of the overall structure of the new assembled composite beam of the present invention.
图2为本实用新型新型装配式组合梁的拆解结构示意图。Fig. 2 is a schematic diagram of the dismantled structure of the new assembled composite beam of the present invention.
图3为本实用新型新型装配式组合梁的截面结构示意图。Fig. 3 is a schematic cross-sectional structure diagram of the new assembled composite beam of the present invention.
图中:1、底座;2、支柱;3、底板;4、开孔钢板;5、混凝土板;6、螺栓;7、螺母;8、混凝土开孔。In the figure: 1, base; 2, pillar; 3, bottom plate; 4, perforated steel plate; 5, concrete plate; 6, bolt; 7, nut; 8, concrete hole.
具体实施方式Detailed ways
为使本实用新型实现的技术手段、创作特征、达成目的与功效易于明白了解,下面结合具体实施方式,进一步阐述本实用新型。In order to make the technical means, creative features, goals and effects achieved by the utility model easy to understand, the utility model will be further elaborated below in conjunction with specific embodiments.
如图1-3所示,一种新型装配式组合梁,包括底座1、支柱2、底板3、开孔钢板4、混凝土板5、螺栓6、螺母7和混凝土开孔8,所述底座1上方固定连接有支柱2,所述支柱2上方固定连接有底板3,所述底板3两侧均通过焊接的方式固定连接有开孔钢板4,所述底板3上方设置有混凝土板5,所述混凝土板5下方设置有混凝土开孔8,所述混凝土开孔8通过螺栓6与开孔钢板4固定连接,所述螺栓6一侧设置有螺母7。As shown in Figures 1-3, a new type of assembled composite beam includes a base 1, a pillar 2, a bottom plate 3, a perforated steel plate 4, a concrete plate 5, bolts 6, nuts 7 and concrete holes 8, the base 1 A pillar 2 is fixedly connected above the pillar 2, and a bottom plate 3 is fixedly connected above the pillar 2. Both sides of the bottom plate 3 are fixedly connected with perforated steel plates 4 by welding, and a concrete plate 5 is arranged above the bottom plate 3. Concrete openings 8 are arranged below the concrete slab 5 , and the concrete openings 8 are fixedly connected to the opening steel plate 4 through bolts 6 , and nuts 7 are arranged on one side of the bolts 6 .
其中,所述混凝土开孔8与开孔钢板4表面的开孔孔径一致,方便螺栓6和螺母7的安装,方便便捷。Wherein, the concrete opening 8 is consistent with the opening diameter on the surface of the perforated steel plate 4, which facilitates the installation of the bolt 6 and the nut 7, which is convenient and convenient.
其中,所述螺母7和螺栓6具体为低碳合金钢材质制成,结构强度较高,具有较强的固定能力。Wherein, the nuts 7 and the bolts 6 are specifically made of low-carbon alloy steel with high structural strength and strong fixing ability.
其中,所述混凝土板5具体为300标号强度等级为C28标号的混凝土浇铸而成,混凝土结构强度较高,安全性能得到保障。Wherein, the concrete slab 5 is specifically cast from 300-grade concrete with a strength grade of C28. The concrete structure has high strength and safety performance is guaranteed.
其中,所述底座1、支柱2、底板3和开孔钢板4具体为低碳锰钢材质制成,结构强度较高,应力能力较强,经久耐用。Wherein, the base 1, the pillar 2, the bottom plate 3 and the perforated steel plate 4 are specifically made of low-carbon manganese steel, which has high structural strength, strong stress capacity and durability.
需要说明的是,本实用新型为一种新型装配式组合梁,工作时,底板3上翼缘焊接两块开孔钢板4,混凝土板5预制成T型,腹板开孔,孔径与开孔钢板4孔径相同。使用螺栓6将底板3与混凝土板5连接在一起。通过螺栓6连接抵抗混凝土板5与底板3之间纵向剪力以及横向掀起力。底板3尺寸,两开孔钢板4间距,孔径大小,螺栓6长度与直径,相邻螺栓6之间间距以及螺栓6排数等可视具体工程来定。It should be noted that the utility model is a new type of assembled composite beam. When working, two perforated steel plates 4 are welded to the upper flange of the bottom plate 3, and the concrete plate 5 is prefabricated into a T shape. The 4 apertures of the perforated steel plate are the same. Bolts 6 are used to connect the bottom plate 3 and the concrete slab 5 together. The bolts 6 are used to resist the longitudinal shear force between the concrete slab 5 and the bottom plate 3 and the transverse lift-off force. Base plate 3 size, two perforated steel plate 4 distances, aperture size, bolt 6 length and diameter, spacing between adjacent bolt 6 and bolt 6 row numbers etc. can be decided according to specific projects.
以上显示和描述了本实用新型的基本原理和主要特征和本实用新型的优点。本行业的技术人员应该了解,本实用新型不受上述实施例的限制,上述实施例和说明书中描述的只是说明本实用新型的原理,在不脱离本实用新型精神和范围的前提下,本实用新型还会有各种变化和改进,这些变化和改进都落入要求保护的本实用新型范围内。本实用新型要求保护范围由所附的权利要求书及其等效物界定。The basic principles and main features of the present utility model and the advantages of the present utility model have been shown and described above. Those skilled in the art should understand that the utility model is not limited by the above-mentioned embodiments. The above-mentioned embodiments and descriptions only illustrate the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model The new model also has various changes and improvements, and these changes and improvements all fall within the scope of the claimed utility model. The scope of protection required by the utility model is defined by the appended claims and their equivalents.
Claims (5)
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| CN201721866657.1U CN207828758U (en) | 2017-12-28 | 2017-12-28 | A kind of novel fabricated combination beam |
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| CN201721866657.1U CN207828758U (en) | 2017-12-28 | 2017-12-28 | A kind of novel fabricated combination beam |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938493A (en) * | 2017-12-28 | 2018-04-20 | 贵州大学 | A kind of novel fabricated combination beam |
| CN110055871A (en) * | 2019-05-09 | 2019-07-26 | 周劲宇 | Full assembled B-G connection steel-concrete composite beams bridge |
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2017
- 2017-12-28 CN CN201721866657.1U patent/CN207828758U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938493A (en) * | 2017-12-28 | 2018-04-20 | 贵州大学 | A kind of novel fabricated combination beam |
| CN110055871A (en) * | 2019-05-09 | 2019-07-26 | 周劲宇 | Full assembled B-G connection steel-concrete composite beams bridge |
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