CN204174839U - Honeycomb connecting steel plate-double-limb steel pipe concrete combined column - Google Patents
Honeycomb connecting steel plate-double-limb steel pipe concrete combined column Download PDFInfo
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- 239000010959 steel Substances 0.000 title claims abstract description 144
- 239000004567 concrete Substances 0.000 title claims abstract description 46
- 238000003466 welding Methods 0.000 claims description 7
- 230000001413 cellular effect Effects 0.000 claims 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims 2
- 229910052742 iron Inorganic materials 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 10
- 239000002131 composite material Substances 0.000 abstract description 9
- 238000010276 construction Methods 0.000 description 11
- 238000000034 method Methods 0.000 description 6
- 238000005452 bending Methods 0.000 description 5
- 238000011161 development Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
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- 238000012986 modification Methods 0.000 description 2
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- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
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- 238000009434 installation Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
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- 238000011160 research Methods 0.000 description 1
- 239000011376 self-consolidating concrete Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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Abstract
本实用新型公开了一种蜂窝状连接钢板-双肢钢管混凝土组合柱,包括钢管混凝土肢件一、钢管混凝土肢件二、钢质连接板一和钢质连接板二,所述钢管混凝土肢件一和钢管混凝土肢件二的两端分别通过钢质连接板一和钢质连接板二连接,形成双肢钢柱,钢质连接板一和钢质连接板二为中间开孔的蜂窝状连接板,钢质连接板一和钢质连接板二分别由两块边缘带缺口的形状相同钢板组成,这两块钢板通过对接焊缝焊接形成蜂窝状连接板。本实用新型改善了受力性能,使虚、实轴的稳定性能充分接近,使两主轴方向的材料都能得到充分发挥,以降低钢材用量,减少工程的综合造价。
The utility model discloses a honeycomb connected steel plate-concrete steel tube composite column, which comprises a steel tube concrete leg part, a steel tube concrete leg part two, a steel connecting plate one and a steel connecting plate two, the steel tube concrete leg part The two ends of the first and second steel pipe concrete limbs are respectively connected by the first steel connecting plate and the second steel connecting plate to form a double-leg steel column. The first steel connecting plate and the second steel connecting plate are honeycomb connections with openings in the middle The plates, the first steel connecting plate and the second steel connecting plate are respectively composed of two steel plates with the same shape with notches on the edges, and the two steel plates are welded by butt welds to form a honeycomb connecting plate. The utility model improves the stress performance, makes the stability of the virtual axis and the real axis sufficiently close, and makes full use of the materials in the directions of the two main axes, so as to reduce the consumption of steel materials and the comprehensive cost of the project.
Description
技术领域technical field
本实用新型涉及一种新型建筑结构技术领域,具体涉及一种蜂窝状连接钢板-双肢钢管混凝土组合柱。The utility model relates to the technical field of a novel building structure, in particular to a honeycomb connecting steel plate-double-leg steel pipe concrete composite column.
背景技术Background technique
近年来,国内钢和钢材的产量、品种、规格大幅度提升,钢结构的设计、制作、安装水平更是有了大幅度提高,钢结构在国内获得超常规发展。In recent years, the output, variety, and specifications of domestic steel and steel products have been greatly improved, and the design, manufacture, and installation of steel structures have been greatly improved. Steel structures have achieved extraordinary development in China.
钢筋混凝土柱由于存在自重大、抗裂性差等缺点,使得其难以满足承载力及耐久性等要求,从而限制了其适用范围;而钢柱具有强度高、自重轻、抗震性能好、变形能力强、施工周期短、良好且丰富的建筑艺术表现能力等特点,受到建筑师们的普遍青睐,在传统冶金工业厂房、高层和超高层以及大跨度结构的多年实践中,钢柱的突出优势与作用几乎无可替代。Due to the shortcomings of reinforced concrete columns such as heavy weight and poor crack resistance, it is difficult to meet the requirements of bearing capacity and durability, thus limiting its scope of application; while steel columns have high strength, light weight, good seismic performance, and strong deformation capacity. , short construction period, good and rich architectural artistic expression ability, etc., are generally favored by architects. In the practice of traditional metallurgical industrial plants, high-rise and super high-rise and long-span structures for many years, the outstanding advantages and functions of steel columns Almost irreplaceable.
钢柱按其截面形式可分为实腹式和格构式两大类。相对而言,实腹式柱构造简单,与其他构件连接也较为方便。但是,随着多高层建筑、大跨度结构、重型厂房的发展,建筑层数逐渐增多,上部荷载增加,必然导致钢柱截面尺寸增大,从而增加钢材耗量,提高了工程的综合造价。此时,为了节约钢材,传统方法是,选择格构式钢柱。然而,格构式钢柱截面是由单肢经缀材连接组合而成,制作施工相对繁琐,连接工作量偏大,而且虚轴的剪切变形较大,将会造成一定的附加挠曲,将会降低其工作性能;特别是虚、实轴的稳定性能差别较大,导致其材料不能充分发挥,也必然会增加工程的综合造价;而且,当柱身某处受有较大的水平集中力作用时,为避免柱肢受弯,还需要在该处设置横隔,会增加钢材耗量与施工难度,降低施工速度,增加施工工期,从而进一步增加工程的综合造价。当然,也可考虑选择蜂窝状腹板的箱型钢柱。然而,在实际工程中,为了不致过多削弱钢柱的抗剪能力,蜂窝状腹板的箱型钢柱截面的“扩张比”会受到一定的限制。在此情况下,特别是对于弯矩较大的压弯柱而言,其翼缘可能提前丧失其承载力,使其不能满足工程需要。此时,如何以较为经济的方式提高其单肢承载力,是解决该问题的关键所在。Steel columns can be divided into two categories: solid-web type and lattice type according to their cross-sectional forms. Relatively speaking, the solid-web column has a simple structure and is more convenient to connect with other components. However, with the development of multi-high-rise buildings, long-span structures, and heavy-duty factory buildings, the number of building floors gradually increases, and the upper load increases, which will inevitably lead to an increase in the cross-sectional size of steel columns, thereby increasing steel consumption and increasing the overall cost of the project. At this time, in order to save steel, the traditional method is to choose lattice steel columns. However, the cross-section of the lattice steel column is composed of single limbs connected by embroidered materials. The construction is relatively cumbersome, the workload of the connection is too large, and the shear deformation of the imaginary axis is relatively large, which will cause certain additional deflection. It will reduce its working performance; especially the difference between the stability of the virtual and real shafts is large, resulting in the inability of its materials to be fully utilized, and it will inevitably increase the overall cost of the project; When the force acts, in order to avoid the bending of the column limb, it is necessary to set a diaphragm at this place, which will increase the steel consumption and construction difficulty, reduce the construction speed, increase the construction period, and further increase the comprehensive cost of the project. Of course, box-shaped steel columns with honeycomb webs can also be considered. However, in actual engineering, in order not to weaken the shear capacity of the steel column too much, the "expansion ratio" of the box-shaped steel column section of the honeycomb web will be limited to a certain extent. In this case, especially for the bending column with a large bending moment, its flange may lose its bearing capacity in advance, so that it cannot meet the engineering needs. At this time, how to increase the bearing capacity of its single limb in a more economical way is the key to solving this problem.
实用新型内容Utility model content
本实用新型的目的在于克服现有技术的不足,提供一种蜂窝状连接钢板-双肢钢管混凝土组合柱。The purpose of the utility model is to overcome the deficiencies of the prior art, and provide a honeycomb connected steel plate-double-legged steel pipe concrete composite column.
本实用新型采用的技术方案为:一种蜂窝状连接钢板-双肢钢管混凝土组合柱,包括钢管混凝土肢件一、钢管混凝土肢件二、钢质连接板一和钢质连接板二,所述钢管混凝土肢件一和钢管混凝土肢件二的两端分别通过钢质连接板一和钢质连接板二连接,形成双肢钢柱,钢质连接板一和钢质连接板二为中间开孔的蜂窝状连接板,钢质连接板一和钢质连接板二分别由两块边缘带缺口的形状相同钢板组成,这两块钢板通过对接焊缝焊接形成蜂窝状连接板。The technical solution adopted by the utility model is: a honeycomb-shaped connecting steel plate-concrete steel tube composite column with two legs, including a steel tube concrete leg part one, a steel tube concrete leg part two, a steel connecting plate one and a steel connecting plate two, the The two ends of concrete-filled steel pipe limb 1 and steel pipe concrete limb 2 are respectively connected by steel connecting plate 1 and steel connecting plate 2 to form double-leg steel columns, and steel connecting plate 1 and steel connecting plate 2 are openings in the middle The honeycomb connection plate, the steel connection plate 1 and the steel connection plate 2 are respectively composed of two steel plates with the same shape with notches on the edges, and the two steel plates are welded by butt welds to form a honeycomb connection plate.
作为优选,所述钢管混凝土肢件一和钢管混凝土肢件二为槽钢、钢管、工字钢或钢板。Preferably, the first and second concrete-filled steel pipe concrete limbs are channel steel, steel pipe, I-beam or steel plate.
作为优选,所述钢质连接板一和钢质连接板二的开孔形式为圆形、椭圆形、方形、长方形、六边形或八边形。Preferably, the openings of the first steel connecting plate and the second steel connecting plate are circular, oval, square, rectangular, hexagonal or octagonal.
对于格构式钢柱,两肢件主要承受轴力和弯矩,连接两肢的缀材主要抵抗水平剪力。因此,如何以较为经济的方式提高其单肢承载力,并如何减小其对虚轴的剪切变形,提高其抗剪承载力,改善其受力性能,使虚、实轴的稳定性能充分接近,使两主轴方向的材料都能得到充分发挥,以降低钢材用量,减少工程的综合造价,成为人们关注的焦点。对此,本实用新型用蜂窝状钢板作为连接板代替传统格构钢柱的缀材,将传统格构钢柱的钢肢件用钢管混凝土替换,并将两者焊接而构成一种蜂窝状连接钢板-双肢钢管混凝土组合柱。具体形成方式为:先在腹板所用钢板上按预定的折线或曲线进行切割,错开半个波,使波峰对波峰,用对接焊缝焊接形成蜂窝状连接板,然后与钢管混凝土单肢的钢管焊接,最后向钢管中浇注混凝土组合而成。For lattice steel columns, the two limbs mainly bear the axial force and bending moment, and the materials connecting the two limbs mainly resist the horizontal shear force. Therefore, how to increase its single-limb bearing capacity in a more economical way, and how to reduce its shear deformation on the virtual axis, increase its shear bearing capacity, improve its mechanical performance, and make the stability of the virtual and real axes fully Close, so that the materials in the direction of the two main axes can be fully utilized, so as to reduce the amount of steel and reduce the overall cost of the project, which has become the focus of attention. In this regard, the utility model uses honeycomb steel plates as connecting plates to replace the decorative materials of traditional lattice steel columns, replaces the steel limbs of traditional lattice steel columns with steel pipe concrete, and welds the two to form a honeycomb connection Steel plate-concrete filled steel tube composite column with double legs. The specific formation method is as follows: first cut the steel plate used for the web according to the predetermined fold line or curve, stagger half of the wave, make the wave crest face the wave peak, weld the honeycomb connecting plate with butt weld seam, and then connect the steel tube with the steel tube concrete single leg Welding, and finally pouring concrete into steel pipes.
在这种截面形式中,焊接性能越好,其柱的承载力越高,为此,本实用新型需要保证良好的施焊工艺(可采用组对焊接工艺);组合柱截面的“扩张比”(开孔率)增大,截面高度增加,其刚度和回转半径加大,长细比会减小,稳定承载力得到提高。但是,腹板开孔洞后,其抗剪性能会受到一定的影响。因此,实际工程中,应视实际受力情况而控制“扩张比”或开孔率;单肢由钢管及混凝土组合而成,由于钢管内的空间有限,因此浇注混凝土时不便振捣,故宜选用自密实混凝土。In this section form, the better the welding performance, the higher the bearing capacity of the column. For this reason, the utility model needs to ensure a good welding process (pair welding process can be used); the "expansion ratio" of the combined column section (Opening ratio) increases, the section height increases, its stiffness and radius of gyration increase, the slenderness ratio decreases, and the stable bearing capacity is improved. However, after the web is opened with holes, its shear performance will be affected to a certain extent. Therefore, in actual engineering, the "expansion ratio" or the opening ratio should be controlled according to the actual stress situation; the single limb is composed of steel pipe and concrete. Due to the limited space in the steel pipe, it is inconvenient to vibrate when pouring concrete, so it is advisable to Use self-compacting concrete.
本实用新型的基本特征:以较为经济的方式,提高其单肢承载力,改善了传统格构柱虚轴的工作性能,提高其刚度和稳定承载力,缩小了传统格构柱虚、实轴的性能差别。The basic features of the utility model: in a relatively economical way, the bearing capacity of a single limb is improved, the working performance of the virtual axis of the traditional lattice column is improved, the rigidity and stable bearing capacity are improved, and the virtual and real axis of the traditional lattice column are reduced. performance difference.
有益效果:本实用新型的组合柱具有截面构成合理,自重轻,抗弯刚度大,承载力高,美观和经济效益显著等特点,发展前景广阔。Beneficial effects: the composite column of the utility model has the characteristics of reasonable section structure, light weight, high bending rigidity, high bearing capacity, beautiful appearance and remarkable economic benefits, etc., and has broad development prospects.
本实用新型的组合柱,由于单肢钢管中浇注了混凝土,钢管内部的混凝土可以有效地防止钢管发生局部屈曲,而钢管对其内部混凝土的约束作用使混凝土处于三向受压状态,提高了混凝土的抗压强度;两者共同发挥作用,构件的延性性能明显改善,耗能能力提高,具有优越的抗震性能。In the composite column of the present invention, since concrete is poured into the single-leg steel pipe, the concrete inside the steel pipe can effectively prevent the local buckling of the steel pipe, and the restraint effect of the steel pipe on the concrete inside makes the concrete be in a three-way compression state, which improves the strength of the concrete. The compressive strength; the two work together, the ductility performance of the component is significantly improved, the energy dissipation capacity is improved, and it has superior seismic performance.
本实用新型由于钢管内填有混凝土,能吸收大量的热能,增加了柱子的耐火时间,有利于钢管的抗火、防火及防腐问题。Because the steel pipe is filled with concrete, the utility model can absorb a large amount of heat energy, increase the fire resistance time of the column, and is beneficial to the fire resistance, fire prevention and anticorrosion of the steel pipe.
本实用新型用蜂窝状钢板作为连接板取代缀材后,与传统的格构柱相比,提高其对虚轴的刚度和抗剪承载力,减小其剪切变形,从而改善其工作性能,使其受力更加趋于合理。After the utility model uses the honeycomb steel plate as the connecting plate to replace the decorative material, compared with the traditional lattice column, it improves its rigidity to the virtual axis and shear bearing capacity, reduces its shear deformation, thereby improving its working performance, make it more reasonable.
本实用新型用蜂窝状钢板作为连接板取代缀材后,与传统的格构柱相比,其构造简单,降低了施工难度,制作加工方便,减小了施工工作量,加快了施工速度,从而缩短了工期,使得工程的综合造价降低。After the utility model uses the honeycomb steel plate as the connecting plate to replace the decorative material, compared with the traditional lattice column, its structure is simple, the construction difficulty is reduced, the production and processing are convenient, the construction workload is reduced, and the construction speed is accelerated, thereby The construction period is shortened, and the comprehensive cost of the project is reduced.
本实用新型用蜂窝状钢板作为连接板取代缀材后,与传统的格构柱相比,其肢件与连接板的协同工作能力更强,整体稳定性更好,从而提高了结构的抗震性能。After the utility model uses the honeycomb steel plate as the connecting plate to replace the decorative material, compared with the traditional lattice column, the joint work ability of the limbs and the connecting plate is stronger, and the overall stability is better, thereby improving the seismic performance of the structure .
本实用新型在相同受荷条件下,其抗力性能优于传统的格构钢柱。Under the same loading conditions, the utility model has better resistance performance than traditional lattice steel columns.
本实用新型采用了蜂窝状钢板,与箱形截面相比,可节省钢材用量。The utility model adopts a honeycomb steel plate, which can save steel consumption compared with a box-shaped section.
本实用新型可以为新型钢结构体系开发提供关键部件,有很好的转化前景。The utility model can provide key components for the development of a new steel structure system, and has a good transformation prospect.
本实用新型拓展了格构式钢柱的研究与应用领域,极大地丰富了钢构件的内容。The utility model expands the research and application field of the lattice steel column, and greatly enriches the content of the steel components.
附图说明Description of drawings
图1为本实用新型组合柱的结构示意图;Fig. 1 is the structural representation of the utility model combined column;
图2为本实用新型组合柱的剖面示意图。Fig. 2 is a schematic cross-sectional view of the composite column of the present invention.
具体实施方式Detailed ways
下面结合附图和具体实施方式对本实用新型做进一步说明。The utility model will be further described below in conjunction with the accompanying drawings and specific embodiments.
如图1和2所示:一种蜂窝状连接钢板-双肢钢管混凝土组合柱,包括钢管混凝土肢件一1、钢管混凝土肢件二2、钢质连接板一3和钢质连接板二4,所述钢管混凝土肢件一1和钢管混凝土肢件二2的两端分别通过钢质连接板一3和钢质连接板二4连接,形成双肢钢柱,钢质连接板一3和钢质连接板二4为中间开孔的蜂窝状连接板,钢质连接板一3和钢质连接板二4分别由两块边缘带缺口的形状相同钢板组成,这两块钢板通过对接焊缝焊接形成蜂窝状连接板。所述钢管混凝土肢件一1和钢管混凝土肢件二2为槽钢、钢管、工字钢或钢板。所述钢质连接板一3和钢质连接板二4的开孔形式为圆形、椭圆形、方形、长方形、六边形或八边形。As shown in Figures 1 and 2: a honeycomb connected steel plate-concrete steel tube composite column with two legs, including steel tube concrete leg 1, steel tube concrete leg 2, steel connecting plate 1 3 and steel connecting plate 2 4 , the two ends of the concrete-filled steel pipe limb part 1 and the concrete-filled steel pipe limb part 2 are respectively connected by a steel connection plate 3 and a steel connection plate 2 4 to form a double-leg steel column, and the steel connection plate 1 3 and steel The connecting plate 2 4 is a honeycomb connecting plate with a hole in the middle. The connecting plate 1 3 and the connecting plate 2 4 are respectively composed of two steel plates with the same shape with notches on the edges. The two steel plates are welded by butt welds. A honeycomb connection plate is formed. The concrete-filled steel pipe concrete limb one 1 and the concrete-filled steel pipe concrete limb two 2 are channel steel, steel pipe, I-beam or steel plate. The openings of the first steel connecting plate 3 and the second steel connecting plate 4 are circular, oval, square, rectangular, hexagonal or octagonal.
本实用新型的实施方案:Embodiment of the present utility model:
通常钢管、蜂窝状连接钢板及其焊接在工厂加工制作完成;向钢管内浇注混凝土则在施工现场完成。Usually steel pipes, honeycomb connecting steel plates and their welding are completed in the factory; pouring concrete into the steel pipes is completed at the construction site.
其基本制作程序为:制作蜂窝状连接钢板→制作钢管→焊接→运到施工现场→吊装就位→向钢管内浇注混凝土。The basic production procedure is: making honeycomb connecting steel plates → making steel pipes → welding → transporting to the construction site → hoisting in place → pouring concrete into the steel pipes.
应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。本实施例中未明确的各组成部分均可用现有技术加以实现。It should be pointed out that those skilled in the art can make some improvements and modifications without departing from the principle of the utility model, and these improvements and modifications should also be regarded as the protection scope of the utility model. All components that are not specified in this embodiment can be realized by existing technologies.
Claims (2)
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CN201420568818.9U CN204174839U (en) | 2014-09-29 | 2014-09-29 | Honeycomb connecting steel plate-double-limb steel pipe concrete combined column |
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CN201420568818.9U CN204174839U (en) | 2014-09-29 | 2014-09-29 | Honeycomb connecting steel plate-double-limb steel pipe concrete combined column |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104264905A (en) * | 2014-09-29 | 2015-01-07 | 南京工业大学 | Honeycomb connecting steel plate-double-limb steel pipe concrete combined column |
CN107989263A (en) * | 2017-11-27 | 2018-05-04 | 沈阳建筑大学 | A kind of more limb lattice Special-Shaped Columns |
CN109610469A (en) * | 2018-11-30 | 2019-04-12 | 中铁十六局集团地铁工程有限公司 | A kind of support of assembly concrete-filled steel tube and construction method |
CN111549906A (en) * | 2020-05-27 | 2020-08-18 | 山东彤创建筑科技有限公司 | Steel-concrete combined special-shaped lattice column |
-
2014
- 2014-09-29 CN CN201420568818.9U patent/CN204174839U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104264905A (en) * | 2014-09-29 | 2015-01-07 | 南京工业大学 | Honeycomb connecting steel plate-double-limb steel pipe concrete combined column |
CN107989263A (en) * | 2017-11-27 | 2018-05-04 | 沈阳建筑大学 | A kind of more limb lattice Special-Shaped Columns |
CN109610469A (en) * | 2018-11-30 | 2019-04-12 | 中铁十六局集团地铁工程有限公司 | A kind of support of assembly concrete-filled steel tube and construction method |
CN111549906A (en) * | 2020-05-27 | 2020-08-18 | 山东彤创建筑科技有限公司 | Steel-concrete combined special-shaped lattice column |
CN111549906B (en) * | 2020-05-27 | 2021-04-23 | 山东彤创建筑科技有限公司 | Steel-concrete combined special-shaped lattice column |
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