CN216305142U - High-strength anti-impact H-shaped steel column - Google Patents
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 121
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- 238000000576 coating method Methods 0.000 claims description 15
- 239000011248 coating agent Substances 0.000 claims description 11
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 11
- 238000005260 corrosion Methods 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000005452 bending Methods 0.000 description 6
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- 230000003139 buffering effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
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Abstract
Description
技术领域technical field
本实用新型涉及H型钢技术领域,尤其涉及一种高强度抗冲击的H型钢柱。The utility model relates to the technical field of H-shaped steel, in particular to a high-strength impact-resistant H-shaped steel column.
背景技术Background technique
H型钢是一种截面面积分配更加优化、强重比更加合理的经济断面高效型材,因其断面与英文字母“H”相同而得名,由于H型钢的各个部位均以直角排布,因此H型钢在各个方向上都具有抗弯能力强、施工简单、节约成本和结构重量轻等优点,已被广泛应用,H型钢的翼缘内外侧平行或接近于平行,翼缘端部呈直角,因此而得名平行翼缘工字钢,H型钢的腹板厚度比腹板同样高的普通工字钢小,翼缘宽度比腹板同样高的普通工字钢大,因此又得名宽缘工字钢,由形状所决定,H型钢的截面模数、惯性矩及相应的强度均明显优于同样单重的普通工字钢。H-beam is an economical section and high-efficiency profile with more optimized cross-sectional area distribution and more reasonable strength-to-weight ratio. It is named because its cross section is the same as the English letter "H". Since all parts of H-beam are arranged at right angles, so H Profile steel has the advantages of strong bending resistance, simple construction, cost saving and light weight in all directions, and has been widely used. Named as parallel flange I-beam, the web thickness of H-beam is smaller than that of ordinary I-beam with the same height of the web, and the flange width is larger than that of ordinary I-beam with the same height of the web, so it is also named wide flange The shape of the beam is determined by the shape. The section modulus, moment of inertia and corresponding strength of the H-beam are obviously better than the ordinary I-beam of the same single weight.
经检索,专利公告号为CN 208293764 U公开了一种高强度加固H型钢结构,包括上翼缘板、下翼缘板和腹板,腹板设置在上翼缘板和下翼缘板之间且分别与上翼缘板和下翼缘板焊接。腹板的中部沿腹板的长度方向均匀设置有若干贯穿腹板两面的通孔,通孔内穿设有钢条,钢条的两端分别与上翼缘板和下翼缘板焊接构成加强斜撑,且相邻两个加强斜撑的倾斜方向相反。After retrieval, the patent publication number is CN 208293764 U discloses a high-strength reinforced H-shaped steel structure, including an upper flange plate, a lower flange plate and a web, and the web is arranged between the upper flange plate and the lower flange plate. And respectively welded with the upper flange plate and the lower flange plate. The middle of the web is uniformly provided with a number of through holes penetrating both sides of the web along the length of the web, and steel bars are pierced through the through holes. diagonal bracing, and the inclination directions of two adjacent reinforcing diagonal bracing are opposite.
现有的H型钢柱存在的缺陷是:The defects of the existing H-shaped steel column are:
1、现有的H型钢柱的结构较为简单,多数是采用单一的支撑结构,单一的支撑结构强度有限,在使用时因受力过大易出现断裂的情况,从而导致通过钢柱搭建的工程稳定性与牢固性较差;1. The structure of the existing H-shaped steel columns is relatively simple. Most of them use a single support structure. The strength of the single support structure is limited, and it is easy to break due to excessive force during use, which leads to the construction of projects built through steel columns. Poor stability and firmness;
2、同时现有的H型钢柱外部的不具备对撞击进行缓冲的功能,当钢柱长在受到外力撞击时会造成弯曲变形的情况,导致钢柱在使用时的安全性不高,此我们提出一种高强度抗冲击的H型钢柱来解决现有的问题。2. At the same time, the outside of the existing H-shaped steel column does not have the function of buffering the impact. When the length of the steel column is impacted by an external force, it will cause bending deformation, resulting in the low safety of the steel column during use. A high-strength impact-resistant H-shaped steel column is proposed to solve the existing problems.
实用新型内容Utility model content
本实用新型的目的是针对背景技术中存在的问题,提出一种高强度抗冲击的H型钢柱。The purpose of the utility model is to propose a high-strength impact-resistant H-shaped steel column in view of the problems existing in the background technology.
本实用新型的技术方案:一种高强度抗冲击的H型钢柱,包括钢柱底板,所述钢柱底板的顶部固定安装有第一工型板,且第一工型板的一侧固定安装有第二工型板,所述第一工型板和第二工型板的顶部皆固定安装有钢柱顶板,所述第一工型板和第二工型板的内侧皆固定安装有弧形板,且弧形板的内部皆固定安装有支撑环,所述钢柱底板和钢柱顶板的内部皆固定安装有多组韧性杆。The technical scheme of the utility model: a high-strength impact-resistant H-shaped steel column, comprising a steel column base plate, a first I-shaped plate is fixedly installed on the top of the steel column base plate, and one side of the first I-shaped plate is fixedly installed There is a second I-shaped plate, the top of the first I-shaped plate and the second I-shaped plate are fixedly installed with a steel column top plate, and the inner sides of the first I-shaped plate and the second I-shaped plate are fixedly installed with arcs The inner part of the arc-shaped plate is fixedly installed with a support ring, and the inner parts of the bottom plate of the steel column and the top plate of the steel column are fixedly installed with a plurality of groups of ductile rods.
使用本技术方案的一种高强度抗冲击的H型钢柱,第一工型板与第二工型板配合可以对钢柱使用时进行双重支撑,通过第一工型板与第二工型板配合增加了钢柱的强度,避免或是降低了钢柱在使用时因压力过大造成断裂的情况,弧形板与支撑环配合可以对钢柱在使用时外力冲击时进行弹性缓冲,避免或是降低了外力冲击造成钢柱弯曲变形的情况,韧性杆增加钢柱底板与钢柱顶板的韧性。Using a high-strength and impact-resistant H-shaped steel column of the technical solution, the cooperation of the first I-shaped plate and the second I-shaped plate can double support the steel column when it is used. The cooperation increases the strength of the steel column and avoids or reduces the breakage of the steel column due to excessive pressure during use. The combination of the arc plate and the support ring can elastically buffer the steel column when it is in use. It reduces the bending deformation of the steel column caused by the impact of external force, and the toughness rod increases the toughness of the steel column bottom plate and the steel column top plate.
优选的,所述第一工型板和第二工型板的外侧皆固定安装有多组垂直筋板,且垂直筋板的顶部与底部皆固定安装有支撑筋板。垂直筋板与支撑筋板可以对钢柱底板与钢柱顶板之间进行辅助支撑。Preferably, a plurality of sets of vertical rib plates are fixedly installed on the outer sides of the first I-shaped plate and the second I-shaped plate, and support ribs are fixedly installed on the top and bottom of the vertical rib plates. The vertical rib plate and the support rib plate can provide auxiliary support between the bottom plate of the steel column and the top plate of the steel column.
优选的,所述钢柱底板和钢柱顶板上皆均布设有加强凹槽,且钢柱底板和钢柱顶板的四周皆设有通孔。加强凹槽增加了钢柱底板与钢柱顶板的强度,通孔便于钢柱使用时的安装固定。Preferably, the steel column bottom plate and the steel column top plate are both provided with reinforcing grooves, and the steel column bottom plate and the steel column top plate are all provided with through holes around them. The reinforcement groove increases the strength of the steel column bottom plate and the steel column top plate, and the through hole is convenient for the installation and fixation of the steel column when it is used.
优选的,所述钢柱底板的顶部和钢柱顶板的底部皆固定安装有两组纵向筋杆,且纵向筋杆上固定安装有多组横向筋板。纵向筋杆与横向筋板配合增加了钢柱底板和钢柱顶板的纵向强度。Preferably, two sets of longitudinal ribs are fixedly installed on the top of the bottom plate of the steel column and the bottom of the top plate of the steel column, and a plurality of sets of transverse ribs are fixed on the longitudinal ribs. The longitudinal rib and the transverse rib plate increase the longitudinal strength of the steel column bottom plate and the steel column top plate.
优选的,所述钢柱底板和钢柱顶板、第一工型板、第二工型板的外壁皆设有防锈涂层,且防锈涂层的外部和设有防腐涂层。防锈涂层可以对钢柱的外部进行防锈处理,防腐涂层可以对钢柱的外部进行防腐处理。Preferably, the steel column bottom plate and the steel column top plate, the outer walls of the first I-shaped plate and the second I-shaped plate are all provided with an anti-rust coating, and the exterior of the anti-rust coating is provided with an anti-corrosion coating. The anti-rust coating can carry out anti-rust treatment on the outside of the steel column, and the anti-corrosion coating can carry out anti-corrosion treatment on the outside of the steel column.
与现有技术相比,本实用新型具有如下有益的技术效果:Compared with the prior art, the utility model has the following beneficial technical effects:
通过设置第一工型板与第二工型板配合,可以对钢柱使用时进行双重支撑,增加了钢柱使用时的强度,避免了或是降低了钢柱在使用时因压力过大出现断裂的情况,增加了钢柱的强度;By arranging the first I-shaped plate to cooperate with the second I-shaped plate, the steel column can be double-supported during use, which increases the strength of the steel column during use, and avoids or reduces the occurrence of excessive pressure when the steel column is used. In the case of fracture, the strength of the steel column is increased;
设置有弧形板与支撑环配合,可以在钢柱受到外力冲击进行缓冲,避免了或是降低了钢柱在外力冲击的情况下出现变形弯曲的情况,增加了钢柱的功能性,扩到了适用范围。The arc-shaped plate is arranged to cooperate with the support ring, which can buffer the steel column when it is impacted by external force, avoid or reduce the deformation and bending of the steel column under the impact of external force, and increase the functionality of the steel column. Scope of application.
附图说明Description of drawings
图1为本实用新型的外观立体主视图;Fig. 1 is the appearance three-dimensional front view of the utility model;
图2为本实用新型的正面剖视结构示意图;Fig. 2 is the front sectional structure schematic diagram of the utility model;
图3为本实用新型的正面结构示意图;Fig. 3 is the front structure schematic diagram of the utility model;
图4为本实用新型的侧面结构示意图。Fig. 4 is the side structure schematic diagram of the utility model.
附图标记:1、钢柱底板;101、钢柱顶板;2、第一工型板;201、第二工型板;3、垂直筋板;301、支撑筋板;4、纵向筋杆;401、横向筋板;5、弧形板;501、支撑环;6、加强凹槽;601、通孔;7、防腐涂层;701、防锈涂层;8、韧性杆。Reference numerals: 1. Steel column bottom plate; 101. Steel column top plate; 2. The first I-shaped plate; 201, The second I-shaped plate; 3. Vertical ribs; 301, Support ribs; 401, transverse rib plate; 5, curved plate; 501, support ring; 6, reinforced groove; 601, through hole; 7, anti-corrosion coating; 701, anti-rust coating; 8, toughness rod.
具体实施方式Detailed ways
下文结合附图和具体实施例对本实用新型的技术方案做进一步说明。The technical solutions of the present invention will be further described below with reference to the accompanying drawings and specific embodiments.
实施例一Example 1
如图1-4所示,本实用新型提出的一种钢柱底板1,钢柱底板1的顶部固定安装有第一工型板2,且第一工型板2的一侧固定安装有第二工型板201,第一工型板2和第二工型板201的顶部皆固定安装有钢柱顶板101,第一工型板2和第二工型板201的内侧皆固定安装有弧形板5,且弧形板5的内部皆固定安装有支撑环501,钢柱底板1和钢柱顶板101的内部皆固定安装有多组韧性杆8。As shown in Figures 1-4, a steel
基于实施例1的高强度抗冲击的H型钢柱工作原理是:通过第一工型板2与第二工型板201配合可以对钢柱使用时进行双重支撑,通过第一工型板2与第二工型板201配合增加了钢柱的强度,避免或是降低了钢柱在使用时因压力过大造成断裂的情况,弧形板5与支撑环501配合可以对钢柱在使用时外力冲击时进行弹性缓冲,避免或是降低了外力冲击造成钢柱弯曲变形的情况,韧性杆8增加钢柱底板1与钢柱顶板101的韧性,避免了或是降低了钢柱底板1与钢柱顶板101在使用时因冲击力造成断裂的情况。The working principle of the high-strength and impact-resistant H-shaped steel column based on Example 1 is: through the cooperation of the first I-
实施例二
如图1-4所示,本实用新型提出的一种高强度抗冲击的H型钢柱,相较于实施例一,本实施例还包括:第一工型板2和第二工型板201的外侧皆固定安装有多组垂直筋板3,且垂直筋板3的顶部与底部皆固定安装有支撑筋板301,钢柱底板1和钢柱顶板101上皆均布设有加强凹槽6,且钢柱底板1和钢柱顶板101的四周皆设有通孔601,钢柱底板1的顶部和钢柱顶板101的底部皆固定安装有两组纵向筋杆4,且纵向筋杆4上固定安装有多组横向筋板401,钢柱底板1和钢柱顶板101、第一工型板2、第二工型板201的外壁皆设有防锈涂层701,且防锈涂层701的外部和设有防腐涂层7。As shown in FIGS. 1-4 , compared with the first embodiment, the present invention provides a high-strength impact-resistant H-shaped steel column, which further includes: a first I-
本实施例中,通过垂直筋板3与支撑筋板301可以对钢柱底板1与钢柱顶板101之间进行辅助支撑,增加了钢柱使用时的强度,加强凹槽6增加了钢柱底板1与钢柱顶板101的强度,通孔601便于钢柱使用时的安装固定,纵向筋杆4与横向筋板401配合增加了钢柱底板1和钢柱顶板101的纵向强度,避免或是降低了纵向筋杆4与横向筋板401在使用时出现纵向弯曲的情况,防锈涂层701可以对钢柱的外部进行防锈处理,防腐涂层7可以对钢柱的外部进行防腐处理。In this embodiment, the
上述具体实施例仅仅是本实用新型的几种优选的实施例,基于本实用新型的技术方案和上述实施例的相关启示,本领域技术人员可以对上述具体实施例做出多种替代性的改进和组合。The above-mentioned specific embodiments are only several preferred embodiments of the present invention. Based on the technical solutions of the present invention and the relevant enlightenment of the above-mentioned embodiments, those skilled in the art can make various alternative improvements to the above-mentioned specific embodiments. and combination.
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