CN216552689U - High-strength steel beam - Google Patents
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- CN216552689U CN216552689U CN202123185083.0U CN202123185083U CN216552689U CN 216552689 U CN216552689 U CN 216552689U CN 202123185083 U CN202123185083 U CN 202123185083U CN 216552689 U CN216552689 U CN 216552689U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 67
- 239000010959 steel Substances 0.000 title claims abstract description 67
- 238000005452 bending Methods 0.000 claims abstract description 52
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 49
- 230000002787 reinforcement Effects 0.000 description 28
- 238000003466 welding Methods 0.000 description 14
- 230000002180 anti-stress Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 210000001015 abdomen Anatomy 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
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Abstract
Description
技术领域technical field
本实用新型涉及钢梁技术领域,具体涉及一种高强度钢梁。The utility model relates to the technical field of steel beams, in particular to a high-strength steel beam.
背景技术Background technique
钢结构建筑是一种新型的建筑体系,相比传统的混凝土建筑而言,钢结构建筑采用大量钢板和各种型钢相互拼接组合型钢替代了传统的钢筋混凝土,钢结构建筑具有强度更高,抗震性更好的优点。并且由于钢板与型钢可以工厂化制作,现场安装,因而大大减少工期。由于钢材的可重复利用,可以大大减少建筑垃圾,更加绿色环保,因而被世界各国广泛采用,应用在工业建筑和民用建筑中。Steel structure building is a new type of building system. Compared with traditional concrete buildings, steel structure buildings use a large number of steel plates and various section steels to splicing and combining section steel instead of traditional reinforced concrete. Steel structure buildings have higher strength and earthquake resistance. The advantage of better sex. And because the steel plate and section steel can be manufactured in factories and installed on site, the construction period is greatly reduced. Due to the reusability of steel, it can greatly reduce construction waste and be more green and environmentally friendly, so it is widely used in industrial and civil buildings all over the world.
常见的钢结构建筑中,通过支撑钢梁进行支撑通常能使楼面楼板更加稳固,支撑钢梁通常为牢固且抗弯抵抗变形能力良好的H型钢梁,H型钢梁包括竖直设置的腹板以及分别垂直设置在腹板上下两侧的上翼板与下翼板组成,上翼板与下翼板相互正对且相互平行,上翼板、下翼板以及腹板三者形成的横截面呈工字型。但是,当支撑钢梁应用于大跨度房顶时通常难以满足高强度需求,因此一种适用于大跨度需求的高强度钢梁是目前市场所需的。In common steel structure buildings, supporting steel beams usually make the floor slab more stable. The supporting steel beams are usually H-shaped steel beams that are firm and have good bending and deformation resistance. H-shaped steel beams include vertical The web is composed of upper and lower wings that are vertically arranged on the upper and lower sides of the web. The upper and lower wings face each other and are parallel to each other. The cross section is I-shaped. However, it is usually difficult to meet high-strength requirements when supporting steel beams are applied to large-span roofs, so a high-strength steel beam suitable for large-span requirements is currently required in the market.
发明内容SUMMARY OF THE INVENTION
为了克服现有技术中存在的缺点和不足,本实用新型的目的在于提供一种高强度钢梁,该高强度钢梁具有极高的强度和抗力矩性能,适用于大跨度需求。In order to overcome the shortcomings and deficiencies in the prior art, the purpose of the present invention is to provide a high-strength steel beam, which has extremely high strength and moment resistance, and is suitable for large-span requirements.
本实用新型的目的通过下述技术方案实现:一种高强度钢梁,包括H型钢梁主体和加强组件,所述H型钢梁主体包括竖直设置的腹板、水平设置在腹板顶端的上翼板以及水平设置在腹板底端的下翼板,所述H型钢梁主体由依次首尾相连的水平段、第一弯折段、第二弯折段以及第三弯折段一体成型组成,所述第一弯折段与水平方向的夹角为2°,所述第二弯折段与水平方向的夹角为5°,所述第三弯折段与说方向的夹角为8°,所述加强组件由多组加强件组成,每组加强件包含两块侧翼加强板,每组加强件的两块侧翼加强板相对设置于所述腹板的左右两侧且侧翼加强板与腹板相互垂直,侧翼加强板与腹板相对的面与腹板焊接连接,侧翼加强板的上端面抵住所述上翼板的下表面且与上翼板的下表面焊接连接,侧翼加强板的下端面抵住所述下翼板的上表面且与下翼板的上表面焊接连接且侧翼加强板的板面与竖直方向平行。The purpose of the utility model is achieved through the following technical solutions: a high-strength steel beam, comprising an H-shaped steel beam main body and a reinforcing component, the H-shaped steel beam main body includes a vertically arranged web, and is horizontally arranged at the top of the web. The upper wing plate and the lower wing plate horizontally arranged at the bottom end of the web, the main body of the H-shaped steel beam is integrally formed by the horizontal section, the first bending section, the second bending section and the third bending section which are connected end to end in sequence The angle between the first bending section and the horizontal direction is 2°, the angle between the second bending section and the horizontal direction is 5°, and the angle between the third bending section and the direction is 8°, the reinforcement assembly is composed of multiple groups of reinforcements, each group of reinforcements includes two side reinforcement plates, the two side reinforcement plates of each group of reinforcements are relatively arranged on the left and right sides of the web, and the side reinforcement plates It is perpendicular to the web, and the face opposite to the web is welded and connected to the web. The lower end surface of the lower wing plate is pressed against the upper surface of the lower wing plate and is connected with the upper surface of the lower wing plate by welding, and the plate surface of the side wing reinforcement plate is parallel to the vertical direction.
其中,多组加强件组成沿着所述H型钢梁主体的长度方向等距相间设置。Wherein, a plurality of groups of reinforcement members are arranged at equal intervals along the length direction of the main body of the H-shaped steel beam.
其中,相邻的两组加强组件之间的间距为H型钢梁主体高度的2-3倍。Among them, the distance between the adjacent two groups of reinforcement components is 2-3 times the height of the main body of the H-shaped steel beam.
其中,还包括设置于所述H型钢梁主体的顶端增强组件,所述顶端增强组件由左侧增强件和右侧增强件组成,所述左侧增强件由左上T型板和左下T型板组成,所述左上T型板和左下T型板的宽端相互抵接并焊接连接,左上T型板的窄端与所述上翼板的下表面抵接并焊接连接,左下T型板的窄端与所述下翼板的上表面抵接并焊接连接,所述右侧增强件由右上T型板和右下T型板组成,所述右上T型板和右下T型板的宽端相互抵接并焊接连接,右上T型板的窄端与所述上翼板的下表面抵接并焊接连接,右下T型板的窄端与所述下翼板的上表面抵接并焊接连接。Wherein, it also includes a top reinforcing assembly arranged on the main body of the H-shaped steel beam, the top reinforcing assembly is composed of a left reinforcing member and a right reinforcing member, and the left reinforcing member is composed of a left upper T-shaped plate and a left lower T-shaped The wide ends of the upper left T-shaped plate and the lower left T-shaped plate abut each other and are connected by welding, the narrow end of the upper left T-shaped plate is abutted and welded with the lower surface of the upper wing plate, and the lower left T-shaped plate is connected by welding. The narrow end of the lower wing is in contact with the upper surface of the lower wing plate and is connected by welding, and the right side reinforcement is composed of a right upper T-shaped plate and a right lower The wide ends are in contact with each other and are connected by welding, the narrow end of the upper right T-shaped plate is abutted and welded with the lower surface of the upper wing plate, and the narrow end of the lower right T-shaped plate is in contact with the upper surface of the lower wing plate and solder connections.
其中,所述左上T型板和右上T型板相对设置于所述腹板的两侧且均与腹板垂直并与腹板焊接连接。Wherein, the upper left T-shaped plate and the upper right T-shaped plate are oppositely arranged on both sides of the web, and both are perpendicular to the web and are connected to the web by welding.
其中,所述左下T型板和右下T型板相对设置于所述腹板的两侧且均与腹板垂直并与腹板焊接连接。Wherein, the left lower T-shaped plate and the right lower T-shaped plate are oppositely arranged on both sides of the web, and both are perpendicular to the web and are connected to the web by welding.
其中,所述腹板的下端和上端均开设有一排主连接孔。Wherein, the lower end and the upper end of the web are provided with a row of main connecting holes.
其中,所述左上T型板和右上T型板均开设有副连接孔。Wherein, both the upper left T-shaped plate and the upper right T-shaped plate are provided with auxiliary connection holes.
其中,位于所述水平段和第一弯折段连接处、第一弯折段和第二弯折段连接处、以及第二弯折段和第三弯折段连接处的其中一块侧翼加强板均开设有过线孔。Wherein, one of the flank reinforcing plates is located at the connection between the horizontal section and the first bending section, the connection between the first bending section and the second bending section, and the connection between the second bending section and the third bending section All have wire holes.
本实用新型的有益效果在于:本实用新型的H型钢梁主体采用依次首尾相连的水平段、第一弯折段、第二弯折段以及第三弯折段一体成型的结构设置,第一弯折段与水平方向的夹角为2°,第二弯折段与水平方向的夹角为5°,第三弯折段与说方向的夹角为8°,可以将部分竖直方向的力分解至H型钢梁主体的长度方向,从而有效降低H型钢梁主体断面方向所承受的应力强度,其次,侧翼加强板能够进一步增强腹板、上翼板以及下翼板的支撑强度,同时增强三者的抗应力变形性能,从而进一步提高本申请的整体支撑强度,且侧翼加强板沿竖直方向设置而不是与上翼板或下翼板垂直,能够显著提高本申请沿着竖直方向的抗应力强度,从而提高本申请的整体的支撑强度,实现适用于大跨度应用的目的。The beneficial effects of the present invention are as follows: the main body of the H-shaped steel beam of the present invention adopts the structure of the horizontal section, the first bending section, the second bending section and the third bending section which are connected end to end in sequence. The angle between the bending section and the horizontal direction is 2°, the angle between the second bending section and the horizontal direction is 5°, and the angle between the third bending section and the direction is 8°. The force is decomposed to the length direction of the main body of the H-beam, thereby effectively reducing the stress intensity on the cross-section direction of the main body of the H-beam. At the same time, the anti-stress deformation performance of the three is enhanced, thereby further improving the overall support strength of the present application, and the lateral wing reinforcing plates are arranged in the vertical direction instead of being perpendicular to the upper or lower wing plates, which can significantly improve the vertical direction of the present application. The anti-stress strength in the direction, thereby improving the overall support strength of the present application, achieves the purpose of being suitable for large-span applications.
附图说明Description of drawings
图1是本实用新型的右视图。Figure 1 is a right side view of the present invention.
图2是本实用新型的H型钢梁主体的横截面示意图。2 is a schematic cross-sectional view of the main body of the H-shaped steel beam of the present invention.
图3是本实用新型的图1中A-A方向的剖视图。FIG. 3 is a cross-sectional view of the present invention in the direction of A-A in FIG. 1 .
图4是本实用新型的图1中B-B方向的剖视图。FIG. 4 is a cross-sectional view of the present invention in the direction B-B in FIG. 1 .
图5是本实用新型的图1中C-C方向的剖视图。FIG. 5 is a cross-sectional view of the present invention in the direction of C-C in FIG. 1 .
图6是本实用新型的图1中D-D方向的剖视图。FIG. 6 is a cross-sectional view of the present invention in the direction of D-D in FIG. 1 .
附图标记为:腹板1、上翼板2、下翼板3、水平段4、第一弯折段5、第二弯折段6、第三弯折段7、侧翼加强板8、左上T型板9、左下T型板10、右上T型板11、右下T型板12、主连接孔13、副连接孔14、过线孔15。Reference numerals are:
具体实施方式Detailed ways
为了便于本领域技术人员的理解,下面结合实施例及附图1-图6对本实用新型作进一步的说明,实施方式提及的内容并非对本实用新型的限定。In order to facilitate the understanding of those skilled in the art, the present invention will be further described below with reference to the embodiments and accompanying
见图1-图6,一种高强度钢梁,包括H型钢梁主体和加强组件,所述H型钢梁主体包括竖直设置的腹板1、水平设置在腹板1顶端的上翼板2以及水平设置在腹板1底端的下翼板3,所述H型钢梁主体由依次首尾相连的水平段4、第一弯折段5、第二弯折段6以及第三弯折段7一体成型组成,所述第一弯折段5与水平方向的夹角为2°,所述第二弯折段6与水平方向的夹角为5°,所述第三弯折段7与说方向的夹角为8°,所述加强组件由多组加强件组成,每组加强件包含两块侧翼加强板8,每组加强件的两块侧翼加强板8相对设置于所述腹板1的左右两侧且侧翼加强板8与腹板1相互垂直,侧翼加强板8与腹板1相对的面与腹板1焊接连接,侧翼加强板8的上端面抵住所述上翼板2的下表面且与上翼板2的下表面焊接连接,侧翼加强板8的下端面抵住所述下翼板3的上表面且与下翼板3的上表面焊接连接且侧翼加强板8的板面与竖直方向平行。1-6, a high-strength steel beam includes an H-shaped steel beam main body and a reinforcement assembly. The H-shaped steel beam main body includes a vertically arranged
本实用新型的H型钢梁主体采用依次首尾相连的水平段4、第一弯折段5、第二弯折段6以及第三弯折段7一体成型的结构设置,第一弯折段5与水平方向的夹角为2°,第二弯折段6与水平方向的夹角为5°,第三弯折段7与说方向的夹角为8°,可以将部分竖直方向的力分解至H型钢梁主体的长度方向,从而有效降低H型钢梁主体断面方向所承受的应力强度,其次,侧翼加强板8能够进一步增强腹板1、上翼板2以及下翼板3的支撑强度,同时增强三者的抗应力变形性能,从而进一步提高本申请的整体支撑强度,且侧翼加强板8沿竖直方向设置而不是与上翼板2或下翼板3垂直,能够显著提高本申请沿着竖直方向的抗应力强度,从而提高本申请的整体的支撑强度,实现适用于大跨度应用的目的。The main body of the H-shaped steel beam of the present invention adopts the structure of the
其中,多组加强件组成沿着所述H型钢梁主体的长度方向等距相间设置。多组加强件组成沿着所述H型钢梁主体的长度方向等距相间设置能够确保钢梁沿着长度方向均有均衡的抗应力强度,从而避免局部抗应力强度过低的情况出现,损伤钢梁的整体强度。Wherein, a plurality of groups of reinforcement members are arranged at equal intervals along the length direction of the main body of the H-shaped steel beam. Multiple sets of reinforcements are arranged at equal intervals along the length of the main body of the H-shaped steel beam to ensure that the steel beam has a balanced stress resistance along the length direction, so as to avoid the occurrence of local low stress resistance and damage. The overall strength of the steel beam.
其中,相邻的两组加强组件之间的间距为H型钢梁主体高度的2-3倍。加强组件的间距设计合理,能够大大增强本申请的钢梁的强度,同时避免加强组件间距过密而造成钢材的浪费和成本的增加。Among them, the distance between the adjacent two groups of reinforcement components is 2-3 times the height of the main body of the H-shaped steel beam. Reasonable design of the spacing of the reinforcing components can greatly enhance the strength of the steel beam of the present application, and at the same time avoid the waste of steel and the increase in cost caused by the excessively dense spacing of the reinforcing components.
其中,还包括设置于所述H型钢梁主体的顶端增强组件,所述顶端增强组件由左侧增强件和右侧增强件组成,所述左侧增强件由左上T型板9和左下T型板10组成,所述左上T型板9和左下T型板10的宽端相互抵接并焊接连接,左上T型板9的窄端与所述上翼板2的下表面抵接并焊接连接,左下T型板10的窄端与所述下翼板3的上表面抵接并焊接连接,所述右侧增强件由右上T型板11和右下T型板12组成,所述右上T型板11和右下T型板12的宽端相互抵接并焊接连接,右上T型板11的窄端与所述上翼板2的下表面抵接并焊接连接,右下T型板12的窄端与所述下翼板3的上表面抵接并焊接连接。Wherein, it also includes a top reinforcing assembly arranged on the main body of the H-shaped steel beam, the top reinforcing assembly is composed of a left reinforcing member and a right reinforcing member, and the left reinforcing member is composed of a left upper T-
其中,所述左上T型板9和右上T型板11相对设置于所述腹板1的两侧且均与腹板1垂直并与腹板1焊接连接。Wherein, the upper left T-
其中,所述左下T型板10和右下T型板12相对设置于所述腹板1的两侧且均与腹板1垂直并与腹板1焊接连接。Wherein, the left lower T-shaped
其中,所述腹板1的下端和上端均开设有一排主连接孔13。Wherein, a row of main connecting
其中,所述左上T型板9和右上T型板11均开设有副连接孔14。Wherein, the left upper T-shaped
具体地,在实际安装过程中,主连接孔13与房屋主体或立柱连接,同时副连接孔14通过设置在房屋主体或立柱的辅助连接结构连接,从而实现钢梁的安装,连接稳定性好,结构强度高,且顶端增强组件采用这样的结构设计能够极大地增强钢梁与房屋主体或立柱连接部位的结构强度,增强钢梁的整体支撑强度。Specifically, in the actual installation process, the main connecting
其中,位于所述水平段4和第一弯折段5连接处、第一弯折段5和第二弯折段6连接处、以及第二弯折段6和第三弯折段7连接处的其中一块侧翼加强板8均开设有过线孔15。过线孔15的设置便于后期线束的安装。Wherein, it is located at the connection between the
上述实施例为本实用新型较佳的实现方案,除此之外,本实用新型还可以其它方式实现,在不脱离本实用新型构思的前提下任何显而易见的替换均在本实用新型的保护范围之内。The above-mentioned embodiment is the preferred implementation scheme of the present invention. In addition, the present invention can also be realized in other ways. Any obvious replacements are within the protection scope of the present invention without departing from the concept of the present invention. Inside.
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