CN115977238A - 由双侧梁构成且具有加强措施的轻钢架结构 - Google Patents
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Abstract
本发明公开了一种轻钢架结构,包含连续或不连续双侧梁组及梁和梁交叉互穿结构,连续或不连续双侧梁组适用于水平梁、斜梁、桁架梁上弦梁或桁架梁下弦梁,连续或不连续双侧梁组包含柱及多个单侧梁,多个单侧梁设置在柱的外缘的平行两侧且与柱在交叉处保持连续或不连续,设置在柱的外缘的平行两侧的多个单侧梁的至少其中之一的腹板具有开口,设置在柱的外缘的平行两侧的各单侧梁的上缘及下缘保持连续不断,梁和梁交叉互穿结构包含多个另一单侧梁,多个另一单侧梁设置在柱的外缘的平行两侧且垂直多个单侧梁,各另一单侧梁穿过开口,使各另一单侧梁与多个单侧梁的其中之一交叉互穿。
Description
本发明是针对申请号:202110626396.0,申请日:2021年06月04日,发明名称:“由双侧梁构成且具有加强措施的轻钢架结构”的分案申请。
技术领域
本发明关于一种轻钢架结构,尤指一种由双侧梁构成且具有加强措施的轻钢架结构。
背景技术
使用轻钢屋架的轻钢建筑已进入快速发展时期,并在工业建筑中得到了广泛的应用,轻钢住宅已成为轻型钢结构应用的新领域和新的增长点。目前,轻钢建筑的成本一般高于传统的混泥土结构,但具有施工快、节能减排等竞争优势。越来越多的建设单位已认识到轻钢结构的优越性,逐渐成为工业建筑首选的结构形式,在低层民用建筑中也已得到了广泛的应用。
使用轻钢屋架的轻钢建筑,无论在建筑设计、结构设计,还是在制作安装技术方面,还有很大的改进之处。目前使用的轻钢屋架结构梁、结构柱等一般采用对接方式(如固接或铰接)进行连接。由于目前这种结构的轻钢屋架中使用了大量的结构梁、结构柱等,这种对接方式造成结合工艺复杂,同时产生严重的误差积累。
发明内容
本发明的主要目的在于,克服现有轻钢建筑存在的缺陷,特别是双向连续或不连续双侧梁在应用上尚有不足,而提出了一种设有加强措施的连续/或不连续双侧梁所构成的轻钢构架,目的是为了加强轻钢构架结构力,使得轻钢构系统结构更加安全,适应性强,可灵活运用,从而更加实用。
本发明的目的及解决其技术问题是采用以下技术方案来实现的。
在本发明的一实施例中揭露一种轻钢架结构,包含一连续或不连续双侧梁组及一梁和梁交叉互穿结构,所述连续或不连续双侧梁组适用于一水平梁、一斜梁、一桁架梁上弦梁或一桁架梁下弦梁,所述连续或不连续双侧梁组包含一柱及多个单侧梁,多个所述单侧梁设置在所述柱的外缘的平行两侧,其中多个所述单侧梁与所述柱在交叉处保持连续或不连续,设置在所述柱的外缘的平行两侧的多个所述单侧梁的至少其中之一的腹板具有一开口,设置在所述柱的外缘的平行两侧的各所述单侧梁的上缘及下缘保持连续不断,所述梁和梁交叉互穿结构包含多个另一单侧梁,多个所述另一单侧梁设置在所述柱的外缘的平行两侧且垂直多个所述单侧梁,各所述另一单侧梁穿过所述开口,使各所述另一单侧梁与多个所述单侧梁的其中之一交叉互穿。
综上所述,本发明轻钢架结构在连续或不连续双侧梁组的基础下,设有梁和梁交叉互穿结构,以增加轻钢架结构的整体结构强度,使其更具有实用性。
附图说明
以下附图仅旨在于对本发明进行示意性说明和解释,并不限定本发明的范围。其中:
图1为本发明实施例轻钢架结构的示意图。
图2为本发明实施例的零件示意图。
图3A为本发明实施例连续或不连续双侧梁组的示意图。
图3B为第图3A所示连续或不连续双侧梁组由2-2视角所示的示意图。
图3C为第图3A所示连续或不连续双侧梁组由2-3视角所示的示意图。
图4为本发明实施例加强组合柱组的示意图。
图5为本发明实施例梁和梁交叉互穿结构的示意图。
图6A为本发明实施例梁和檩交叉互穿结构的示意图。
图6B为本发明另实施例一梁和檩交叉互穿结构的示意图。
图7为本发明实施例紧束斜拉带结构的示意图。
图8为本发明实施例适用于灌浆墙体的排湿蒸发带的示意图。
其中,附图标记说明如下:
700、连续或不连续双侧梁组;
100、加强组合柱组;
200、梁和梁交叉互穿结构;
300、300'、梁和檩交叉互穿结构;
400、紧束斜拉带结构;
1、角钢;
2、L形型钢;
3、槽钢;
4、C形型钢;
5、U形型钢;
6、方形型钢;
7、Z形型钢;
8、平板形型钢;
9、钢筋;
10、钢网;
11、混凝土或轻质混凝土;
106、柱;
107、补强柱;
204、檩或桁条;
304、304a、304b、单侧梁;
403、403a、403b、403c、补强柱连接件;
501、梁柱连接件;
502、腹板连接件;
505、紧束带;
506、紧束扣件;
601、紧束斜拉带;
701、排湿蒸发带;
702、封板;
703、龙骨;
704、灌浆墙体。
具体实施方式
为更进一步阐述本发明为达成预定发明所采取的技术手段及功效,以下结合附图及较佳实施例,请参阅图1及图2,图1为本发明实施例一轻钢架结构的示意图,图2为本发明实施例的零件示意图。所述轻钢架结构包含一连续或不连续双侧梁组、一加强组合柱组、一梁和梁交叉互穿结构、一梁和檩交叉互穿结构、一紧束斜拉带结构及一灌浆墙体排湿蒸发带,其具体实施方式、结构、特征及其功效,详细说明如后。如图2所示,包含一角钢1、一L形型钢2、一槽钢3、一C形型钢4、一U形型钢5(U形型钢或称开口方形型钢)、一方形型钢6、一Z形型钢7、一平板形型钢8、一钢筋9、一钢网10及一混凝土或轻质混凝土11。
请参阅图1、图2、图3A、图3B及图3C,图3A为本发明实施例一连续或不连续双侧梁组700的示意图,图3B为图3A所示连续或不连续双侧梁组700在另一视角所示的示意图,图3C为图3A所示连续或不连续双侧梁组700在另一视角所示的示意图。本发明连续或不连续双侧梁组700适用于一水平梁、一斜梁、一桁架梁上弦梁及一桁架梁下弦梁且包含一柱106、多个单侧梁304及一梁柱连接件501。值得一提的是,本发明连续或不连续双侧梁组700可仅包含柱106及多个单侧梁304的组合,或是本发明连续或不连续双侧梁组700也可为包含柱106、多个单侧梁304及梁柱连接件501的组合。
以下以连续或不连续双侧梁组700包含柱106、多个单侧梁304及梁柱连接件501的组合为例进行说明,单侧梁304分别与柱106及/或梁柱连接件501连接。举例来说,多个单侧梁304的其中两个可分别设置在柱106外缘的两侧,或是多个单侧梁304的其中两个可分别设置在梁柱连接件501外缘的两侧,其中梁柱连接件501外缘的另一侧用以连接柱106。在实际应用中,多个单侧梁304可其在腹板处与柱106或梁柱连接件501连接。
值得一提的是,在本文上述和以下所述的“连续”是指,以图3A的单侧梁304a为例,单侧梁304a连接柱106处远离单侧梁304a的端部,使单侧梁304a(的腹板)保持一连续壁体。在本文上述和以下所述的“不连续”可指,以图3A的单侧梁304b为例,单侧梁304a连接柱106处为单侧梁304a的端部,使单侧梁304b的端部与另一单侧梁304b的端部分别连接两个梁柱连接件501,而使单侧梁304b与另一单侧梁304b之间为不连续的两结构体。另一方面,在本文上述和以下所述的“不连续”也可指,以图3A的单侧梁304b为例,单侧梁304b的腹板被单侧梁304所贯穿,使单侧梁304b的腹板为一不连续壁体。
在本实施例中,上述的多个单侧梁304可其在腹板处与柱106或梁柱连接件501“连接”为螺栓连接,但本发明不以此为限,多个单侧梁304可其在腹板处与柱106或梁柱连接件501“连接”也可为自攻螺丝连接、焊接连接或铆接连接等,端视实际需求而定。在本实施例中,单侧梁304可选自如图2所示的角钢1、L形型钢2、槽钢3、C形型钢4、Z形型钢7或平板形型钢8,柱106可选自如图2所示的L形型钢2、C形型钢4、U形型钢5(或称开口方形型钢)或方形型钢6。
请参阅图1、图2及图4,图4为本发明实施例一加强组合柱组100的示意图。本发明所述的加强组合柱组100设置在两向连续或不连续双侧梁组700的两单侧梁304的交接处,其中加强组合柱组100包括柱106和设置在柱106周边的补强柱107。补强柱107设置在连续或不连续双侧梁组700的两单侧梁304相对柱106的外侧的一处或多处,在本实施例中,补强柱107设置在相交的两单侧梁304的边角,且相交的两单侧梁304的四个边角各设置有一个补强柱107,但本发明不受此限,例如补强柱107也可设置在相交的两单侧梁304的四个边角的其中之一、其中之二或其中之三,即补强柱107也可设置在相交的两单侧梁304的至少一边角的结构设计,均在本发明所保护的范畴内。
进一步,四个补强柱107之间以补强柱连接件403连接,在本实施例中,补强柱连接件403包含四方环绕的补强柱连接件403a、单一的补强柱连接件403b及网状的补强柱连接件403c,四方环绕的补强柱连接件403a设置在四个补强柱107外侧且彼此相连,因此四个补强柱107与四方环绕的补强柱连接件403a共同定义供混凝土灌注的一灌注空间,使加强组合柱组100间进一步可以图2所示混凝土或轻质混凝土11灌注。
在本实施例中,补强柱连接件403可选自图2所示的钢板8、L形型钢2、角钢1、钢筋9及钢网10,柱106选自可选自图2所示的角钢1、槽钢3、L形型钢2、C形型钢4、开口方形型钢5、方形型钢6,所述C形型钢4及开口方形型钢5,其中开口方形型钢5可进一步设置卷边,且补强柱107选自可选自图2所示的角钢1、槽钢3、L形型钢2、C形型钢4、开口方形型钢5、方形型钢6,所述C形型钢4及开口方形型钢5,其中开口方形型钢5可进一步设置卷边。值得一提的是,在四个补强柱107之间以补强柱连接件403连接中所述的“连接”的方式可为螺栓、自攻螺丝、焊接或铆接。
请参阅图2及图5,图5为本发明实施例一梁和梁交叉互穿结构200的示意图。本发明梁和梁交叉互穿结构200包含柱106及单侧梁304,单侧梁304包含单侧梁304a及单侧梁304b,其中单侧梁304a设置实质上彼此平行且设置在柱106的相对两侧,单侧梁304b设置实质上彼此平行且设置在柱106的相对两侧,且单侧梁304a和单侧梁304b交叉互穿在柱106一侧。在本实施例中,单侧梁304b于腹板处开口,以让单侧梁304a交叉穿过,其中单侧梁304b的上缘及下缘保持连续不断。
在本实施例中,单侧梁304(单侧梁304a,单侧梁304b)可选自图2所示的角钢1、槽钢3、L形型钢2、C形型钢4及Z形型钢7。单侧梁304b优选为C形型钢4,其中C形型钢4在腹板处开口,以让所述柱垂直侧的单侧梁304a交叉穿过,其中单侧梁304b(即C形型钢4)的上缘及下缘保持连续不断。进一步,单侧梁304b(即C形型钢4)在腹板开口处进一步设置一腹板连接件502与另向交叉互穿单侧梁304a连接,腹板连接件502优选为L形型钢2,腹板连接件502可与单侧梁304b(即C形型钢4)一体成型,即腹板连接件502可为将单侧梁304b(即C形型钢4)的腹板三面切开弯折90度而可视为单侧梁304b(即C形型钢4)的一部分,借此与另向交叉互穿单侧梁304a连接。值得一提的是,与另向交叉互穿单侧梁304a“连接”可为自攻螺丝连接、螺栓连接或铆钉连接。
请参阅图2及图6A,图6A为本发明实施例一梁和檩交叉互穿结构300的示意图。本发明梁和檩交叉互穿结构300包含单侧梁304a及檩204,单侧梁304a和檩204交叉互穿。在本实施例中,檩204腹板处开口,以让单侧梁304a交叉穿过,其中檩204的上缘及下缘保持连续不断。请参阅图6B,图6B为本发明另实施例一梁和檩交叉互穿结构300’的示意图。在另一实施例中,单侧梁304a腹板处开口,以让檩204交叉穿过,其中单侧梁304a的上缘及下缘保持连续不断。
在本实施例中,单侧梁304a及檩204可选自图2所示的角钢1、槽钢3、L形型钢2、C形型钢4、Z形型钢7。单侧梁304a及檩204优选为C形型钢4,单侧梁304a及檩204的其中之一的腹板处开口,以让单侧梁304a及檩204的其中另一交叉穿过。单侧梁304a及檩204的其中之一的腹板开口处进一步设置腹板连接件502,腹板连接件502与另向交叉互穿单侧梁304a及檩204的其中另一连接,腹板连接件502优选为图2所示的L形型钢2,或者是,腹板连接件502也可为将单侧梁304a及檩204的其中之一的腹板三面切开弯折90度而可视为单侧梁304a及檩204的其中之一的一部分,而与另向交叉互穿单侧梁304a及檩204的其中另一连接。值得一提的是,与另向交叉互穿单侧梁304a及檩204的其中另一“连接”可为自攻螺丝连接、螺栓连接或铆钉连接。
请参阅图1及图7,图7为本发明实施例一紧束斜拉带结构400的示意图。紧束斜拉带结构400包含两条紧束斜拉带601,两条紧束斜拉带601彼此相邻,在本实施例中,两条紧束斜拉带601彼此平行,但本发明不以此为限。两条紧束斜拉带601的其中之一连接柱106的一侧与另一柱106的一侧,且两条平行斜拉带601的其中之一连接柱106的另一侧与另一柱106的另一侧。本实施例中包含一组紧束斜拉带结构400,但本发明不以此为限,另一实施例行也可包含两组紧束斜拉带结构400,即包含至少一组紧束斜拉带结构400的结构设计,均在本发明所保护的范畴内。在本实施例中,两条紧束斜拉带601可为一钢板。
进一步,紧束斜拉带结构400另包含一紧束带505及一紧束扣件506,紧束带505及紧束扣件506圈束两条紧束斜拉带601,且可调整紧束程度。当紧束带505及紧束扣件506紧束两条紧束斜拉带601,其相对缩短两条紧束斜拉带601在紧束带505或紧束扣件506处的距离,借以提高两条紧束斜拉带601对柱106与另一柱106的张力,以加强整体结构强度。在本实施例中,所述紧束带505选自金属紧束带、塑胶紧束带或铁丝等;所述紧束扣件506为两片垫片以螺栓紧束,所述垫片贴附于金属紧束带。
请参阅图1及图8,图8为本发明实施例适用于一灌浆墙体704的一排湿蒸发带701的示意图。本发明排湿蒸发带701的一段设置于灌浆墙体704内,排湿蒸发带701的另一段露出灌浆墙体704外。进一步,灌浆墙体704包括一龙骨703和两侧封板702,两侧封板702间灌注有灌浆墙体704,其中灌浆墙体704的材质为混凝土或轻质混凝土11,其可包含有水泥材质。由于排湿蒸发带701具有毛吸作用和蒸发水分功能,因此灌浆墙体704可通过设置于排湿蒸发带701中的所述段将灌浆墙体704中的水分排出,并由露出灌浆墙体704外的所述另一段将排出的水分蒸发。在实务上,两侧封板702可由防水材质所制成,其会阻碍混凝土或轻质混凝土11中水泥材质的水化反应的进行。因此,具有水分排出功能的排湿蒸发带701便可特别在两侧封板702由防水材质所制成的情况下,帮助混凝土或轻质混凝土11中水泥材质的水化反应的进行。在本实施例中,排湿蒸发带701可为单一材质或多种材质混和制造,其中所述单一材质可优选为天然纤维(natural fiber)、化学纤维(chemical fiber)、天然海绵(natural sponge)、化学海绵(chemical sponge)或胶棉(collodion cotton)等,且所述多种材质混和制造可优选为以纺织(woven)、以无纺(non-woven)或以编织(braid)的方式进行。
相较先前技术,本发明轻钢架结构在连续或不连续双侧梁组的基础下,设有加强组合柱组、梁和梁交叉互穿结构、梁和檩交叉互穿结构、紧束斜拉带结构、灌浆墙体排湿蒸发带,以增加轻钢架结构的整体结构强度,使其更具有实用性。以上所述仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,本发明可以有各种更改和变化。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。
Claims (3)
1.一种由双侧梁构成且具有加强措施的轻钢架结构,其特征在于,所述由双侧梁构成且具有加强措施的轻钢架结构包含:
一连续或不连续双侧梁组,适用于一水平梁、一斜梁、一桁架梁上弦梁或一桁架梁下弦梁,所述连续或不连续双侧梁组包含:
一柱;及
多个单侧梁,设置在所述柱的外缘的平行两侧,其中多个所述单侧梁与所述柱在交叉处保持连续或不连续,设置在所述柱的外缘的平行两侧的多个所述单侧梁的至少其中之一的腹板具有一开口,设置在所述柱的外缘的平行两侧的各所述单侧梁的上缘及下缘保持连续不断;及
一梁和梁交叉互穿结构,包含:
多个另一单侧梁,设置在所述柱的外缘的平行两侧且垂直多个所述单侧梁,各所述另一单侧梁穿过所述开口,使各所述另一单侧梁与多个所述单侧梁的其中之一交叉互穿。
2.根据权利要求1所述的由双侧梁构成且具有加强措施的轻钢架结构,其特征在于,所述梁和梁交叉互穿结构另包含:
一腹板连接件,设置在多个所述单侧梁的腹板邻近所述开口处,所述腹板连接件连接多个所述另一单侧梁的其中之一。
3.根据权利要求1所述的由双侧梁构成且具有加强措施的轻钢架结构,其特征在于,所述连续或不连续双侧梁组另包含:
一梁柱连接件,与所述柱连接,多个所述单侧梁的其中两个另设置在所述梁柱连接件的外缘的平行两侧。
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CN204940524U (zh) * | 2015-08-17 | 2016-01-06 | 中国建筑第八工程局有限公司 | 用于钢结构住宅的l形偏心支撑格构式钢管柱组合墙 |
CN105442756B (zh) * | 2015-12-17 | 2018-01-05 | 中冶建筑研究总院有限公司 | 一种组合异形柱、装配有该柱的结构体系及其施工方法 |
CN105780989B (zh) * | 2016-01-21 | 2019-05-17 | 杨大刚 | 一种双梁楼盖结构 |
CN106121043B (zh) * | 2016-08-25 | 2019-04-26 | 中冶建筑研究总院有限公司 | 一种具有耗能减震作用的双管组合柱和施工方法 |
CN107558608B (zh) * | 2017-09-11 | 2023-04-18 | 武汉理工大学 | 一种格构钢架连接节点及施工方法 |
CN108532760B (zh) * | 2018-05-28 | 2023-06-16 | 福建工程学院 | 半贯通组合柱—贯通双钢梁连接结构及其施工方法 |
CN110616801A (zh) * | 2018-06-20 | 2019-12-27 | 谢英俊 | 设有连续和不连续双侧梁所构成的三维轻钢构架 |
CN210263387U (zh) * | 2019-05-16 | 2020-04-07 | 陈灏源 | 一种u型轻钢结构体系 |
CN110158772A (zh) * | 2019-06-18 | 2019-08-23 | 西南科技大学 | 一种组合墙体-轻钢框架混合房屋连接结构 |
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2021
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