CN201952103U - 一种钢筋吊架 - Google Patents

一种钢筋吊架 Download PDF

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Publication number
CN201952103U
CN201952103U CN2011200636108U CN201120063610U CN201952103U CN 201952103 U CN201952103 U CN 201952103U CN 2011200636108 U CN2011200636108 U CN 2011200636108U CN 201120063610 U CN201120063610 U CN 201120063610U CN 201952103 U CN201952103 U CN 201952103U
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girder
horizontal
associate
truss
crossbeam
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肖劲华
黄炳文
舒建辉
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Middle iron ChengJian Group the second Engineering Co., Ltd
Zhong Tie ChengJian Group Co., Ltd
Beijing Rail Transit Engineering Construction Co Ltd of China Railway 16th Bureau Group Co Ltd
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China Railway 25th Bureau Group Construction and Installation Engineering Co Ltd
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Abstract

本实用新型公开了一种钢筋吊架,包括若干主梁、横梁、吊点,所述每根主梁相互平行,所述每根横梁相互平行,所述主梁与横梁相互垂直交叉连接,还包括若干横联、斜撑以及一防雨桁架,所述每根横联相互平行,所述横联与所述主梁相互垂直交叉连接,所述斜撑交叉设置于所述每两根相邻的横梁之间,所述若干吊点固定设置于所述主梁上,所述防雨桁架由架设于所述横联的上表面上的桁架构成。本实用新型结构简单,刚度较好,而且可以兼做防雨棚。

Description

一种钢筋吊架
技术领域
[0001] 本实用新型涉及一种钢筋吊架。 背景技术
[0002] 目前,大多数钢筋吊架主要包括若干主梁和横梁,每根主梁相互平行,每根横梁相互平行,主梁与横梁相互垂直交叉连接,主梁的主要作用是受力,横梁的主要作用是传力。 这种结构存在一定的缺陷:
[0003] 主梁刚度不够,在多次循环使用之后容易发生构件变形的现象,存在安全隐患,使用寿命不长,此外,该结构只有预制箱梁钢筋吊架功能,功能比较单一。
实用新型内容
[0004] 本实用新型要解决的技术问题是提供一种钢筋吊架,结构简单,刚度较好,而且可以兼做防雨棚。
[0005] 为解决上述技术问题,本实用新型的技术方案是:
[0006] 一种钢筋吊架,包括若干主梁、横梁、吊点,所述每根主梁相互平行,所述每根横梁相互平行,所述主梁与横梁相互垂直交叉连接,
[0007] 还包括若干横联、斜撑以及一防雨桁架,
[0008] 所述每根横联相互平行,所述横联与所述主梁相互垂直交叉连接,
[0009] 所述斜撑交叉设置于所述每两根相邻的横梁之间,
[0010] 所述若干吊点固定设置于所述主梁上,
[0011] 所述防雨桁架由架设于所述横联的上表面上的桁架构成。
[0012] 优选地,本实用新型所述主梁、斜撑分别通过焊接连接于所述横梁,所述横联、吊点分别通过焊接连接于所述主梁,所述防雨桁架通过焊接连接于所述横联的上表面。
[0013] 作为改进,本实用新型所述主梁两侧分别设有主梁加劲板;所述横联两侧分别设有横联加劲板。
[0014] 由上可见,与现有技术相比,本实用新型有如下有益效果:
[0015] ( 1)横联连接各个主梁,可以分担主梁的部分受力,斜撑可起到连接支撑横梁的作用,因此整体刚度比较好,多次循环使用也不容易发生变形;
[0016] (2)架设于横联上的防雨桁架可兼做防雨棚,不用另外单独制作防雨棚,使用非常方便,而且安全可靠。
附图说明
[0017] 此处所说明的附图用来提供对本实用新型的进一步理解,构成本申请的一部分, 并不构成对本实用新型的不当限定,在附图中:
[0018] 图1为本实用新型实施例的结构示意图;
[0019] 图2为图1中I-I向截面图;[0020] 图3为图1中II-II向截面图;
[0021] 图4为图1中B处的放大图;
[0022] 图5为图3中A处的放大图;
[0023] 图6为图2中C处的放大图。
具体实施方式
[0024] 下面将结合附图以及具体实施例来详细说明本实用新型,在此本实用新型的示意性实施例以及说明用来解释本实用新型,但并不作为对本实用新型的限定。
[0025] 如图1至图6所示为本实用新型所述的一种钢筋吊架的实施例,包括若干主梁1、 横梁2、吊点3,每根主梁1相互平行,每根横梁2相互平行,主梁1与横梁2相互垂直交叉连接,还若干横联4、斜撑5以及一防雨桁架6,每根横联4相互平行,横联4与主梁1相互垂直交叉连接;斜撑5交叉设置于每两根相邻的横梁2之间,若干吊点3固定设置于主梁1 上,防雨桁架6由架设于横联4的上表面上的桁架构成。
[0026] 优选地,在本实施例中,主梁1、斜撑5分别通过焊接连接于横梁2,横联4、吊点3 分别通过焊接连接于主梁1,防雨桁架6通过焊接连接于横联4的上表面,这样各个部件之间的连接比较牢固,也提高了整体结构的刚度。
[0027] 为了进一步提高刚度,在本实施例中,主梁1的两侧分别设有主梁加劲板11 ;横联 4的两侧分别设有横联加劲板41。
[0028] 以上对本实用新型实施例所提供的技术方案进行了详细介绍,本文中应用了具体个例对本实用新型实施例的原理以及实施方式进行了阐述,以上实施例的说明只适用于帮助理解本实用新型实施例的原理;同时,对于本领域的一般技术人员,依据本实用新型实施例,在具体实施方式以及应用范围上均会有改变之处,综上所述,本说明书内容不应理解为对本实用新型的限制。

Claims (4)

1. 一种钢筋吊架,包括若干主梁、横梁、吊点,所述每根主梁相互平行,所述每根横梁相互平行,所述主梁与横梁相互垂直交叉连接,其特征是:还包括若干横联、斜撑以及一防雨桁架,所述每根横联相互平行,所述横联与所述主梁相互垂直交叉连接, 所述斜撑交叉设置于所述每两根相邻的横梁之间, 所述若干吊点固定设置于所述主梁上, 所述防雨桁架由架设于所述横联的上表面上的桁架构成。
2.根据权利要求1所述的钢筋吊架,其特征是:所述主梁、斜撑分别通过焊接连接于所述横梁,所述横联、吊点分别通过焊接连接于所述主梁,所述防雨桁架通过焊接连接于所述横联的上表面。
3.根据权利要求1所述的钢筋吊架,其特征是:所述主梁两侧分别设有主梁加劲板。
4.根据权利要求1或2或3所述的钢筋吊架,其特征是:所述横联两侧分别设有横联加劲板。
CN2011200636108U 2011-03-11 2011-03-11 一种钢筋吊架 Expired - Fee Related CN201952103U (zh)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103803424A (zh) * 2013-12-12 2014-05-21 唐山学院 一种具有双旋和自防御结构的双梁龙门起重机

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103803424A (zh) * 2013-12-12 2014-05-21 唐山学院 一种具有双旋和自防御结构的双梁龙门起重机
CN103803424B (zh) * 2013-12-12 2017-01-18 唐山学院 一种具有双旋和自防御结构的双梁龙门起重机

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