CN211172368U - Assembled steel bar processing shed - Google Patents
Assembled steel bar processing shed Download PDFInfo
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- CN211172368U CN211172368U CN201921315024.0U CN201921315024U CN211172368U CN 211172368 U CN211172368 U CN 211172368U CN 201921315024 U CN201921315024 U CN 201921315024U CN 211172368 U CN211172368 U CN 211172368U
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Abstract
本实用新型公开一种装配式钢筋加工棚,包括若干组钢桁架梁、若干系杆、若干立柱以及若干底座;所述钢桁架梁为呈山型结构的桁架,其两端分别垂直于钢桁架梁设置有第二连接件,所述第二连接件为倒T型结构的三通接头,所述第二连接件的顶部为贯通的钢管,所述钢桁架梁中部的上下端分别垂直焊接有连接管,相邻钢桁架梁的两端通过系杆分别穿过第二连接件连接,中部的上下端通过系杆分别穿过连接管连接,所述钢桁架梁两端的第二连接件的垂直向下的钢管套接有立柱,所述立柱的顶端插入第二连接杆上,所述底座为钢板,所述钢板上垂直固定有第一连接件,所述立柱的底端插入第一连接件上。本实用新型制作简单、可重复利用。
The utility model discloses an assembled steel bar processing shed, which comprises several groups of steel truss beams, several tie rods, several upright columns and several bases; the steel truss beams are trusses with a mountain-shaped structure, and two ends of the steel truss beams are respectively perpendicular to the steel trusses. The beam is provided with a second connecting piece, the second connecting piece is a tee joint of an inverted T-shaped structure, the top of the second connecting piece is a through steel pipe, and the upper and lower ends of the middle part of the steel truss beam are respectively vertically welded with Connecting pipes, the two ends of the adjacent steel truss beams are connected by tie rods through the second connecting piece respectively, the upper and lower ends of the middle part are respectively connected through the connecting pipe through tie rods, the vertical The downward steel pipe is sleeved with a column, the top end of the column is inserted into the second connecting rod, the base is a steel plate, a first connecting piece is vertically fixed on the steel plate, and the bottom end of the column is inserted into the first connecting piece superior. The utility model is simple to manufacture and can be reused.
Description
技术领域technical field
本实用新型属于建设施工技术领域,具体涉及一种装配式钢筋加工棚。The utility model belongs to the technical field of construction and particularly relates to an assembled steel bar processing shed.
背景技术Background technique
近年来,随着我国建筑业的快速发展,城市化的步伐不断提高,一栋栋大楼矗立而起,人们对建筑的结构形式、安全性和使用功能也要求越来越高,而钢筋是建造大楼的主要原材料之一,为了提高施工进度,一般在施工现场搭个棚加工制作钢筋,目前,钢筋加工棚一般由钢立柱、钢板焊接而成,顶部设置一层防护棚,此类防护棚搭设时间长,耗费大量人工;面对恶劣的环境,无法承受较大的抗风压性能;钢筋加工棚一次焊接投入使用,不可周转使用,浪费了材料,施工成本增加。In recent years, with the rapid development of my country's construction industry and the continuous improvement of the pace of urbanization, buildings have been erected, and people have higher and higher requirements for the structural form, safety and use functions of buildings. One of the main raw materials of the building, in order to improve the construction progress, a shed is generally built on the construction site to process the steel bars. At present, the steel bar processing shed is generally made of welded steel columns and steel plates, and a protective shed is set on the top. It takes a long time and consumes a lot of labor; in the face of harsh environment, it cannot withstand greater wind pressure resistance; the steel bar processing shed is put into use once welded and cannot be used for turnover, which wastes materials and increases construction costs.
发明内容SUMMARY OF THE INVENTION
发明目的:本实用新型目的在于针对现有技术的不足,提供一种装配式钢筋加工棚。Purpose of the invention: The purpose of this utility model is to provide a prefabricated steel bar processing shed in view of the deficiencies of the prior art.
技术方案:本实用新型所述一种装配式钢筋加工棚,包括若干组钢桁架梁、若干系杆、若干立柱以及若干底座;所述钢桁架梁为呈山型结构的桁架,其两端分别垂直于钢桁架梁设置有第二连接件,所述第二连接件为倒T型结构的三通接头,所述第二连接件的顶部为贯通的钢管,垂直于顶部的向下垂直的钢管,所述钢桁架梁中部的上下端分别垂直焊接有连接管,相邻钢桁架梁的两端通过系杆分别穿过第二连接件连接,中部的上下端通过系杆分别穿过连接管连接,所述钢桁架梁两端的第二连接件的垂直向下的钢管套接有立柱,所述立柱的顶端插入第二连接杆上,底端插入底座上,所述底座为钢板,所述钢板上垂直固定有第一连接件,所述第一连接件为钢管,所述立柱的底端插入第一连接件上。Technical scheme: The prefabricated steel bar processing shed according to the present utility model includes several groups of steel truss beams, several tie rods, several columns and several bases; A second connecting piece is arranged perpendicular to the steel truss girder, the second connecting piece is a tee joint of an inverted T-shaped structure, the top of the second connecting piece is a through steel pipe, and the downward vertical steel pipe perpendicular to the top The upper and lower ends of the middle part of the steel truss girder are respectively vertically welded with connecting pipes, the two ends of the adjacent steel truss beams are respectively connected through the second connecting piece through the tie rods, and the upper and lower ends of the middle part are respectively connected through the connecting pipes through the tie rods , the vertical downward steel pipes of the second connecting pieces at both ends of the steel truss girder are sleeved with uprights, the top of the uprights is inserted into the second connecting rod, and the bottom is inserted into the base, the base is a steel plate, and the steel plate A first connecting piece is vertically fixed on the top, the first connecting piece is a steel pipe, and the bottom end of the upright column is inserted into the first connecting piece.
优选地,所述钢桁架梁的山形结构内部设置有若干呈三角定型的加强杆,所述钢桁架梁为3组。Preferably, a plurality of triangular shaped reinforcing rods are arranged inside the mountain-shaped structure of the steel truss beams, and the steel truss beams are in three groups.
优选地,所述立柱为6组,所述钢桁架梁、系杆和立柱均为钢管制作,所述钢桁架梁、系杆和立柱的内径均小于第一连接件和第二连接件的内径。Preferably, there are 6 groups of the uprights, the steel truss beams, the tie rods and the uprights are all made of steel pipes, and the inner diameters of the steel truss beams, the tie rods and the uprights are all smaller than the inner diameters of the first connecting piece and the second connecting piece .
优选地,所述底座位于硬化地面上。Preferably, the base is on hardened ground.
有益效果:(1)本实用新型可放置于施工场地内,各类构件均可装配拼接而成,钢桁架梁由钢管焊接制作而成,能承受竖向与水平向风荷载,且为主要受力构件,立柱与底座、钢桁架梁通过第一/二连接件装配拼接而成,有效的提高了其刚度与整体性;Beneficial effects: (1) The utility model can be placed in the construction site, and all kinds of components can be assembled and spliced together. The steel truss beam is made of welded steel pipes, which can withstand vertical and horizontal wind loads, and is the main The force member, the column, the base and the steel truss beam are assembled and spliced by the first/second connector, which effectively improves its rigidity and integrity;
(2)本实用新型中为增加加工棚的稳定性,采用多道系杆与钢桁架梁通过第二连接件连接;再通过多道立柱安装于钢桁架梁的两端,因多道立柱同时受力,其底座可直接放在硬化地面上,其强度与稳定性可靠;(2) In this utility model, in order to increase the stability of the processing shed, multiple tie rods are used to connect the steel truss beam through the second connecting piece; Under force, its base can be directly placed on the hardened ground, and its strength and stability are reliable;
(3)本装置制作简单、便捷,各个部件的装配拼接方便、轻便,便于周转使用,可重复利用。(3) The device is simple and convenient to manufacture, and the assembly and splicing of each component is convenient and light, which is convenient for turnover and can be reused.
附图说明Description of drawings
图1为本实用新型所述加工棚的机构示意图;Fig. 1 is the mechanism schematic diagram of the processing shed described in the utility model;
图2为本实用新型所述加工棚的侧视图;Fig. 2 is the side view of the processing shed described in the utility model;
图3为本实用新型所述第二连接件的结构示意图;3 is a schematic structural diagram of the second connector according to the present invention;
图4为本实用新型所述第一连接件的结构示意图。FIG. 4 is a schematic structural diagram of the first connector according to the present invention.
图中,1-立柱,2-钢桁架梁,3-系杆,4-第一连接件,5-第二连接件。In the figure, 1-upright column, 2-steel truss beam, 3-tie rod, 4-first connecting piece, 5-second connecting piece.
具体实施方式Detailed ways
下面通过附图对本实用新型技术方案进行详细说明,但是本实用新型的保护范围不局限于所述实施例。The technical solutions of the present invention will be described in detail below with reference to the accompanying drawings, but the protection scope of the present invention is not limited to the embodiments.
实施例:一种装配式钢筋加工棚,如附图1所示,本实用新型包括3组钢桁架梁2、若干系杆3、6组立柱1以及若干底座;所述钢桁架梁2为呈山型结构的桁架,所述钢桁架梁2的山形结构内部设置有若干呈三角定型的加强杆,其两端分别垂直于钢桁架梁2设置有第二连接件5,所述第二连接件5为倒T型结构的三通接头,如附图3所示,所述第二连接件5的顶部为贯通的钢管,垂直于顶部的向下垂直的钢管,所述钢桁架梁2中部的上下端分别垂直焊接有连接管,相邻钢桁架梁2的两端通过系杆3分别穿过第二连接件5连接,中部的上下端通过系杆3分别穿过连接管连接,所述钢桁架梁2两端的第二连接件5的垂直向下的钢管套接有立柱1,所述立柱1的顶端插入第二连接杆上,底端插入底座上,所述底座位于硬化地面上,所述底座为钢板,所述钢板上垂直固定有第一连接件4,所述第一连接件4为钢管,如附图4所示,所述立柱1的底端插入第一连接件4上,所述钢桁架梁2、系杆3和立柱1均为钢管制作,所述钢桁架梁2、系杆3和立柱1的内径均小于第一连接件4和第二连接件5的内径。Embodiment: a prefabricated steel bar processing shed, as shown in Figure 1, the utility model includes 3 groups of
本实用新型两相邻钢桁架梁之间的系杆可为一根钢管,或所有钢桁架梁上的系杆为一整根钢管;本实用新型可放置于施工场地内,各类构件均可拼接而成,钢桁架梁由钢管焊接制作而成,能承受竖向与水平向风荷载,且为主要受力构件,立柱与底座、钢桁架梁通过第一/二连接件拼接而成,有效的提高了其刚度与整体性;为增加本实用新型的稳定系,采用多道系杆与钢桁架梁通过第二连接件连接;因多道立柱同时受力,底座可直接放在硬化地面上,其强度与稳定性可靠;本实用新型的制作简单、便捷,安装方便,轻便,可重复利用。The tie rod between two adjacent steel truss beams of the utility model can be a steel pipe, or the tie rods on all the steel truss beams can be a whole steel pipe; the utility model can be placed in the construction site, and all kinds of components can be Spliced, steel truss beams are made of welded steel pipes, which can withstand vertical and horizontal wind loads, and are the main stress components. The rigidity and integrity are improved; in order to increase the stability system of the utility model, multiple tie rods are used to connect the steel truss beam through the second connecting piece; because the multiple columns are stressed at the same time, the base can be directly placed on the hardened ground , its strength and stability are reliable; the utility model is simple and convenient to manufacture, easy to install, light and reusable.
如上所述,尽管参照特定的优选实施例已经表示和表述了本实用新型,但其不得解释为对本实用新型自身的限制。在不脱离所附权利要求定义的本实用新型的精神和范围前提下,可对其在形式上和细节上作出各种变化。As mentioned above, although the present invention has been shown and described with reference to specific preferred embodiments, this should not be construed as limiting the invention itself. Various changes in form and details may be made therein without departing from the spirit and scope of the present invention as defined by the appended claims.
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| CN201921315024.0U CN211172368U (en) | 2019-08-14 | 2019-08-14 | Assembled steel bar processing shed |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116752640A (en) * | 2023-05-23 | 2023-09-15 | 中国建筑第八工程局有限公司 | Detachable turnover structure system and construction method |
| CN117306688A (en) * | 2023-09-27 | 2023-12-29 | 许丽娟 | A kind of steel structure and construction method |
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2019
- 2019-08-14 CN CN201921315024.0U patent/CN211172368U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116752640A (en) * | 2023-05-23 | 2023-09-15 | 中国建筑第八工程局有限公司 | Detachable turnover structure system and construction method |
| CN117306688A (en) * | 2023-09-27 | 2023-12-29 | 许丽娟 | A kind of steel structure and construction method |
| CN117306688B (en) * | 2023-09-27 | 2025-08-22 | 许丽娟 | Steel structure and construction method |
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