CN221941930U - A kind of extension component for supporting rod of sliding platform - Google Patents
A kind of extension component for supporting rod of sliding platform Download PDFInfo
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- CN221941930U CN221941930U CN202323401946.2U CN202323401946U CN221941930U CN 221941930 U CN221941930 U CN 221941930U CN 202323401946 U CN202323401946 U CN 202323401946U CN 221941930 U CN221941930 U CN 221941930U
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- 238000003466 welding Methods 0.000 claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 5
- 229910000746 Structural steel Inorganic materials 0.000 claims description 5
- 229910052799 carbon Inorganic materials 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 19
- 238000000034 method Methods 0.000 description 10
- 238000009415 formwork Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000009751 slip forming Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 101001121408 Homo sapiens L-amino-acid oxidase Proteins 0.000 description 1
- 102100026388 L-amino-acid oxidase Human genes 0.000 description 1
- 101100012902 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) FIG2 gene Proteins 0.000 description 1
- 101100233916 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) KAR5 gene Proteins 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
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Abstract
Description
技术领域Technical Field
本实用新型涉及建筑设备技术领域,尤其涉及一种用于滑模平台支承杆的接长构件。The utility model relates to the technical field of construction equipment, in particular to an extension component used for a support rod of a sliding formwork platform.
背景技术Background Art
滑模施工是一种建筑工程中常用的施工方法,其特点是在混凝土浇筑过程中,采用特殊的模板结构,通过不断地移动模板,使混凝土能够连续地浇筑并形成整体结构。这种施工方法可以提高工程的施工效率,减少接缝和破损,提高混凝土的整体性能和美观度。Slipform construction is a commonly used construction method in construction projects. Its characteristic is that during the concrete pouring process, a special formwork structure is used. By constantly moving the formwork, the concrete can be poured continuously and form an overall structure. This construction method can improve the construction efficiency of the project, reduce joints and damage, and improve the overall performance and aesthetics of the concrete.
在工业厂房建设中,滑模施工是一种常用的高效施工方法;滑模施工通常采用液压提升系统,支承杆采用Φ48×3.5的普通建筑钢管,而用于延长支承杆通常采用挤压接头的方式,即在支承杆的接头处通过液压缩管机将外径φ48的支承杆一端压缩到外径φ40,再通过承插方式固定连接,最后采用焊接方式将接口处封焊处理,但是采用该方法延长支承杆存在以下问题:1、支承杆的垂直度控制较差,在钢管焊接时需要提前精准校正钢管的垂直度,从而增大工人的工作量,其管控难度较大;2、支承杆的连接稳定性不易控制,由于钢管的接口处采用封焊处理,容易出现焊接薄弱处,无法保证焊缝的完整性,在平台顶升过程中可能会出现连接失效的现象。In the construction of industrial plants, slipform construction is a commonly used and efficient construction method; slipform construction usually adopts a hydraulic lifting system, and the support rod adopts a common construction steel pipe of Φ48×3.5, and the extrusion joint method is usually used to extend the support rod, that is, at the joint of the support rod, one end of the support rod with an outer diameter of φ48 is compressed to an outer diameter of φ40 by a hydraulic pipe compressor, and then fixed by a socket method, and finally the interface is sealed by welding. However, there are the following problems in extending the support rod using this method: 1. The verticality of the support rod is poorly controlled. When welding the steel pipe, the verticality of the steel pipe needs to be accurately corrected in advance, which increases the workload of the workers and makes it difficult to control; 2. The connection stability of the support rod is not easy to control. Since the interface of the steel pipe is sealed, weak welding points are prone to occur, and the integrity of the weld cannot be guaranteed. Connection failure may occur during the platform jacking process.
由此可见,需要提供一种用于将支承杆接长的连接件,将两根支承杆连接,并优化支承杆的连接质量,以保证施工方便,提高施工效率。It can be seen from this that it is necessary to provide a connecting piece for extending the support rods, connect two support rods, and optimize the connection quality of the support rods to ensure construction convenience and improve construction efficiency.
实用新型内容Utility Model Content
为了克服现有技术方案,本实用新型提供一种用于滑模平台支承杆的接长构件,以解决现有支承杆连接后存在垂直度较差和接头处焊接薄弱,从而导致施工效率低,支承杆件连接质量差的问题。In order to overcome the existing technical solutions, the utility model provides an extension component for the support rod of the slipform platform to solve the problems of poor verticality and weak welding at the joints of the existing support rods after connection, thereby resulting in low construction efficiency and poor connection quality of the support rods.
本实用新型解决其技术问题所采用的技术方案是:The technical solution adopted by the utility model to solve its technical problems is:
一种用于滑模平台支承杆的接长构件,所述接长构件包括支承杆本体、第一接头、第二接头和连接螺杆;An extension member for a support rod of a sliding platform, the extension member comprising a support rod body, a first joint, a second joint and a connecting screw;
所述支承杆本体设置有若干个,所述支承杆本体的内部固定设置有第一接头和第二接头,所述第一接头置于所述支承杆本体的上端部,所述第二接头置于所述支承杆本体的下端部,所述连接螺杆的一端与所述第一接头螺纹连接,另一端与所述第二接头螺纹连接,以使若干所述支承杆本体相互连接固定。The supporting rod bodies are provided with a plurality of them, and a first joint and a second joint are fixedly provided inside the supporting rod bodies, the first joint is placed at the upper end of the supporting rod body, and the second joint is placed at the lower end of the supporting rod body, one end of the connecting screw is threadedly connected to the first joint, and the other end is threadedly connected to the second joint, so that the plurality of supporting rod bodies are connected and fixed to each other.
作为本实用新型一种优选的技术方案,所述第一接头和第二接头均为内部中空的空心圆柱型构件,所述第一接头和第二接头内壁设置有内螺纹,所述内螺纹与所述连接螺杆的螺纹相适配。As a preferred technical solution of the utility model, the first joint and the second joint are both hollow cylindrical components with hollow interiors, and the inner walls of the first joint and the second joint are provided with internal threads, which are compatible with the threads of the connecting screw.
作为本实用新型一种优选的技术方案,所述第一接头和所述第二接头的外径为41mm。As a preferred technical solution of the present invention, the outer diameters of the first joint and the second joint are 41 mm.
作为本实用新型一种优选的技术方案,所述第一接头和所述第二接头的内径为24mm。As a preferred technical solution of the present invention, the inner diameters of the first joint and the second joint are 24 mm.
作为本实用新型一种优选的技术方案,所述第一接头和第二接头分别点焊固定在所述支承杆本体的上端部和下端部。As a preferred technical solution of the utility model, the first joint and the second joint are spot-welded and fixed to the upper end and the lower end of the support rod body respectively.
作为本实用新型一种优选的技术方案,所述支承杆本体内部的上端部和下端部分别设置有限位处,所述第一接头靠近所述支承杆本体内部的一端在所述上端部限位处位置限位,所述第二接头靠近所述支承杆本体内部的一端在所述下端部限位处位置限位。As a preferred technical solution of the utility model, the upper end and the lower end inside the support rod body are respectively provided with limiting positions, one end of the first joint close to the inside of the support rod body is limited at the upper end limiting position, and one end of the second joint close to the inside of the support rod body is limited at the lower end limiting position.
作为本实用新型一种优选的技术方案,所述连接螺杆的直径与所述第一接头和所述第二接头的内径对应设置,所述连接螺杆的直径为24mm。As a preferred technical solution of the present invention, the diameter of the connecting screw is set corresponding to the inner diameters of the first joint and the second joint, and the diameter of the connecting screw is 24 mm.
作为本实用新型一种优选的技术方案,所述连接螺杆的长度为100mm。As a preferred technical solution of the present utility model, the length of the connecting screw is 100 mm.
作为本实用新型一种优选的技术方案,所述第一接头、第二接头和所述连接螺杆由碳素结构钢制成。As a preferred technical solution of the present utility model, the first joint, the second joint and the connecting screw are made of carbon structural steel.
作为本实用新型一种优选的技术方案,所述支承杆本体采用外径为48mm,壁厚为3.5mm的钢管。As a preferred technical solution of the utility model, the support rod body is made of a steel pipe with an outer diameter of 48 mm and a wall thickness of 3.5 mm.
与现有技术相比,本实用新型的有益效果是:Compared with the prior art, the beneficial effects of the utility model are:
本实用新型通过在支承杆内部的两侧端部分别设置第一接头和第二接头,并配合连接螺杆螺纹连接固定以将两根支承杆连接,达到接长支承杆的效果,并且通过旋转螺杆能够微调相互连接的两根支承杆的相对位置,从而提高连接后支承杆的垂直度,通过调整连接螺杆与接头的紧固程度来实现支承杆的精确调整,从而实现垂直度的要求;采用连接螺杆连接后的第一接头和第二接头将两根支承杆紧密固定,支承杆连接处紧密贴合,不易出现变形,即通过连接构件代替现有对焊的方式接长支承杆,以解决现有技术存在垂直度较差和接头处焊接薄弱的问题。The utility model respectively arranges a first joint and a second joint at the two side ends inside the supporting rod, and cooperates with a connecting screw to thread and fix the two supporting rods to connect them, so as to achieve the effect of extending the supporting rod, and the relative positions of the two mutually connected supporting rods can be fine-tuned by rotating the screw, so as to improve the verticality of the supporting rod after the connection, and the precise adjustment of the supporting rod can be achieved by adjusting the tightness of the connecting screw and the joint, so as to meet the verticality requirement; the first joint and the second joint connected by the connecting screw are used to tightly fix the two supporting rods, and the connection of the supporting rods is tightly fitted and not easy to deform, that is, the supporting rods are extended by the connecting component instead of the existing butt welding method, so as to solve the problems of poor verticality and weak welding at the joints in the prior art.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
为了更清楚地说明本实用新型实施例技术方案,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions of the embodiments of the utility model, the drawings required for use in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.
图1是本实用新型一种用于滑模平台支承杆的接长构件的正视图;FIG1 is a front view of an extension member for a support rod of a sliding form platform according to the present invention;
图2是本实用新型一种用于滑模平台支承杆的接长构件的侧视图;FIG2 is a side view of an extension member for a support rod of a sliding form platform according to the present invention;
图3是本实用新型一种用于滑模平台支承杆的接长构件的使用状态参考图一;FIG3 is a reference diagram of the use state of an extension member for a support rod of a sliding form platform according to the present invention;
图4是本实用新型一种用于滑模平台支承杆的接长构件的使用状态参考图二。FIG. 4 is a reference to FIG. 2 showing the use status of an extension member for a support rod of a sliding formwork platform according to the present invention.
图中标号Numbers in the figure
1、支承杆本体;2、第一接头;3、第二接头;4、连接螺杆。1. Support rod body; 2. First joint; 3. Second joint; 4. Connecting screw.
具体实施方式DETAILED DESCRIPTION
为了使本申请所要解决的技术问题、技术方案及有益效果更加清楚明白,以下结合附图及实施例,对本申请进行进一步详细说明。In order to make the technical problems, technical solutions and beneficial effects to be solved by the present application more clearly understood, the present application is further described in detail below in conjunction with the accompanying drawings and embodiments.
应当理解,此处所描述的具体实施例仅仅用以解释本申请,并不用于限定本申请。It should be understood that the specific embodiments described herein are only used to explain the present application and are not used to limit the present application.
需要说明的是,当元件被称为“固定于”或“设置于”另一个元件,它可以直接在另一个元件上或者间接在该另一个元件上。It should be noted that when an element is referred to as being “fixed to” or “disposed on” another element, it may be directly on the other element or indirectly on the other element.
当一个元件被称为是“连接于”另一个元件,它可以是直接连接到另一个元件或间接连接至该另一个元件上。When an element is referred to as being “connected to” another element, it can be directly connected to the other element or indirectly connected to the other element.
需要理解的是,术语“长度”、“宽度”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本申请和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本申请的限制。此外,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个该特征。It should be understood that the terms "length", "width", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be understood as a limitation on the present application. In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include one or more of the features.
在本申请的描述中,“多个”的含义是两个或两个以上,除非另有明确具体的限定。In the description of the present application, “plurality” means two or more than two, unless otherwise clearly and specifically defined.
为了解决目前建筑工程领域,工业厂房中滑模施工操作平台的支承杆在接长时,存在垂直度较差和接头处焊接薄弱而导致施工效率低,支承杆件连接质量差的问题,本实用新型提供了一种用于滑模平台支承杆的接长构件,以将传统的钢管对焊的连接方法改为通过连接构件连接,从而实现优化支承杆的连接质量的效果,以保证施工方便,提高施工效率;In order to solve the problems that the supporting rods of the sliding form construction operation platform in the current construction engineering field have poor verticality and weak welding at the joints when extending, resulting in low construction efficiency and poor connection quality of the supporting rods, the utility model provides an extension component for the supporting rods of the sliding form platform, so as to change the traditional steel pipe butt welding connection method to connection through a connecting component, thereby achieving the effect of optimizing the connection quality of the supporting rods, ensuring construction convenience and improving construction efficiency;
下面详细阐述本实用新型实施例提供一种用于滑模平台支承杆的接长构件,根据附图1-4中所示,所述接长构件包括支承杆本体1、第一接头2、第二接头3和连接螺杆4;The following is a detailed description of an embodiment of the utility model that provides an extension member for a support rod of a sliding platform. As shown in FIGS. 1-4 , the extension member includes a support rod body 1 , a first joint 2 , a second joint 3 and a connecting screw 4 ;
所述支承杆本体1设置有若干个,所述支承杆本体1的内部固定设置有第一接头2和第二接头3,所述第一接头2置于所述支承杆本体1的上端部,所述第二接头3置于所述支承杆本体1的下端部,所述连接螺杆4的一端与所述第一接头2螺纹连接,另一端与所述第二接头3螺纹连接,以使若干所述支承杆本体1相互连接固定。The supporting rod bodies 1 are provided with several ones, and the first joint 2 and the second joint 3 are fixedly provided inside the supporting rod bodies 1. The first joint 2 is placed at the upper end of the supporting rod body 1, and the second joint 3 is placed at the lower end of the supporting rod body 1. One end of the connecting screw 4 is threadedly connected to the first joint 2, and the other end is threadedly connected to the second joint 3, so that the several supporting rod bodies 1 are connected and fixed to each other.
具体地,通过在支承杆内部的两侧端部分别设置所述第一接头2和所述第二接头3,并配合所述连接螺杆4螺纹连接固定以将两根所述支承杆本体连接,达到接长支承杆的效果,并且通过旋转所述连接螺杆能够微调相互连接的两根支承杆的相对位置,从而提高连接后支承杆的垂直度,通过调整连接螺杆4与接头的紧固程度来实现支承杆的精确调整,从而实现垂直度的要求;采用连接螺杆4连接后的第一接头2和第二接头3将两根支承杆紧密固定,支承杆连接处紧密贴合,不易出现变形,即通过连接构件代替现有对焊的方式接长支承杆,以解决现有技术存在垂直度较差和接头处焊接薄弱的问题。Specifically, the first joint 2 and the second joint 3 are respectively provided at the two side ends inside the supporting rod, and the two supporting rod bodies are connected by threaded connection and fixing with the connecting screw 4, so as to achieve the effect of extending the supporting rod, and the relative positions of the two mutually connected supporting rods can be fine-tuned by rotating the connecting screw, so as to improve the verticality of the supporting rod after connection, and the supporting rod can be precisely adjusted by adjusting the tightness of the connecting screw 4 and the joint, so as to meet the verticality requirement; the first joint 2 and the second joint 3 connected by the connecting screw 4 are used to tightly fix the two supporting rods, and the connection between the supporting rods is tightly fitted and not easy to deform, that is, the supporting rod is extended by a connecting component instead of the existing butt welding method, so as to solve the problems of poor verticality and weak welding at the joints in the prior art.
进一步地,所述第一接头2和第二接头3均为内部中空的空心圆柱型构件,所述第一接头2和第二接头3内壁设置有内螺纹,所述内螺纹与所述连接螺杆4的螺纹相适配。进一步地,在确保支承杆具有足够的承载能力,所述支承杆本体1采用外径为48mm,壁厚为3.5mm的钢管,在确定支承杆本体1尺寸规格后,进一步地,所述第一接头2和所述第二接头3的外径为41mm,所述第一接头2和所述第二接头3的内径为24mm。Further, the first joint 2 and the second joint 3 are both hollow cylindrical members with hollow interiors, and the inner walls of the first joint 2 and the second joint 3 are provided with internal threads, and the internal threads are adapted to the threads of the connecting screw 4. Further, to ensure that the support rod has sufficient bearing capacity, the support rod body 1 adopts a steel pipe with an outer diameter of 48 mm and a wall thickness of 3.5 mm. After determining the size specifications of the support rod body 1, further, the outer diameters of the first joint 2 and the second joint 3 are 41 mm, and the inner diameters of the first joint 2 and the second joint 3 are 24 mm.
进一步地,所述连接螺杆4的直径与所述第一接头2和所述第二接头3的内径对应设置,所述连接螺杆4的直径为24mm;将所述连接螺杆4的直径与所述所述第一接头2和第二接头3的内径对应设置,确保连接部位的紧密配合,提高连接的牢固性和稳固性,通过合适的直径设置,有效减小连接部位的松落脱落,并且,减少连接部位的应力集中,从而分散载荷,提高连接的承载能力。Furthermore, the diameter of the connecting screw 4 is set to correspond to the inner diameters of the first joint 2 and the second joint 3, and the diameter of the connecting screw 4 is 24 mm; the diameter of the connecting screw 4 is set to correspond to the inner diameters of the first joint 2 and the second joint 3 to ensure a close fit of the connecting parts and improve the firmness and stability of the connection. Through the appropriate diameter setting, the loosening and falling off of the connecting parts can be effectively reduced, and the stress concentration of the connecting parts can be reduced, thereby dispersing the load and improving the bearing capacity of the connection.
进一步地,所述第一接头2和第二接头3分别点焊固定在所述支承杆本体1的上端部和下端部,点焊固定具有高效的工作效率,只需在接头处点焊固定即可实现第一接头2和第二接头3与所述支承杆本体1的焊接固定。Furthermore, the first joint 2 and the second joint 3 are spot-welded and fixed to the upper and lower ends of the support rod body 1 respectively. Spot welding and fixing have high working efficiency. The first joint 2 and the second joint 3 can be welded and fixed to the support rod body 1 only by spot welding and fixing at the joints.
进一步地,所述支承杆本体1内部的上端部和下端部分别设置有限位处,所述第一接头2靠近所述支承杆本体1内部的一端在所述上端部限位处位置限位,所述第二接头3靠近所述支承杆本体1内部的一端在所述下端部限位处位置限位。具体地,通过将第一接头2和第二接头3分别在限位在所述支承杆杯体内部的上端部和下端部,能够确保所述第一接头2和第二接头3在钢管内位置的固定,限位处的设置有效防止连接件在钢管内部产生移位或滑落,并且,限位处能够有效分担和传递荷载,在通过所述连接螺杆4将两根支承杆连接后,提高支承杆的承载能力。Furthermore, the upper end and the lower end of the support rod body 1 are respectively provided with limit points, and the end of the first joint 2 close to the support rod body 1 is limited at the upper end limit point, and the end of the second joint 3 close to the support rod body 1 is limited at the lower end limit point. Specifically, by limiting the first joint 2 and the second joint 3 at the upper end and the lower end of the support rod cup body, respectively, the first joint 2 and the second joint 3 can be ensured to be fixed in the steel pipe. The setting of the limit points effectively prevents the connector from shifting or slipping inside the steel pipe, and the limit points can effectively share and transfer the load, and after the two support rods are connected by the connecting screw 4, the bearing capacity of the support rod is improved.
进一步地,在优选实施例中,所述连接螺杆4的长度为100mm,连接螺杆4的长度提供了足够的螺纹长度,以确保所述第一接头2和第二接头3能够充分利用所述连接螺杆4的螺纹长度进行连接固定。Furthermore, in a preferred embodiment, the length of the connecting screw 4 is 100 mm, and the length of the connecting screw 4 provides sufficient thread length to ensure that the first joint 2 and the second joint 3 can fully utilize the thread length of the connecting screw 4 for connection and fixation.
进一步地,所述第一接头2、第二接头3和所述连接螺杆4由碳素结构钢制成。在优选实施例中,所述第一接头2、第二接头3和所述连接螺杆4采用具有较高强度的碳素结构钢制成,保证连接后的支承杆能够承受较大的载荷和压力,同时,所述第一接头2和第二接头3为一体成型的结构件,采用碳素结构钢具有良好的可塑性,以将所述第一接头2和第二接头3加工为内部中空的空心圆柱状,在所述第一接头2和第二接头3成型后,具有较高的抗冲击性能,在受到挤压、外部冲击或振动时不易发生断裂。Furthermore, the first joint 2, the second joint 3 and the connecting screw 4 are made of carbon structural steel. In a preferred embodiment, the first joint 2, the second joint 3 and the connecting screw 4 are made of carbon structural steel with high strength to ensure that the supporting rod after connection can withstand large loads and pressures. At the same time, the first joint 2 and the second joint 3 are integrally formed structural parts, and the carbon structural steel has good plasticity, so that the first joint 2 and the second joint 3 are processed into a hollow cylindrical shape with a hollow interior. After the first joint 2 and the second joint 3 are formed, they have high impact resistance and are not easy to break when squeezed, externally impacted or vibrated.
所述第一接头2和第二接头3预制后运输至施工现场使用,在支承杆安装之前,除首节支承杆外,将所述第一接头2和第二接头3分别放置在所述支承杆本体1内部的两侧端口处,并在限位处限位,在接口处将所述第一接头2和第二接头3采用点焊固定,将所述连接螺杆4一端与所述第一接头2螺纹连接,旋转拧紧,以将所述连接螺杆4的一端与所述支承杆本体1固定,将所述连接螺杆4的另一端与另一根所述支承杆本体1的第二接头3螺纹连接,旋转拧紧至两根所述支承杆本体1紧密贴合,多根支承杆的连接方式均如上所述,在此不详细赘述,由此,即可实现多根支承杆的接长,采用上述连接方法和连接件,将现有的对焊连接作业转为地面操作,有效减少焊接机械的使用,提高施工的安全性。The first joint 2 and the second joint 3 are prefabricated and transported to the construction site for use. Before the support rod is installed, except for the first section of the support rod, the first joint 2 and the second joint 3 are respectively placed at the two side ports inside the support rod body 1, and limited at the limit position. The first joint 2 and the second joint 3 are fixed at the interface by spot welding, and one end of the connecting screw 4 is threadedly connected to the first joint 2 and rotated and tightened to fix one end of the connecting screw 4 to the support rod body 1, and the other end of the connecting screw 4 is threadedly connected to the second joint 3 of the other support rod body 1, and rotated and tightened until the two support rod bodies 1 are tightly fitted. The connection methods of multiple support rods are as described above and will not be repeated here. In this way, the extension of multiple support rods can be achieved. The above-mentioned connection method and connecting parts are used to convert the existing butt welding connection operation into ground operation, effectively reducing the use of welding machinery and improving construction safety.
以上所述,仅为本实用新型的具体实施方式,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内,可轻易想到各种等效的修改或替换,这些修改或替换都应涵盖在本实用新型的保护范围之内。因此,本实用新型的保护范围应以权利要求的保护范围为准。The above is only a specific implementation of the utility model, but the protection scope of the utility model is not limited thereto. Any technician familiar with the technical field can easily think of various equivalent modifications or replacements within the technical scope disclosed by the utility model, and these modifications or replacements should be included in the protection scope of the utility model. Therefore, the protection scope of the utility model should be based on the protection scope of the claims.
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