CN219528366U - Support structure for scaffold and channel steel combination - Google Patents
Support structure for scaffold and channel steel combination Download PDFInfo
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- CN219528366U CN219528366U CN202320875221.8U CN202320875221U CN219528366U CN 219528366 U CN219528366 U CN 219528366U CN 202320875221 U CN202320875221 U CN 202320875221U CN 219528366 U CN219528366 U CN 219528366U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/25—Greenhouse technology, e.g. cooling systems therefor
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Abstract
Description
技术领域technical field
本实用新型涉及建筑相关技术领域,特别涉及一种脚手架与槽钢结合的支撑结构。The utility model relates to the technical field related to construction, in particular to a support structure combined with scaffolding and channel steel.
背景技术Background technique
在建筑外防护方面,传统技术中的脚手架都存在其承载性能、稳定性以及可靠性较差的问题;其中,悬挑钢梁就是伸出楼层的梁,一部分固定在楼板上,一部分伸出,在悬挑钢梁上搭建脚手架,目前来讲,在悬挑钢梁上搭建脚手架,必须要考虑其承载性能、稳定性以及可靠性等重要指标,但是,目前常用悬挑脚手架结构与槽钢之间复杂而且结构稳定性较差,施工不便,从而导致工期延长,提高施工成本。In terms of external protection of buildings, the scaffolding in traditional technology has the problems of poor load-bearing performance, stability and reliability; among them, the cantilevered steel beams are beams protruding from the floor, part of which is fixed on the floor, and part of which protrudes. Building scaffolds on cantilevered steel beams. At present, when building scaffolds on cantilevered steel beams, important indicators such as its bearing capacity, stability, and reliability must be considered. However, the relationship between cantilevered scaffolding structures and channel steel is currently used The space is complex and the structural stability is poor, and the construction is inconvenient, which leads to the extension of the construction period and the increase of the construction cost.
相关技术中,公告号为CN208329560U的一种槽钢悬挑脚手架中,包括承重板,防护杆,安装块,挂接杆,安装螺栓,可调节挂架,安全挂杆结构,工具挂接固定杆结构,一级挂杆,一级固定螺栓,U型座,调节管,伸缩杆,调节螺栓,U型连接块,固定板和二级固定螺栓,所述的防护杆螺栓固定在承重板的上端右侧位置;所述的安装块焊接在承重板的左侧下部位置;所述的挂接杆通过安装螺栓安装在安装块的上端位置。In the related art, the notification number is CN208329560U, a channel steel cantilevered scaffold, including load-bearing plate, protective rod, installation block, hook rod, mounting bolt, adjustable hanger, safety hanger structure, tool hooking and fixing rod Structure, first-level hanging rod, first-level fixing bolt, U-shaped seat, adjusting tube, telescopic rod, adjusting bolt, U-shaped connecting block, fixing plate and second-level fixing bolt, and the said protective rod bolt is fixed on the upper end of the load-bearing plate The right position; the installation block is welded at the lower left side of the load-bearing plate; the hitch rod is installed at the upper end of the installation block through installation bolts.
针对上述中的相关技术,申请人认为利用插接管,插接杆和插接螺栓的设置,有利于根据槽钢间不同的距离调节,但是安装脚手架的时候与槽钢之间的支撑固定安装复杂,费时费力,需要大量的人工将脚手架固定在槽钢伸出的部位,导致工人劳动强度大,同时安装支撑效率低,因此,本实用新型提供了一种脚手架与槽钢结合的支撑结构。In view of the above-mentioned related technologies, the applicant believes that the use of socket pipes, socket rods and socket bolts is beneficial to adjust according to different distances between channel steels, but when scaffolding is installed, it is complicated to install and fix the support between the channel steels , Time-consuming and labor-intensive, requiring a lot of manual work to fix the scaffold on the protruding part of the channel steel, resulting in high labor intensity for workers, and low installation and support efficiency. Therefore, the utility model provides a support structure combining scaffold and channel steel.
实用新型内容Utility model content
本申请的目的在于提供一种脚手架与槽钢结合的支撑结构,以解决上述背景技术中提出的问题。The purpose of the present application is to provide a support structure combining scaffolding and channel steel to solve the problems raised in the above-mentioned background technology.
为实现上述目的,本申请提供如下技术方案:一种脚手架与槽钢结合的支撑结构,包括有工型承重钢板、U型固定架、横向钢管和纵向钢管,所述工型承重钢板的一端均匀开设有若干个固定孔,所述工型承重钢板上位于所述固定孔中活动连接有U型固定架,所述工型承重钢板远离所述固定孔一端的顶部处中心处开设有纵向钢管孔,所述工型承重钢板远离所述固定孔一端的底部处中心处开设有纵向钢管槽,所述工型承重钢板上位于所述纵向钢管孔和所述固定孔之间的一侧两端均焊接固定有连接板,且所述连接板上中心处均开设有所述横向钢管孔,所述U型固定架包括有弧形底板和焊接固定在所述弧形底板两端中心处的固定杆,且所述固定杆活动贯穿在所述固定孔中。In order to achieve the above purpose, the application provides the following technical solutions: a support structure combining scaffolding and channel steel, including I-shaped load-bearing steel plates, U-shaped fixing frames, horizontal steel pipes and longitudinal steel pipes, one end of the I-shaped load-bearing steel plates is uniform A number of fixing holes are provided, and a U-shaped fixing frame is movably connected to the I-shaped load-bearing steel plate in the fixed hole, and a longitudinal steel pipe hole is opened in the center of the top of the I-shaped load-bearing steel plate away from the end of the fixed hole. A longitudinal steel pipe groove is opened at the center of the bottom of the I-type load-bearing steel plate away from the end of the fixing hole, and both ends of the side of the I-type load-bearing steel plate located between the longitudinal steel pipe hole and the fixing hole are The connecting plate is welded and fixed, and the center of the connecting plate is provided with the horizontal steel pipe hole, and the U-shaped fixing frame includes an arc-shaped bottom plate and a fixing rod welded and fixed at the center of both ends of the arc-shaped bottom plate , and the fixing rod moves through the fixing hole.
综上,本实用新型的技术效果和优点:In summary, the technical effects and advantages of the present utility model:
1、本实用新型中,通过U型固定架中的固定杆贯穿楼层延伸至工型承重钢板上的固定孔中,利用固定螺栓和固定杆上的螺纹槽实现工型承重钢板与楼层之间的稳定快速安装,操作简单,利用工型承重钢板自身开设的固定孔,结构简单稳定;1. In this utility model, the fixing rod in the U-shaped fixing frame extends through the floor to the fixing hole on the I-shaped load-bearing steel plate, and the fixing bolt and the threaded groove on the fixed rod are used to realize the connection between the I-shaped load-bearing steel plate and the floor. Stable and fast installation, simple operation, using the fixing holes opened by the I-shaped load-bearing steel plate itself, the structure is simple and stable;
2、本实用新型中,通过连接板和横向钢管孔对横向钢管进行支撑固定,实现脚手架的横向连接,利用纵向钢管孔和纵向钢管槽实现对纵向钢管的固定支撑,操作简单方便,实现了工型承重钢板与脚手架之间的稳定快速衔接,操作便捷,安装效率高,稳定牢固,实用性能强。2. In the utility model, the horizontal steel pipes are supported and fixed through the connecting plate and the horizontal steel pipe holes to realize the horizontal connection of the scaffold, and the fixed support to the longitudinal steel pipes is realized by using the longitudinal steel pipe holes and the longitudinal steel pipe grooves, the operation is simple and convenient, and the work is realized. The stable and fast connection between the type load-bearing steel plate and the scaffold, the operation is convenient, the installation efficiency is high, the stability is firm, and the practical performance is strong.
附图说明Description of drawings
为了更清楚地说明本申请实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅是本申请的一些实施例,对于本领域技术人员来讲,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 in the embodiments of the present application or the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art. Obviously, the drawings in the following description are only These are some embodiments of the present application. For those skilled in the art, other drawings can also be obtained according to these drawings without creative work.
图1为本申请实施例中一种脚手架与槽钢结合的支撑结构整体结构示意立体图;Fig. 1 is a schematic perspective view of the overall structure of a scaffold combined with channel steel in the embodiment of the present application;
图2为本申请实施例中一种脚手架与槽钢结合的支撑结构的U型固定架结构示意立体图;Fig. 2 is a schematic perspective view of a U-shaped fixing frame structure of a scaffold and channel steel combined support structure in the embodiment of the present application;
图3为图1中A处结构示意放大图;Fig. 3 is a schematic enlarged view of the structure at A in Fig. 1;
图4为本申请实施例中一种脚手架与槽钢结合的支撑结构的U型固定架结构示意侧视图。Fig. 4 is a schematic side view of a U-shaped fixing frame structure of a support structure combining scaffolding and channel steel in an embodiment of the present application.
图中:1、工型承重钢板;11、固定孔;2、U型固定架;21、弧形底板;22、固定杆;23、螺纹槽;24、固定螺栓;3、横向钢管;31、连接板;32、横向钢管孔;4、纵向钢管;41、纵向钢管孔;42、纵向钢管槽。In the figure: 1. I-type load-bearing steel plate; 11. Fixing hole; 2. U-shaped fixing frame; 21. Arc-shaped bottom plate; 22. Fixing rod; 23. Thread groove; 24. Fixing bolt; 3. Horizontal steel pipe; 31. Connecting plate; 32, horizontal steel pipe hole; 4, longitudinal steel pipe; 41, longitudinal steel pipe hole; 42, longitudinal steel pipe groove.
具体实施方式Detailed ways
下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整的描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.
实施例:参考图1-4所示的一种脚手架与槽钢结合的支撑结构,包括有工型承重钢板1、U型固定架2、横向钢管3和纵向钢管4,工型承重钢板1的一端均匀开设有若干个固定孔11,工型承重钢板1上位于固定孔11中活动连接有U型固定架2,工型承重钢板1远离固定孔11一端的顶部处中心处开设有纵向钢管孔41,工型承重钢板1远离固定孔11一端的底部处中心处开设有纵向钢管槽42,工型承重钢板1上位于纵向钢管孔41和固定孔11之间的一侧两端均焊接固定有连接板31,且连接板31上中心处均开设有横向钢管孔32,U型固定架2包括有弧形底板21和焊接固定在弧形底板21两端中心处的固定杆22,且固定杆22活动贯穿在固定孔11中,通过连接板31和横向钢管孔32对横向钢管3进行支撑固定,实现脚手架的横向连接,利用纵向钢管孔41和纵向钢管槽42实现对纵向钢管4的固定支撑,操作简单方便,实现了工型承重钢板1与脚手架之间的稳定快速衔接。Embodiment: Referring to the supporting structure of a combination of scaffolding and channel steel shown in Fig. One end is uniformly provided with several fixing holes 11, the I-shaped load-bearing steel plate 1 is located in the fixing holes 11 and is movably connected with a U-shaped fixing frame 2, and the center of the top of the I-shaped load-bearing steel plate 1 away from the fixing holes 11 is provided with a longitudinal steel pipe hole 41. There is a longitudinal steel pipe groove 42 at the center of the bottom of the I-type load-bearing steel plate 1 far away from the fixing hole 11, and the two ends of the I-type load-bearing steel plate 1 between the longitudinal steel pipe hole 41 and the fixing hole 11 are welded and fixed. Connecting plate 31, and the upper center of connecting plate 31 is equipped with transverse steel pipe hole 32, U-shaped fixed frame 2 includes arc-shaped bottom plate 21 and fixed rod 22 welded and fixed at the center of both ends of arc-shaped bottom plate 21, and the fixed rod 22 moves through the fixing hole 11, supports and fixes the horizontal steel pipe 3 through the connecting plate 31 and the horizontal steel pipe hole 32, realizes the horizontal connection of the scaffold, and uses the longitudinal steel pipe hole 41 and the longitudinal steel pipe groove 42 to realize the fixed support for the longitudinal steel pipe 4 , the operation is simple and convenient, and the stable and fast connection between the I-shaped load-bearing steel plate 1 and the scaffold is realized.
其中,固定孔11位于工型承重钢板1的上下两侧的两端位置处,利用工型承重钢板自身开设的固定孔11实现固定安装,无需外接结构,结构简单。Among them, the fixing holes 11 are located at the two ends of the upper and lower sides of the I-shaped load-bearing steel plate 1, and the fixing holes 11 provided by the I-shaped load-bearing steel plate are used to realize the fixed installation without external structures, and the structure is simple.
其中,连接板31固定在工型承重钢板1上靠近纵向钢管孔41一端处,实现对脚手架的纵向安装。Wherein, the connecting plate 31 is fixed on the I-shaped load-bearing steel plate 1 near the end of the longitudinal steel pipe hole 41 to realize the longitudinal installation of the scaffold.
其中,连接板31之间通过横向钢管孔32活动贯穿连接有横向钢管3,且横向钢管孔32的大小与横向钢管3相吻合匹配,实现对脚手架的横向安装。Among them, the horizontal steel pipes 3 are movably connected between the connecting plates 31 through the horizontal steel pipe holes 32, and the size of the horizontal steel pipe holes 32 matches with the horizontal steel pipes 3, so as to realize the horizontal installation of the scaffold.
其中,工型承重钢板1上位于纵向钢管孔41中活动贯穿连接有纵向钢管4,且纵向钢管4的底部固定安置在纵向钢管槽42中,且纵向钢管槽42的大小与纵向钢管4相吻合,安装简单方便,利用钢管的自身重量实现安装。Among them, the I-type load-bearing steel plate 1 is located in the longitudinal steel pipe hole 41 and is movably connected with a longitudinal steel pipe 4, and the bottom of the longitudinal steel pipe 4 is fixedly placed in the longitudinal steel pipe groove 42, and the size of the longitudinal steel pipe groove 42 is consistent with the longitudinal steel pipe 4. , The installation is simple and convenient, and the installation is realized by using the steel pipe's own weight.
其中,固定杆22的顶部设置有螺纹槽23,固定杆22贯穿固定孔11位于工型承重钢板1的顶部一侧通过螺纹槽23活动连接有固定螺栓24,实现稳定安装,操作简单。Wherein, the top of the fixed rod 22 is provided with a thread groove 23, and the fixed rod 22 runs through the fixing hole 11 and is located on the top side of the I-shaped load-bearing steel plate 1, and is movably connected with the fixed bolt 24 through the thread groove 23, so as to realize stable installation and easy operation.
其中,U型固定架2中弧形底板21与固定杆22之间为一体结构,结构简单稳定,稳定牢固。Wherein, the arc-shaped bottom plate 21 and the fixing rod 22 in the U-shaped fixing frame 2 are integrally structured, and the structure is simple and stable, stable and firm.
本实用工作原理:通过U型固定架中的固定杆贯穿楼层延伸至工型承重钢板上的固定孔中,利用固定螺栓和固定杆上的螺纹槽实现工型承重钢板与楼层之间的稳定快速安装,操作简单,利用工型承重钢板自身开设的固定孔,结构简单稳定,通过连接板和横向钢管孔对横向钢管进行支撑固定,实现脚手架的横向连接,利用纵向钢管孔和纵向钢管槽实现对纵向钢管的固定支撑,操作简单方便,实现了工型承重钢板与脚手架之间的稳定快速衔接,操作便捷,安装效率高,稳定牢固,实用性能强。The practical working principle: through the fixing rod in the U-shaped fixing frame, the fixing rod extends through the floor to the fixing hole on the I-shaped load-bearing steel plate, and the fast and stable connection between the I-shaped load-bearing steel plate and the floor is realized by using the fixing bolt and the thread groove on the fixing rod. The installation and operation are simple. The structure is simple and stable by using the fixing holes opened by the I-shaped load-bearing steel plate itself. The horizontal steel pipes are supported and fixed through the connecting plate and the horizontal steel pipe holes to realize the horizontal connection of the scaffold. The fixed support of the longitudinal steel pipe is simple and convenient to operate, and realizes the stable and fast connection between the I-shaped load-bearing steel plate and the scaffold. The operation is convenient, the installation efficiency is high, the stability is firm, and the practical performance is strong.
最后应说明的是:以上所述仅为本实用新型的优选实施例而已,并不用于限制本实用新型,尽管参照前述实施例对本实用新型进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换,凡在本实用新型的精神和原则之内,所做的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。Finally, it should be noted that: the above is only a preferred embodiment of the utility model, and is not intended to limit the utility model, although the utility model has been described in detail with reference to the foregoing embodiments, for those skilled in the art , it can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements on some of the technical features. Any modifications, equivalent replacements, improvements, etc. within the spirit and principles of the present utility model , should be included within the protection scope of the present utility model.
Claims (7)
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| Application Number | Priority Date | Filing Date | Title |
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| CN202320875221.8U CN219528366U (en) | 2023-04-19 | 2023-04-19 | Support structure for scaffold and channel steel combination |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202320875221.8U CN219528366U (en) | 2023-04-19 | 2023-04-19 | Support structure for scaffold and channel steel combination |
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Granted publication date: 20230815 |