CN221941894U - A scaffolding support structure - Google Patents

A scaffolding support structure Download PDF

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Publication number
CN221941894U
CN221941894U CN202420497962.1U CN202420497962U CN221941894U CN 221941894 U CN221941894 U CN 221941894U CN 202420497962 U CN202420497962 U CN 202420497962U CN 221941894 U CN221941894 U CN 221941894U
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telescopic
plate
bottom plate
supporting
support
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付熊
张勇
鲜东云
沈良
丁婧玮
卿箭伟
郭逢波
刘子惠
谢再良
李锡胜
赵思敏
沙忠宇
肖治平
林先锐
王浩东
蒋思惠
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China Construction Fifth Engineering Bureau Co Ltd
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China Construction Fifth Engineering Bureau Co Ltd
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Description

一种脚手架底托结构A scaffolding support structure

技术领域Technical Field

本实用新型涉及建筑施工的技术领域,尤其是涉及一种脚手架底托结构。The utility model relates to the technical field of building construction, in particular to a scaffolding bottom support structure.

背景技术Background Art

在对于地下室部位存在车道、无障碍坡道等斜坡面进行脚手架搭设时,传统搭设方法会使支撑脚手架与坡道面之间存在夹角,使支撑脚手架处于偏心受力,以导致脚手架的力学性能发挥不足,存在安全隐患,难以满足支撑架基础必须牢固可靠的规范要求,倘若将斜坡面凿开,以给脚手架提供水平支撑面则显得不雅观,难以满足现场文明施工的要求,并且施工过程繁琐,亟待解决。When scaffolding is erected on sloping surfaces such as driveways and barrier-free ramps in basements, the traditional erection method will cause an angle between the supporting scaffolding and the ramp surface, causing the supporting scaffolding to be eccentrically stressed, resulting in insufficient mechanical properties of the scaffolding, posing a safety hazard, and making it difficult to meet the regulatory requirements that the foundation of the supporting frame must be firm and reliable. If the slope surface is chiseled to provide a horizontal supporting surface for the scaffolding, it will appear unsightly and be difficult to meet the requirements of civilized construction on site. In addition, the construction process is cumbersome and needs to be solved urgently.

实用新型内容Utility Model Content

针对上述现有技术中的不足,本申请提供一种脚手架底托结构,旨在便于在各种不同角度的斜坡面上给脚手架提供稳定的水平支撑面。In view of the above-mentioned deficiencies in the prior art, the present application provides a scaffolding base support structure, which is intended to provide a stable horizontal support surface for the scaffolding on slopes of various angles.

本申请的上述发明目的是通过以下技术方案得以实现的:The above invention objectives of the present application are achieved through the following technical solutions:

水平支撑板,所述水平支撑板固定连接有用于安装脚手架的调节丝杆;A horizontal support plate, to which an adjusting screw rod for installing a scaffold is fixedly connected;

伸缩斜板,所述伸缩斜板底部设置于斜坡面,所述伸缩斜板一侧铰接设置于所述水平支撑板,所述伸缩斜板相对另一侧开设有弧形限位槽;A telescopic inclined plate, wherein the bottom of the telescopic inclined plate is arranged on the slope surface, one side of the telescopic inclined plate is hingedly arranged on the horizontal support plate, and an arc-shaped limiting groove is opened on the other side of the telescopic inclined plate;

伸缩竖板,所述伸缩竖板竖直设置于所述水平支撑板和所述伸缩斜板之间,所述伸缩竖板顶侧铰接设置于所述水平支撑板,所述伸缩竖板底侧设置有支撑凸板,所述支撑凸板呈弧状设置且与所述弧形限位槽抵接配合。A telescopic vertical plate is vertically arranged between the horizontal support plate and the telescopic inclined plate. The top side of the telescopic vertical plate is hingedly arranged on the horizontal support plate. A supporting convex plate is arranged on the bottom side of the telescopic vertical plate. The supporting convex plate is arranged in an arc shape and abuts against the arc-shaped limiting groove.

通过采用上述技术方案,旋转伸缩斜板和伸缩竖板,将伸缩竖板底侧的支撑凸板与伸缩斜板的弧形限位槽抵接配合,同时使伸缩竖板竖直设置,能够给水平支撑板提供稳定的竖直支撑力,此时水平支撑板、伸缩斜板和伸缩竖板三者之间能够形成稳定的三角形支撑结构,并且使水平支撑板始终与水平地面平行,能够给调节丝杆提供稳定的竖直支撑力,避免脚手架处于偏心受力的情况,使脚手架的力学性能得到发挥,以及通过调节伸缩斜板和伸缩竖板的长度,使水平支撑板保持水平和伸缩竖板保持竖直,即可适应各个角度的斜坡面施工工况,施工过程简单且便捷。By adopting the above technical scheme, the telescopic inclined plate and the telescopic vertical plate are rotated, and the supporting convex plate on the bottom side of the telescopic vertical plate is abutted and matched with the arc-shaped limit groove of the telescopic inclined plate. At the same time, the telescopic vertical plate is set vertically, which can provide a stable vertical supporting force for the horizontal support plate. At this time, a stable triangular supporting structure can be formed between the horizontal support plate, the telescopic inclined plate and the telescopic vertical plate, and the horizontal support plate is always parallel to the horizontal ground, which can provide a stable vertical supporting force for the adjusting screw rod, avoid the scaffolding from being under eccentric force, and bring into play the mechanical properties of the scaffolding. By adjusting the length of the telescopic inclined plate and the telescopic vertical plate, the horizontal support plate is kept horizontal and the telescopic vertical plate is kept vertical, which can adapt to the construction conditions of slope surfaces at various angles, and the construction process is simple and convenient.

本申请在一较佳示例中可以进一步配置为:所述伸缩斜板包括第一伸缩套板和第一伸缩底板,所述第一伸缩套板一端开口且另一端封闭,所述第一伸缩底板与所述第一伸缩套板滑移配合,所述弧形限位槽设置于所述第一伸缩底板;In a preferred example, the present application may be further configured as follows: the telescopic inclined plate includes a first telescopic sleeve plate and a first telescopic bottom plate, the first telescopic sleeve plate is open at one end and closed at the other end, the first telescopic bottom plate is slidably matched with the first telescopic sleeve plate, and the arc-shaped limit groove is provided on the first telescopic bottom plate;

所述第一伸缩套板顶部开口且开口端相对两侧沿自身长度方向排列开设有若干第一限位槽,所述第一伸缩套板内设置有第一支撑档杆,所述第一支撑档杆两端均设置有第一限位柱,所述第一限位柱与每个所述第一限位槽均插接配合,所述第一伸缩底板设置有第一限位杆,所述第一限位杆用于抵接所述第一支撑档杆。The top of the first telescopic sleeve is open and a plurality of first limit grooves are arranged along its own length direction on both sides of the opening end. A first supporting lever is arranged in the first telescopic sleeve. First limit columns are arranged at both ends of the first supporting lever. The first limit columns are plugged into and matched with each of the first limit grooves. The first telescopic bottom plate is provided with a first limit rod, and the first limit rod is used to abut against the first supporting lever.

通过采用上述技术方案,在第一伸缩底板与第一伸缩套板滑移配合的作用下,能够实现调节伸缩斜板长度的功能,在伸缩斜板长度调节完毕后,将第一支撑档杆通过第一限位柱与离第一限位杆最近的第一限位槽的插接配合作用固定安装于第一伸缩套板内,在第一限位杆和第一支撑档杆之间抵接限位的作用下,完成伸缩斜板长度的固定,操作简单且结构稳定。By adopting the above technical scheme, the function of adjusting the length of the telescopic inclined plate can be achieved under the action of the sliding cooperation between the first telescopic bottom plate and the first telescopic sleeve plate. After the length of the telescopic inclined plate is adjusted, the first supporting lever is fixedly installed in the first telescopic sleeve plate through the plug-in cooperation of the first limiting column and the first limiting groove closest to the first limiting lever. Under the action of the abutment limit between the first limiting lever and the first supporting lever, the length of the telescopic inclined plate is fixed. The operation is simple and the structure is stable.

本申请在一较佳示例中可以进一步配置为:所述第一支撑档杆中部贯穿设置有第一固定螺栓,所述第一固定螺栓螺纹连接于所述第一伸缩底板。In a preferred example, the present application may be further configured as follows: a first fixing bolt is provided through the middle of the first supporting lever, and the first fixing bolt is threadedly connected to the first telescopic base plate.

通过采用上述技术方案,采用第一固定螺栓将第一支撑档杆固定连接于第一伸缩底板,能够防止第一支撑档杆在外力作用下脱出。By adopting the above technical solution, the first supporting lever is fixedly connected to the first telescopic bottom plate by using the first fixing bolt, so that the first supporting lever can be prevented from falling out under the action of external force.

本申请在一较佳示例中可以进一步配置为:所述伸缩竖板包括第二伸缩套板和第二伸缩底板,所述第二伸缩套板一端开口且另一端封闭,所述第二伸缩底板与所述第二伸缩套板滑移配合,所述支撑凸板设置于所述第二伸缩底板远离所述第二伸缩套板的一侧;In a preferred example, the present application may be further configured as follows: the telescopic riser comprises a second telescopic sleeve and a second telescopic bottom plate, the second telescopic sleeve is open at one end and closed at the other end, the second telescopic bottom plate is slidably matched with the second telescopic sleeve, and the supporting convex plate is arranged on a side of the second telescopic bottom plate away from the second telescopic sleeve;

所述第二伸缩套板顶部开口且开口端相对两侧沿自身长度方向排列开设有若干第二限位槽,所述第二伸缩套板内设置有第二支撑档杆,所述第二支撑档杆两端均设置有第二限位柱,所述第二限位柱与每个所述第二限位槽均插接配合,所述第二伸缩底板设置有第二限位杆,所述第二限位杆用于抵接所述第二支撑档杆。The top of the second telescopic sleeve is open and a number of second limit grooves are arranged along its own length direction on both sides of the open end. A second supporting lever is arranged in the second telescopic sleeve. Second limiting columns are arranged at both ends of the second supporting lever. The second limiting columns are plugged into each of the second limiting grooves. The second telescopic bottom plate is provided with a second limiting rod, and the second limiting rod is used to abut against the second supporting lever.

通过采用上述技术方案,在第二伸缩底板与第二伸缩套板滑移配合的作用下,能够实现调节伸缩竖板长度的功能,在伸缩竖板长度调节完毕后,将第二支撑档杆通过第二限位柱与离第二限位杆最近的第二限位槽的插接配合作用固定安装于第二伸缩套板内,在第二限位杆和第二支撑档杆之间抵接限位的作用下,完成伸缩竖板长度的固定,操作简单且结构稳定。By adopting the above technical scheme, the function of adjusting the length of the telescopic vertical plate can be achieved under the action of the sliding cooperation between the second telescopic bottom plate and the second telescopic sleeve plate. After the length of the telescopic vertical plate is adjusted, the second supporting lever is fixedly installed in the second telescopic sleeve plate through the plug-in cooperation of the second limiting column and the second limiting groove closest to the second limiting lever. Under the action of the abutment limit between the second limiting lever and the second supporting lever, the length of the telescopic vertical plate is fixed. The operation is simple and the structure is stable.

本申请在一较佳示例中可以进一步配置为:所述第二支撑档杆中部贯穿设置有第二固定螺栓,所述第二固定螺栓螺纹连接于所述第二伸缩底板。In a preferred example, the present application may be further configured as follows: a second fixing bolt is provided through the middle portion of the second supporting lever, and the second fixing bolt is threadedly connected to the second telescopic base plate.

通过采用上述技术方案,采用第二固定螺栓将第二支撑档杆固定连接于第二伸缩底板,能够防止第二支撑档杆在外力作用下脱出。By adopting the above technical solution, the second supporting lever is fixedly connected to the second telescopic bottom plate by using the second fixing bolt, so that the second supporting lever can be prevented from falling out under the action of external force.

本申请在一较佳示例中可以进一步配置为:所述伸缩斜板采用螺纹连接的方式可拆卸固定连接于斜坡面。In a preferred example, the present application can be further configured as follows: the telescopic inclined plate is detachably fixedly connected to the slope surface by means of threaded connection.

通过采用上述技术方案,采用螺纹连接的方式,能够便于完成伸缩斜板与斜坡面之间的拆装工作。By adopting the above technical solution and using a threaded connection method, it is possible to easily complete the disassembly and assembly work between the telescopic inclined plate and the slope surface.

综上所述,本申请包括以下至少一种有益技术效果:In summary, the present application includes at least one of the following beneficial technical effects:

1、水平支撑板、伸缩斜板和伸缩竖板三者之间能够形成稳定的三角形支撑结构,并且使水平支撑板始终与水平地面平行,能够给调节丝杆提供稳定的竖直支撑力,避免脚手架处于偏心受力的情况,使脚手架的力学性能得到发挥,以及通过调节伸缩斜板和伸缩竖板的长度,使水平支撑板保持水平和伸缩竖板保持竖直,即可适应各个角度的斜坡面施工工况,施工过程简单且便捷。1. A stable triangular support structure can be formed among the horizontal support plate, the telescopic inclined plate and the telescopic vertical plate, and the horizontal support plate is always parallel to the horizontal ground, which can provide a stable vertical support force for the adjusting screw rod, avoid the scaffolding from being subjected to eccentric force, and give full play to the mechanical properties of the scaffolding. By adjusting the length of the telescopic inclined plate and the telescopic vertical plate, the horizontal support plate can be kept horizontal and the telescopic vertical plate can be kept vertical, which can adapt to the construction conditions of slope surfaces at various angles. The construction process is simple and convenient.

2、在第一伸缩底板与第一伸缩套板滑移配合的作用下,能够实现调节伸缩斜板长度的功能,在伸缩斜板长度调节完毕后,将第一支撑档杆通过第一限位柱与离第一限位杆最近的第一限位槽的插接配合作用固定安装于第一伸缩套板内,在第一限位杆和第一支撑档杆之间抵接限位的作用下,完成伸缩斜板长度的固定,操作简单且结构稳定。2. Under the action of the sliding cooperation between the first telescopic bottom plate and the first telescopic sleeve, the function of adjusting the length of the telescopic inclined plate can be realized. After the length of the telescopic inclined plate is adjusted, the first supporting lever is fixedly installed in the first telescopic sleeve through the plug-in cooperation of the first limiting column and the first limiting groove closest to the first limiting lever. Under the action of the abutment limit between the first limiting lever and the first supporting lever, the length of the telescopic inclined plate is fixed. The operation is simple and the structure is stable.

3、在第二伸缩底板与第二伸缩套板滑移配合的作用下,能够实现调节伸缩竖板长度的功能,在伸缩竖板长度调节完毕后,将第二支撑档杆通过第二限位柱与离第二限位杆最近的第二限位槽的插接配合作用固定安装于第二伸缩套板内,在第二限位杆和第二支撑档杆之间抵接限位的作用下,完成伸缩竖板长度的固定,操作简单且结构稳定。3. Under the action of the sliding cooperation between the second telescopic bottom plate and the second telescopic sleeve plate, the function of adjusting the length of the telescopic vertical plate can be realized. After the length of the telescopic vertical plate is adjusted, the second supporting lever is fixedly installed in the second telescopic sleeve plate through the plug-in cooperation of the second limiting column and the second limiting groove closest to the second limiting lever. Under the action of the abutment limit between the second limiting lever and the second supporting lever, the length of the telescopic vertical plate is fixed. The operation is simple and the structure is stable.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

图1是本申请一实施例中脚手架底托结构的整体结构示意图;FIG1 is a schematic diagram of the overall structure of a scaffolding support structure in one embodiment of the present application;

图2是本申请一实施例中第一伸缩套板和第一伸缩底板的装配关系示意图;FIG2 is a schematic diagram of the assembly relationship between the first telescopic sleeve plate and the first telescopic bottom plate in one embodiment of the present application;

图3是本申请一实施例中伸缩斜板的结构示意图;FIG3 is a schematic diagram of the structure of a telescopic inclined plate in one embodiment of the present application;

图4是本申请一实施例中第二伸缩套板和第二伸缩底板的装配关系示意图;FIG4 is a schematic diagram of the assembly relationship between the second telescopic sleeve plate and the second telescopic bottom plate in one embodiment of the present application;

图5是本申请一实施例中伸缩竖板的结构示意图。FIG. 5 is a schematic structural diagram of a telescopic vertical plate in an embodiment of the present application.

附图标记:1、水平支撑板;2、伸缩斜板;21、第一伸缩套板;22、第一伸缩底板;23、第一限位槽;24、第一支撑档杆;25、第一限位柱;26、第一限位杆;27、第一固定螺栓;3、伸缩竖板;31、第二伸缩套板;32、第二伸缩底板;33、第二限位槽;34、第二支撑档杆;35、第二限位柱;36、第二限位杆;37、第二固定螺栓;4、调节丝杆;5、斜坡面;6、弧形限位槽;7、支撑凸板。Figure numerals: 1. horizontal support plate; 2. telescopic inclined plate; 21. first telescopic sleeve; 22. first telescopic bottom plate; 23. first limit groove; 24. first support lever; 25. first limit column; 26. first limit rod; 27. first fixing bolt; 3. telescopic vertical plate; 31. second telescopic sleeve; 32. second telescopic bottom plate; 33. second limit groove; 34. second support lever; 35. second limit column; 36. second limit rod; 37. second fixing bolt; 4. adjusting screw; 5. slope surface; 6. arc-shaped limit groove; 7. supporting convex plate.

具体实施方式DETAILED DESCRIPTION

以下结合附图对本申请的示范性实施例做出说明,其中包括本申请实施例的各种细节以助于理解,应当将它们认为仅仅是示范性的。因此,本领域普通技术人员应当认识到,可以对这里描述的实施例做出各种改变和修改,而不会背离本申请的范围和精神。同样,为了清楚和简明,以下的描述中省略了对公知功能和结构的描述。The following is a description of exemplary embodiments of the present application in conjunction with the accompanying drawings, including various details of the embodiments of the present application to facilitate understanding, which should be considered as merely exemplary. Therefore, it should be recognized by those of ordinary skill in the art that various changes and modifications can be made to the embodiments described herein without departing from the scope and spirit of the present application. Similarly, for the sake of clarity and conciseness, the description of well-known functions and structures is omitted in the following description.

需要说明的是,本实用新型中的术语“第一”、“第二”等是用于区别类似的对象,而不必用于描述特定的顺序或先后次序。应该理解这样使用的数据在适当情况下可以互换,以便这里描述的本公开的实施例能够以除了在这里图示或描述的那些以外的顺序实施。以下示例性实施例中所描述的实施方式并不代表与本公开相一致的所有实施方式。It should be noted that the terms "first", "second", etc. in the present invention are used to distinguish similar objects, and are not necessarily used to describe a specific order or sequence. It should be understood that the data used in this way can be interchanged where appropriate, so that the embodiments of the present disclosure described herein can be implemented in an order other than those illustrated or described herein. The embodiments described in the following exemplary embodiments do not represent all embodiments consistent with the present disclosure.

另外,本文中术语“和/或”,仅仅是一种描述关联对象的关联关系,表示可以存在三种关系,例如,A和/或B,可以表示:单独存在A,同时存在A和B,单独存在B这三种情况。另外,本文中字符“/”,如无特殊说明,一般表示前后关联对象是一种“或”的关系。In addition, the term "and/or" in this article is only a description of the association relationship of associated objects, indicating that there can be three relationships. For example, A and/or B can represent: A exists alone, A and B exist at the same time, and B exists alone. In addition, the character "/" in this article, unless otherwise specified, generally means that the associated objects before and after are in an "or" relationship.

下面参考附图描述本申请的一种脚手架底托结构。A scaffolding base support structure of the present application is described below with reference to the accompanying drawings.

如图1所示,脚手架底托结构包括水平支撑板1、伸缩斜板2和伸缩竖板3,水平支撑板1固定连接有用于安装脚手架的调节丝杆4,调节丝杆4可采用实心丝杆或空心丝杆,调节丝杆4的长度和直径均需根据实际施工需求进行调整,需要满足相应规范所需的力学性能,伸缩斜板2底部设置于斜坡面5,具体地,伸缩斜板2采用螺纹连接的方式可拆卸固定连接于斜坡面5,通过采用螺纹连接的方式,能够便于完成伸缩斜板2与斜坡面5之间的拆装工作,并且使伸缩斜板2能够给各部件提供稳定的支撑;As shown in FIG1 , the scaffolding bottom support structure includes a horizontal support plate 1, a telescopic inclined plate 2 and a telescopic vertical plate 3. The horizontal support plate 1 is fixedly connected with an adjusting screw rod 4 for installing the scaffolding. The adjusting screw rod 4 can be a solid screw rod or a hollow screw rod. The length and diameter of the adjusting screw rod 4 need to be adjusted according to actual construction requirements and need to meet the mechanical properties required by the corresponding specifications. The bottom of the telescopic inclined plate 2 is set on the slope surface 5. Specifically, the telescopic inclined plate 2 is detachably fixedly connected to the slope surface 5 by a threaded connection. By adopting a threaded connection, it is easy to complete the disassembly and assembly work between the telescopic inclined plate 2 and the slope surface 5, and the telescopic inclined plate 2 can provide stable support for each component.

如图1、图3和图5所示,伸缩斜板2一侧铰接设置于水平支撑板1,伸缩斜板2相对另一侧开设有弧形限位槽6,伸缩竖板3竖直设置于水平支撑板1和伸缩斜板2之间,伸缩竖板3顶侧铰接设置于水平支撑板1,伸缩竖板3底侧设置有支撑凸板7,支撑凸板7呈弧状设置且与弧形限位槽6抵接配合,旋转伸缩斜板2和伸缩竖板3,将伸缩竖板3底侧的支撑凸板7与伸缩斜板2的弧形限位槽6抵接配合,同时使伸缩竖板3竖直设置,能够给水平支撑板1提供稳定的竖直支撑力,此时水平支撑板1、伸缩斜板2和伸缩竖板3三者之间能够形成稳定的三角形支撑结构,并且使水平支撑板1始终与水平地面平行,能够给调节丝杆4提供稳定的竖直支撑力,避免脚手架处于偏心受力的情况,使脚手架的力学性能得到发挥,即该结构能够保证在斜坡、斜道等斜面上支撑的脚手架钢管轴向受力,提高脚手架体的受力稳定性,还可以通过调节伸缩斜板2和伸缩竖板3的长度,使水平支撑板1保持水平和伸缩竖板3保持竖直,即可适应各个角度的斜坡面5施工工况,施工过程简单且便捷。As shown in Figures 1, 3 and 5, one side of the telescopic inclined plate 2 is hinged to the horizontal support plate 1, and an arc-shaped limiting groove 6 is opened on the other side of the telescopic inclined plate 2. The telescopic vertical plate 3 is vertically arranged between the horizontal support plate 1 and the telescopic inclined plate 2. The top side of the telescopic vertical plate 3 is hinged to the horizontal support plate 1, and a supporting convex plate 7 is arranged on the bottom side of the telescopic vertical plate 3. The supporting convex plate 7 is arranged in an arc shape and abuts with the arc-shaped limiting groove 6. The telescopic inclined plate 2 and the telescopic vertical plate 3 are rotated to make the supporting convex plate 7 on the bottom side of the telescopic vertical plate 3 abut with the arc-shaped limiting groove 6 of the telescopic inclined plate 2. At the same time, the telescopic vertical plate 3 is arranged vertically, which can provide a stable vertical supporting force for the horizontal support plate 1. At this time, the horizontal A stable triangular support structure can be formed among the support plate 1, the telescopic inclined plate 2 and the telescopic vertical plate 3, and the horizontal support plate 1 is always parallel to the horizontal ground, which can provide a stable vertical support force for the adjusting screw rod 4, avoid the scaffolding from being subjected to eccentric force, and make the mechanical properties of the scaffolding be brought into play, that is, the structure can ensure the axial force of the scaffolding steel pipe supported on inclined surfaces such as slopes and ramps, improve the force stability of the scaffolding body, and can also adjust the length of the telescopic inclined plate 2 and the telescopic vertical plate 3 to keep the horizontal support plate 1 horizontal and the telescopic vertical plate 3 vertical, so as to adapt to the construction conditions of slope surfaces 5 at various angles, and the construction process is simple and convenient.

其中,如图2和图3所示,伸缩斜板2包括第一伸缩套板21和第一伸缩底板22,第一伸缩套板21一端开口且另一端封闭,第一伸缩底板22与第一伸缩套板21滑移配合,弧形限位槽6设置于第一伸缩底板22,第一伸缩套板21顶部开口且开口端相对两侧沿自身长度方向排列开设有若干第一限位槽23,第一伸缩套板21内设置有第一支撑档杆24,第一支撑档杆24两端均设置有第一限位柱25,第一限位柱25与每个第一限位槽23均插接配合,第一伸缩底板22设置有第一限位杆26,第一限位杆26用于抵接第一支撑档杆24,在第一伸缩底板22与第一伸缩套板21滑移配合的作用下,能够实现调节伸缩斜板2长度的功能,在伸缩斜板2长度调节完毕后,将第一支撑档杆24通过第一限位柱25与离第一限位杆26最近的第一限位槽23的插接配合作用固定安装于第一伸缩套板21内,在第一限位杆26和第一支撑档杆24之间抵接限位的作用下,完成伸缩斜板2长度的固定,操作简单且结构稳定。As shown in Figures 2 and 3, the telescopic inclined plate 2 includes a first telescopic sleeve 21 and a first telescopic bottom plate 22. The first telescopic sleeve 21 is open at one end and closed at the other end. The first telescopic bottom plate 22 is slidably matched with the first telescopic sleeve 21. The arc-shaped limit groove 6 is arranged on the first telescopic bottom plate 22. The top of the first telescopic sleeve 21 is open and a plurality of first limit grooves 23 are arranged along its own length direction on both sides of the open end. A first supporting lever 24 is arranged in the first telescopic sleeve 21. First limiting columns 25 are arranged at both ends of the first supporting lever 24. The first limiting columns 25 are plugged into and matched with each first limiting groove 23. A telescopic base plate 22 is provided with a first limit rod 26, and the first limit rod 26 is used to abut against the first support lever 24. Under the action of the sliding cooperation between the first telescopic base plate 22 and the first telescopic sleeve plate 21, the function of adjusting the length of the telescopic inclined plate 2 can be realized. After the length of the telescopic inclined plate 2 is adjusted, the first support lever 24 is fixedly installed in the first telescopic sleeve plate 21 through the plug-in cooperation of the first limit column 25 and the first limit groove 23 closest to the first limit rod 26. Under the action of the abutment and limitation between the first limit rod 26 and the first support lever 24, the length of the telescopic inclined plate 2 is fixed. The operation is simple and the structure is stable.

进一步地,第一支撑档杆24中部贯穿设置有第一固定螺栓27,第一固定螺栓27螺纹连接于第一伸缩底板22,通过采用第一固定螺栓27将第一支撑档杆24固定连接于第一伸缩底板22,能够防止第一支撑档杆24在外力作用下脱出。Furthermore, a first fixing bolt 27 is provided through the middle of the first supporting lever 24, and the first fixing bolt 27 is threadedly connected to the first telescopic bottom plate 22. By using the first fixing bolt 27 to fix the first supporting lever 24 to the first telescopic bottom plate 22, the first supporting lever 24 can be prevented from falling out under the action of external force.

如图4和图5所示,伸缩竖板3包括第二伸缩套板31和第二伸缩底板32,第二伸缩套板31一端开口且另一端封闭,第二伸缩底板32与第二伸缩套板31滑移配合,支撑凸板7设置于第二伸缩底板32远离第二伸缩套板31的一侧,第二伸缩套板31顶部开口且开口端相对两侧沿自身长度方向排列开设有若干第二限位槽33,第二伸缩套板31内设置有第二支撑档杆34,第二支撑档杆34两端均设置有第二限位柱35,第二限位柱35与每个第二限位槽33均插接配合,第二伸缩底板32设置有第二限位杆36,第二限位杆36用于抵接第二支撑档杆34,在第二伸缩底板32与第二伸缩套板31滑移配合的作用下,能够实现调节伸缩竖板3长度的功能,在伸缩竖板3长度调节完毕后,将第二支撑档杆34通过第二限位柱35与离第二限位杆36最近的第二限位槽33的插接配合作用固定安装于第二伸缩套板31内,在第二限位杆36和第二支撑档杆34之间抵接限位的作用下,完成伸缩竖板3长度的固定,以及第二支撑档杆34中部还贯穿设置有第二固定螺栓37,第二固定螺栓37螺纹连接于第二伸缩底板32,通过采用第二固定螺栓37将第二支撑档杆34固定连接于第二伸缩底板32,能够防止第二支撑档杆34在外力作用下脱出。As shown in Figures 4 and 5, the telescopic vertical plate 3 includes a second telescopic sleeve plate 31 and a second telescopic bottom plate 32. The second telescopic sleeve plate 31 has an open end and a closed end. The second telescopic bottom plate 32 is slidably matched with the second telescopic sleeve plate 31. The supporting convex plate 7 is arranged on the side of the second telescopic bottom plate 32 away from the second telescopic sleeve plate 31. The top of the second telescopic sleeve plate 31 is open and a plurality of second limiting grooves 33 are arranged along its own length direction on both sides of the open end. A second supporting lever 34 is arranged in the second telescopic sleeve plate 31. Second limiting columns 35 are arranged at both ends of the second supporting lever 34. The second limiting columns 35 are plugged into each second limiting groove 33. The second telescopic bottom plate 32 is provided with a second limiting rod 36. The second limiting rod 36 is used to abut the second supporting lever 34. Under the action of sliding cooperation between the bottom plate 32 and the second telescopic sleeve plate 31, the function of adjusting the length of the telescopic vertical plate 3 can be realized. After the length of the telescopic vertical plate 3 is adjusted, the second support lever 34 is fixedly installed in the second telescopic sleeve plate 31 through the plug-in cooperation of the second limit column 35 and the second limit groove 33 closest to the second limit rod 36. Under the action of abutment and limitation between the second limit rod 36 and the second support lever 34, the length of the telescopic vertical plate 3 is fixed. A second fixing bolt 37 is also penetrated in the middle of the second support lever 34, and the second fixing bolt 37 is threadedly connected to the second telescopic bottom plate 32. By using the second fixing bolt 37 to fix the second support lever 34 to the second telescopic bottom plate 32, the second support lever 34 can be prevented from falling out under the action of external force.

需要说明的是,第一支撑档杆24和第二支撑档杆34的实施原理基本相同,仅是抵接位置不同,以确保伸缩斜板2和伸缩竖板3的长度固定不变。It should be noted that the implementation principles of the first support lever 24 and the second support lever 34 are basically the same, and only the abutment positions are different to ensure that the lengths of the telescopic inclined plate 2 and the telescopic vertical plate 3 remain fixed.

本申请实施例一种脚手架底托结构的实施原理为:在进行斜坡面5施工时,先通过旋转伸缩斜板2和伸缩竖板3,使伸缩斜板2铺设于斜坡面5上,根据斜坡面5的坡度来调整伸缩斜板2和伸缩竖板3的长度,然后将伸缩竖板3底侧的支撑凸板7与伸缩斜板2的弧形限位槽6抵接配合,同时使水平支撑板1保持与水平地面平行和使伸缩竖板3保持竖直设置,使水平支撑板1、伸缩斜板2和伸缩竖板3三者之间能够形成稳定的三角形支撑结构,再将伸缩斜板2固定安装于斜坡面5上,最后将脚手架安装于水平支撑板1的调节丝杆4,完成脚手架的安装,相比于传统的搭设方式,使水平支撑板1始终与水平地面平行,能够给调节丝杆4提供稳定的竖直支撑力,避免脚手架处于偏心受力的情况,使脚手架的力学性能得到发挥,以及通过调节伸缩斜板2和伸缩竖板3的长度,使水平支撑板1保持水平和伸缩竖板3保持竖直,即可适应各个角度的斜坡面5施工工况,施工过程简单且便捷。The implementation principle of a scaffolding bottom support structure of the embodiment of the present application is as follows: when constructing the slope surface 5, the telescopic inclined plate 2 and the telescopic vertical plate 3 are first rotated to lay the telescopic inclined plate 2 on the slope surface 5, and the lengths of the telescopic inclined plate 2 and the telescopic vertical plate 3 are adjusted according to the slope of the slope surface 5, and then the supporting protrusion 7 on the bottom side of the telescopic vertical plate 3 is abutted and matched with the arc-shaped limiting groove 6 of the telescopic inclined plate 2, and at the same time, the horizontal support plate 1 is kept parallel to the horizontal ground and the telescopic vertical plate 3 is kept vertically arranged, so that a stable triangular support structure can be formed between the horizontal support plate 1, the telescopic inclined plate 2 and the telescopic vertical plate 3. Then fix the telescopic inclined plate 2 on the slope surface 5, and finally install the scaffolding on the adjusting screw 4 of the horizontal support plate 1 to complete the installation of the scaffolding. Compared with the traditional erection method, the horizontal support plate 1 is always parallel to the horizontal ground, which can provide a stable vertical supporting force for the adjusting screw 4, avoid the scaffolding from being under eccentric force, and bring into play the mechanical properties of the scaffolding. By adjusting the length of the telescopic inclined plate 2 and the telescopic vertical plate 3, the horizontal support plate 1 is kept horizontal and the telescopic vertical plate 3 is kept vertical, which can adapt to the construction conditions of the slope surface 5 at various angles, and the construction process is simple and convenient.

上述具体实施方式,并不构成对本申请保护范围的限制。本领域技术人员应该明白的是,根据设计要求和其他因素,可以进行各种修改、组合、子组合和替代。任何在本申请的精神和原则之内所作的修改、等同替换和改进等,均应包含在本申请保护范围之内。The above specific implementations do not constitute a limitation on the protection scope of this application. It should be understood by those skilled in the art that various modifications, combinations, sub-combinations and substitutions can be made according to design requirements and other factors. Any modifications, equivalent substitutions and improvements made within the spirit and principles of this application should be included in the protection scope of this application.

Claims (6)

1. A scaffold shoe structure, comprising:
the device comprises a horizontal support plate (1), wherein the horizontal support plate (1) is fixedly connected with an adjusting screw rod (4) for installing a scaffold;
The telescopic sloping plate (2), the bottom of the telescopic sloping plate (2) is arranged on a sloping surface (5), one side of the telescopic sloping plate (2) is hinged to the horizontal supporting plate (1), and an arc-shaped limiting groove (6) is formed in the other side of the telescopic sloping plate (2) opposite to the horizontal supporting plate;
The telescopic vertical plate (3), telescopic vertical plate (3) vertically set up in between horizontal support board (1) with telescopic inclined plate (2), telescopic vertical plate (3) top side articulated set up in horizontal support board (1), telescopic vertical plate (3) downside is provided with supports flange (7), support flange (7) be arcuation setting and with arc spacing groove (6) butt cooperation.
2. The scaffold bottom support structure according to claim 1, wherein the telescopic inclined plate (2) comprises a first telescopic sleeve plate (21) and a first telescopic bottom plate (22), one end of the first telescopic sleeve plate (21) is open, the other end of the first telescopic sleeve plate is closed, the first telescopic bottom plate (22) is in sliding fit with the first telescopic sleeve plate (21), and the arc-shaped limiting groove (6) is formed in the first telescopic bottom plate (22);
A plurality of first spacing grooves (23) are formed in the opposite sides of the top opening and the opening end of the first telescopic sleeve plate (21) along the length direction of the first telescopic sleeve plate, a first supporting baffle rod (24) is arranged in the first telescopic sleeve plate (21), first spacing columns (25) are arranged at the two ends of the first supporting baffle rod (24), each first spacing column (25) is in plug connection with each first spacing groove (23), a first limiting rod (26) is arranged on the first telescopic bottom plate (22), and the first limiting rods (26) are used for being in butt connection with the first supporting baffle rod (24).
3. The scaffold base structure according to claim 2, wherein a first fixing bolt (27) is provided in the middle of the first support bar (24), and the first fixing bolt (27) is screwed to the first telescopic bottom plate (22).
4. The scaffold bottom support structure according to claim 1, wherein the telescopic vertical plate (3) comprises a second telescopic sleeve plate (31) and a second telescopic bottom plate (32), one end of the second telescopic sleeve plate (31) is open, the other end of the second telescopic bottom plate is closed, the second telescopic bottom plate (32) is in sliding fit with the second telescopic sleeve plate (31), and the supporting convex plate (7) is arranged on one side, away from the second telescopic sleeve plate (31), of the second telescopic bottom plate (32);
A plurality of second spacing grooves (33) have been seted up along self length direction range to the relative both sides of second flexible sleeve board (31) open-top and open end, be provided with second support shelves pole (34) in second flexible sleeve board (31), second support shelves pole (34) both ends all are provided with second spacing post (35), second spacing post (35) and every second spacing groove (33) all peg graft the cooperation, second flexible bottom plate (32) are provided with second gag lever post (36), second gag lever post (36) are used for the butt second support shelves pole (34).
5. The scaffold base structure according to claim 4, wherein a second fixing bolt (37) is disposed in the middle of the second supporting bar (34), and the second fixing bolt (37) is screwed to the second telescopic bottom plate (32).
6. A scaffold shoe structure according to claim 1, characterized in that the telescopic sloping plate (2) is detachably and fixedly connected to the sloping surface (5) in a threaded connection manner.
CN202420497962.1U 2024-03-14 2024-03-14 A scaffolding support structure Active CN221941894U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202420497962.1U CN221941894U (en) 2024-03-14 2024-03-14 A scaffolding support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202420497962.1U CN221941894U (en) 2024-03-14 2024-03-14 A scaffolding support structure

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