CN220790529U - A cantilever scaffolding - Google Patents
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Abstract
本实用新型属于悬挑脚手架技术领域,尤其是涉及一种悬挑脚手架,包括工字钢,所述工字钢的一端中部前后两侧壁均开设有定位槽,工字钢开设有定位槽的一端底部开设有导向槽,导向槽的上端中部开设有竖直状的深孔,所述工字钢的外侧套设有配重块。本实用新型在吊装工字钢与预埋件进行对接的过程中,限位柱能够挤压导向槽的顶部倾斜面,便于使工字钢底部的深孔与限位柱快捷对齐并进行对接,随后可旋转位于预埋件前后两端的螺纹杆,控制两个活动块均朝向工字钢方向稳定滑动并卡合至工字钢侧壁上开设的定位槽中,在活动块以及限位柱的作用下,能够实现工字钢的稳定快捷定位安装,并且其工作稳定、安全性高。
The utility model belongs to the technical field of cantilever scaffolding, and in particular, relates to a cantilever scaffolding, including an I-beam, wherein the front and rear side walls of the middle part of one end of the I-beam are provided with positioning grooves, the bottom of the end of the I-beam provided with the positioning groove is provided with a guide groove, the middle part of the upper end of the guide groove is provided with a vertical deep hole, and the outer side of the I-beam is sleeved with a counterweight. In the process of hoisting the I-beam and docking with the embedded part, the limit column can squeeze the top inclined surface of the guide groove, so that the deep hole at the bottom of the I-beam and the limit column can be quickly aligned and docked, and then the threaded rods at the front and rear ends of the embedded part can be rotated to control the two movable blocks to stably slide toward the direction of the I-beam and engage in the positioning grooves provided on the side walls of the I-beam. Under the action of the movable blocks and the limit column, the stable and quick positioning and installation of the I-beam can be achieved, and the operation is stable and safe.
Description
技术领域Technical Field
本实用新型属于悬挑脚手架技术领域,尤其是涉及一种悬挑脚手架。The utility model belongs to the technical field of cantilever scaffolds, in particular to a cantilever scaffold.
背景技术Background technique
悬挑脚手架是一种建筑中使用到的简易设施,分为每层一挑,多层悬挑两种,底层和建筑物的间隙必须封闭防护严密,以防坠物,悬挑脚手架是利用建筑结构外边缘向外伸出的悬挑构架做施工上部结构,或作外装修用。它必须有足够的强度、刚度和稳定性,并能将脚手架的荷载有效地传给建筑结构,由于悬挑脚手架具有不需要地面及坚实的基础作为脚手架的支撑,也不占用施工场地,因此得到了广泛推广和应用。Cantilever scaffolding is a simple facility used in construction. It is divided into two types: one cantilever per floor and multiple cantilever. The gap between the bottom floor and the building must be closed and tightly protected to prevent falling objects. Cantilever scaffolding is a cantilever frame extending outward from the outer edge of the building structure as a construction superstructure or for exterior decoration. It must have sufficient strength, rigidity and stability, and can effectively transfer the load of the scaffolding to the building structure. Since cantilever scaffolding does not require the ground and a solid foundation as support for the scaffolding, and does not occupy the construction site, it has been widely promoted and applied.
在公告号为CN219672061U的中国实用新型专利中,公开了一种悬挑式脚手架,通过设置支撑机构,能够根据需要灵活加装底部的支撑组件,方便通过支撑杆与顶部拉索相互配合安装,以此对于悬挑的端部进一步起到支撑作用,能够进一步保证整体支撑的稳定,同时能够通过后侧滑动加装合适的配重块,能够保证安装的紧密性,相较于直接通过捆绑石块增重,可以令整体安装更加的稳定;In the Chinese utility model patent with the announcement number CN219672061U, a cantilever scaffold is disclosed. By setting a support mechanism, the bottom support assembly can be flexibly installed as needed, which is convenient for installation through the cooperation between the support rod and the top cable, so as to further support the cantilever end, and further ensure the stability of the overall support. At the same time, a suitable counterweight block can be installed by sliding on the rear side, which can ensure the tightness of the installation. Compared with directly increasing the weight by bundling stones, the overall installation can be more stable;
但是结合实际施工经验,发现上述对比文件中所提出的悬挑脚手架还是存在一些缺陷:压板与工字钢之间仅通过挤压摩擦实现定位,定位效果差,在建筑脚手架安装使用时,巨大推力容易推动工字钢与压板之间出现相对滑动,稳定性差,存在安全隐患,而且工字钢外伸调节时,支撑机构固定在建筑外立面而无法移动,因此对于工字钢最外端的支撑效果会降低,支撑力度会变弱。因此,急需对现有的悬挑脚手架进行改进,提供一种悬挑脚手架。However, combined with actual construction experience, it is found that the cantilever scaffolding proposed in the above-mentioned comparative documents still has some defects: the positioning between the pressure plate and the I-beam is only achieved through extrusion and friction, and the positioning effect is poor. When the building scaffolding is installed and used, the huge thrust easily causes relative sliding between the I-beam and the pressure plate, which has poor stability and safety hazards. Moreover, when the I-beam is extended and adjusted, the support mechanism is fixed to the building facade and cannot be moved. Therefore, the support effect for the outermost end of the I-beam will be reduced and the support strength will be weakened. Therefore, it is urgent to improve the existing cantilever scaffolding and provide a cantilever scaffolding.
实用新型内容Utility Model Content
本实用新型的目的在于针对现有技术中存在的不足,提供一种设计合理,结构简单,方便悬挑脚手架快捷稳定安装,而且支撑效果好的悬挑脚手架,用于解决现有技术中存在的问题。The purpose of the utility model is to provide a cantilever scaffold with reasonable design, simple structure, convenient and fast and stable installation, and good supporting effect, so as to solve the problems existing in the prior art.
为了实现上述目的,本实用新型采用以下技术方案:In order to achieve the above purpose, the utility model adopts the following technical solutions:
一种悬挑脚手架,其包括:A cantilever scaffolding, comprising:
工字钢,所述工字钢的一端中部前后两侧壁均开设有定位槽,工字钢开设有定位槽的一端底部开设有导向槽,导向槽的上端中部开设有竖直状的深孔,所述工字钢的外侧套设有配重块,配重块的内部安装有定位螺栓,定位螺栓与工字钢螺纹连接;An I-beam, wherein a positioning groove is provided on both the front and rear side walls in the middle of one end of the I-beam, a guide groove is provided at the bottom of the end of the I-beam with the positioning groove, a vertical deep hole is provided in the middle of the upper end of the guide groove, a counterweight block is sleeved on the outer side of the I-beam, a positioning bolt is installed inside the counterweight block, and the positioning bolt is threadedly connected to the I-beam;
预埋组件,所述预埋组件位于工字钢的一端外侧,工字钢远离预埋组件的一端底部设有支撑组件,支撑组件的另一端设有连接板,连接板的四个直角处均安装有膨胀螺栓。The embedded component is located on the outside of one end of the I-beam, a support component is provided at the bottom of the end of the I-beam away from the embedded component, and a connecting plate is provided at the other end of the supporting component. Expansion bolts are installed at four right angles of the connecting plate.
作为一种优选的实施方式,所述导向槽的长度按照靠近深孔的方向呈递减设置,所述工字钢与配重块的连接方式为卡合滑动连接。As a preferred implementation, the length of the guide groove is arranged to decrease in a direction approaching the deep hole, and the connection between the I-beam and the counterweight block is a snap-fit sliding connection.
作为一种优选的实施方式,所述预埋组件包括预埋件、限位柱、预留槽、螺纹杆和活动块,预埋件的底端中部焊接固定有限位柱,预埋件的内部开设有用于放置工字钢的预留槽,预留槽纵截面为“Y”形,所述预埋件的前后两端中部均转动连接有螺纹杆,两个所述螺纹杆相互靠近的一端外侧均螺纹套接有活动块,预埋件的前后两端内壁均开设有收纳槽。As a preferred embodiment, the embedded component includes an embedded part, a limit column, a reserved groove, a threaded rod and a movable block. The limit column is welded and fixed in the middle of the bottom end of the embedded part. A reserved groove for placing an I-beam is opened inside the embedded part. The longitudinal section of the reserved groove is "Y"-shaped. The middle of the front and rear ends of the embedded part are rotatably connected with a threaded rod, and the outer sides of the two threaded rods that are close to each other are threadedly sleeved with movable blocks, and the inner walls of the front and rear ends of the embedded part are provided with storage grooves.
作为一种优选的实施方式,所述活动块卡合滑动连接在收纳槽中,活动块处于伸出状态时可通过定位槽与工字钢卡合连接。As a preferred embodiment, the movable block is snap-fitted and slidably connected in the receiving groove, and when the movable block is in an extended state, it can be snap-fitted and connected to the I-beam through the positioning groove.
作为一种优选的实施方式,所述支撑组件包括第一支杆、第二支杆和调节套,第一支杆的外侧活动套设有第二支杆,第二支杆的一端外侧转动套设有调节套,所述第一支杆的外表面设有螺纹状结构,且调节套与第一支杆螺纹连接。As a preferred embodiment, the support assembly includes a first support rod, a second support rod and an adjustment sleeve, the outer movable sleeve of the first support rod is provided with the second support rod, the outer rotating sleeve of one end of the second support rod is provided with an adjustment sleeve, the outer surface of the first support rod is provided with a threaded structure, and the adjustment sleeve is threadedly connected to the first support rod.
作为一种优选的实施方式,所述第一支杆的一端与工字钢铰接,所述第二支杆远离调节套的一端与连接板铰接相连,连接板通过膨胀螺栓固定安装在建筑外立面。As a preferred embodiment, one end of the first support rod is hinged to the I-beam, and one end of the second support rod away from the adjustment sleeve is hinged to the connecting plate, and the connecting plate is fixedly installed on the building facade by expansion bolts.
与现有技术相比,本实用新型的有益效果:Compared with the prior art, the utility model has the following beneficial effects:
在本实用新型的方案中:In the solution of the utility model:
在吊装工字钢与预埋件进行对接的过程中,限位柱能够挤压导向槽的顶部倾斜面,便于使工字钢底部的深孔与限位柱快捷对齐并进行对接,随后可旋转位于预埋件前后两端的螺纹杆,控制两个活动块均朝向工字钢方向稳定滑动并卡合至工字钢侧壁上开设的定位槽中,在活动块以及限位柱的作用下,能够实现工字钢的稳定快捷定位安装,并且其工作稳定、安全性高;In the process of butting the I-beam with the embedded parts during hoisting, the limit column can squeeze the top inclined surface of the guide groove, so that the deep hole at the bottom of the I-beam and the limit column can be quickly aligned and butted. Then, the threaded rods at the front and rear ends of the embedded parts can be rotated to control the two movable blocks to slide stably toward the I-beam and engage in the positioning grooves provided on the side walls of the I-beam. Under the action of the movable blocks and the limit column, the I-beam can be stably and quickly positioned and installed, and its operation is stable and safe.
根据实际安装施工要求,可调节工字钢的外伸长度,并且可使用大型扳手等工具扳动调节套旋转,可控制与其螺纹连接的第一支杆缓缓从第二支杆的内部伸出,即可调节支撑组件的整体长度,方便使连接板紧贴建筑外立面并使用膨胀螺栓进行固定,长度可调的支撑组件能够在工字钢外伸的过程中,始终对工字钢端部提供稳定、有力支撑,与对比文件相比较,本方案对于工字钢外伸部的支撑效果更好,方便充分将荷载有效地传给建筑结构。According to the actual installation and construction requirements, the overhanging length of the I-beam can be adjusted, and the adjusting sleeve can be rotated by using a large wrench or other tools, so that the first support rod threadedly connected to it can be controlled to slowly extend from the inside of the second support rod, thereby adjusting the overall length of the support assembly, making it convenient for the connecting plate to be close to the building facade and fixed with expansion bolts. The length-adjustable support assembly can always provide stable and strong support to the end of the I-beam during the extension of the I-beam. Compared with the comparative documents, this solution has a better supporting effect on the overhanging part of the I-beam, which is convenient for fully and effectively transferring the load to the building structure.
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,现针对附图进行如下说明:In order to more clearly illustrate the technical solutions in the embodiments of the present utility model or the prior art, the following briefly introduces the drawings required for use in the embodiments or the prior art descriptions, and the following description is made with respect to the drawings:
图1为本实用新型立体正视结构示意图;FIG1 is a schematic diagram of the three-dimensional front view structure of the utility model;
图2为本实用新型工字钢仰视结构示意图;Figure 2 is a schematic diagram of the I-beam structure of the utility model when viewed from above;
图3为本实用新型预埋组件整体俯视结构示意图;FIG3 is a schematic diagram of the overall top view of the embedded component of the utility model;
图4为本实用新型安装状态正视剖面结构示意图;FIG4 is a schematic diagram of the front cross-sectional structure of the utility model in an installed state;
图5为本实用新型活动块与工字钢卡合状态左视剖面结构示意图。FIG5 is a schematic diagram of the left side cross-sectional structure of the utility model in the state where the movable block and the I-beam are engaged.
图中:In the figure:
1、工字钢;2、定位槽;3、导向槽;4、深孔;5、配重块;6、定位螺栓;7、预埋组件;71、预埋件;72、限位柱;73、预留槽;74、螺纹杆;75、活动块;76、收纳槽;8、支撑组件;81、第一支杆;82、第二支杆;83、调节套;9、连接板;10、膨胀螺栓。1. I-beam; 2. Positioning groove; 3. Guide groove; 4. Deep hole; 5. Counterweight block; 6. Positioning bolt; 7. Embedded component; 71. Embedded part; 72. Limit column; 73. Reserved groove; 74. Threaded rod; 75. Movable block; 76. Storage groove; 8. Support assembly; 81. First support rod; 82. Second support rod; 83. Adjustment sleeve; 9. Connecting plate; 10. Expansion bolt.
具体实施方式Detailed ways
以下所描述的实施例仅仅是本实用新型一部分实施例,并不代表与本实用新型相一致的所有实施例。现结合附图,对示例性实施例进行如下说明:The embodiments described below are only some of the embodiments of the present invention and do not represent all the embodiments consistent with the present invention. Now, in conjunction with the accompanying drawings, the exemplary embodiments are described as follows:
如图1-5所示,本实用新型悬挑脚手架,其包括:As shown in Figures 1-5, the cantilever scaffolding of the utility model comprises:
工字钢1,工字钢1的一端中部前后两侧壁均开设有定位槽2,工字钢1开设有定位槽2的一端底部开设有导向槽3,导向槽3的上端中部开设有竖直状的深孔4,工字钢1的外侧套设有配重块5,配重块5的内部安装有定位螺栓6,定位螺栓6与工字钢1螺纹连接;An I-beam 1, a positioning groove 2 is provided on both the front and rear side walls of the middle of one end of the I-beam 1, a guide groove 3 is provided on the bottom of the end of the I-beam 1 with the positioning groove 2, a vertical deep hole 4 is provided in the middle of the upper end of the guide groove 3, a counterweight block 5 is sleeved on the outer side of the I-beam 1, a positioning bolt 6 is installed inside the counterweight block 5, and the positioning bolt 6 is threadedly connected to the I-beam 1;
预埋组件7,预埋组件7位于工字钢1的一端外侧,工字钢1远离预埋组件7的一端底部设有支撑组件8,支撑组件8的另一端设有连接板9,连接板9的四个直角处均安装有膨胀螺栓10。The embedded component 7 is located outside one end of the I-beam 1. A support component 8 is provided at the bottom of the end of the I-beam 1 away from the embedded component 7. A connecting plate 9 is provided at the other end of the supporting component 8. Expansion bolts 10 are installed at four right angles of the connecting plate 9.
在上述结构的基础上,导向槽3的长度按照靠近深孔4的方向呈递减设置,工字钢1与配重块5的连接方式为卡合滑动连接;On the basis of the above structure, the length of the guide groove 3 is set to decrease in the direction close to the deep hole 4, and the connection mode between the I-beam 1 and the counterweight block 5 is a snap-fit sliding connection;
通过配重块5的设置,便于提高工字钢1的安装稳定性,并且利用定位螺栓6的设置,便于对配重块5的位置进行固定。The counterweight block 5 is provided to improve the installation stability of the I-beam 1 , and the positioning bolts 6 are provided to fix the position of the counterweight block 5 .
在上述结构的基础上,预埋组件7包括预埋件71、限位柱72、预留槽73、螺纹杆74和活动块75,预埋件71的底端中部焊接固定有限位柱72,预埋件71的内部开设有用于放置工字钢1的预留槽73,预留槽73纵截面为“Y”形,预埋件71的前后两端中部均转动连接有螺纹杆74,两个螺纹杆74相互靠近的一端外侧均螺纹套接有活动块75,预埋件71的前后两端内壁均开设有收纳槽76;On the basis of the above structure, the embedded component 7 includes an embedded part 71, a limiting column 72, a reserved groove 73, a threaded rod 74 and a movable block 75. The limiting column 72 is welded and fixed in the middle of the bottom end of the embedded part 71. A reserved groove 73 for placing the I-beam 1 is provided inside the embedded part 71. The longitudinal section of the reserved groove 73 is "Y"-shaped. The middle of the front and rear ends of the embedded part 71 are rotatably connected with threaded rods 74. The outer sides of the ends of the two threaded rods 74 that are close to each other are threadedly sleeved with movable blocks 75. The inner walls of the front and rear ends of the embedded part 71 are provided with receiving grooves 76.
限位柱72可通过深孔4与工字钢1卡合,能够对工字钢1进行初步定位,并且利用螺纹杆74的设置,便于控制活动块75的伸缩滑动。The limiting column 72 can be engaged with the I-beam 1 through the deep hole 4, so as to preliminarily position the I-beam 1, and the arrangement of the threaded rod 74 can facilitate the control of the telescopic sliding of the movable block 75.
在上述结构的基础上,活动块75卡合滑动连接在收纳槽76中,活动块75处于伸出状态时可通过定位槽2与工字钢1卡合连接;On the basis of the above structure, the movable block 75 is engaged and slidably connected in the receiving groove 76, and when the movable block 75 is in the extended state, it can be engaged and connected with the I-beam 1 through the positioning groove 2;
由于活动块75卡合滑动连接在收纳槽76中,因此在控制螺纹杆74旋转时能够控制活动块75稳定伸缩,并且当活动块75通过定位槽2与工字钢1卡合后,能够实现对工字钢1的再次定位,能够提高工字钢1与预埋组件7对接的稳定性,从而能够提高该悬挑脚手架的安全性。Since the movable block 75 is engaged and slidably connected in the storage groove 76, the movable block 75 can be controlled to stably extend and retract when the threaded rod 74 is controlled to rotate, and when the movable block 75 is engaged with the I-beam 1 through the positioning groove 2, the I-beam 1 can be re-positioned, which can improve the stability of the connection between the I-beam 1 and the embedded component 7, thereby improving the safety of the cantilever scaffolding.
在上述结构的基础上,支撑组件8包括第一支杆81、第二支杆82和调节套83,第一支杆81的外侧活动套设有第二支杆82,第二支杆82的一端外侧转动套设有调节套83,第一支杆81的外表面设有螺纹状结构,且调节套83与第一支杆81螺纹连接;On the basis of the above structure, the support assembly 8 includes a first support rod 81, a second support rod 82 and an adjustment sleeve 83. The second support rod 82 is movably sleeved on the outer side of the first support rod 81, and the adjustment sleeve 83 is rotatably sleeved on the outer side of one end of the second support rod 82. The outer surface of the first support rod 81 is provided with a threaded structure, and the adjustment sleeve 83 is threadedly connected to the first support rod 81.
通过与第一支杆81螺纹连接而与第二支杆82转动连接的调节套83,便于通过控制调节套83旋转,控制第一支杆81的伸出长度,从而实现对整个支撑组件8长度的调节,便于在工字钢1外伸时,能够对工字钢1端部提供稳定、有力的支撑,支撑效果稳定。By means of the adjusting sleeve 83 which is threadedly connected to the first supporting rod 81 and rotatably connected to the second supporting rod 82, it is convenient to control the extension length of the first supporting rod 81 by controlling the rotation of the adjusting sleeve 83, thereby realizing the adjustment of the length of the entire supporting assembly 8, and providing stable and strong support to the end of the I-beam 1 when the I-beam 1 is extended outward, and the supporting effect is stable.
在上述结构的基础上,第一支杆81的一端与工字钢1铰接,第二支杆82远离调节套83的一端与连接板9铰接相连,连接板9通过膨胀螺栓10固定安装在建筑外立面;On the basis of the above structure, one end of the first support rod 81 is hinged to the I-beam 1, and one end of the second support rod 82 away from the adjustment sleeve 83 is hinged to the connecting plate 9, and the connecting plate 9 is fixedly installed on the building facade by the expansion bolt 10;
第一支杆81与工字钢1铰接,且第二支杆82与连接板9铰接,方便支撑组件8转动,并使连接板9能够紧贴建筑外立面,便于固定安装。The first support rod 81 is hinged to the I-beam 1 , and the second support rod 82 is hinged to the connecting plate 9 , which facilitates the rotation of the support assembly 8 and enables the connecting plate 9 to be close to the building facade for easy fixed installation.
本实用新型的工作原理如下:The working principle of the utility model is as follows:
使用时,首先将预埋件71预埋固定在建筑楼层平面上,随后使用吊具将工字钢1吊起进行转移安装,先将工字钢1的左端转移至预埋件71的上方,再控制工字钢1缓缓下移,并使其左端卡入预埋件71的内部预留槽73中,在预埋件71与限位柱72对接时,限位柱72能够挤压工字钢1底部导向槽3的顶部倾斜面,方便深孔4与限位柱72快捷对齐并进行对接,无需人工反复校准,对接快捷、效率高,在限位柱72与深孔4对接完成后,即可旋转与预埋件71转动连接的螺纹杆74,控制两个活动块75从收纳槽76中伸出且同时朝向工字钢1方向移动并卡合至定位槽2中,在活动块75以及限位柱72的作用下,能够实现工字钢1的稳定快捷定位安装,并且其工作稳定、安全性高;When the locking nut 72 is in place, the locking nut 73 is in place and the locking nut 76 is in place, so that the locking nut 73 is in place and can be locked in the locking nut 73 when the locking nut 73 is in place.
在工字钢1固定安装前,还能够根据实际需求调节预埋件71预埋位置,并调节工字钢1的外伸长度,随后可使用大型扳手等工具扳动调节套83旋转,可控制与调节套83螺纹连接的第一支杆81从第二支杆82内部缓缓伸出,即可调节支撑组件8的整体长度,方便使连接板9紧贴建筑外立面并使用多个膨胀螺栓10进行固定,长度可调的支撑组件8能够在工字钢1外伸调节时,可始终对工字钢1外伸的端部提供稳定且有力的支撑,与对比文件相比较,本方案对工字钢1的外伸部的支撑效果更好,便于充分将荷载有效地传给建筑结构,可使悬挑脚手架更稳定、更安全。Before the I-beam 1 is fixedly installed, the embedded position of the embedded part 71 can be adjusted according to actual needs, and the overhanging length of the I-beam 1 can be adjusted. Then, a large wrench or other tool can be used to turn the adjusting sleeve 83 to rotate, and the first support rod 81 threadedly connected to the adjusting sleeve 83 can be controlled to slowly extend from the inside of the second support rod 82, so that the overall length of the support assembly 8 can be adjusted, so that the connecting plate 9 is close to the facade of the building and fixed with multiple expansion bolts 10. The length-adjustable support assembly 8 can always provide stable and strong support for the overhanging end of the I-beam 1 when the overhang of the I-beam 1 is adjusted. Compared with the comparative document, this scheme has a better supporting effect on the overhanging part of the I-beam 1, which is convenient for fully and effectively transferring the load to the building structure, and can make the cantilever scaffolding more stable and safer.
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| CN119900393A (en) * | 2025-01-14 | 2025-04-29 | 中国二十冶集团有限公司 | A kind of inclined-stayed wall connecting member and implementation method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN119900393A (en) * | 2025-01-14 | 2025-04-29 | 中国二十冶集团有限公司 | A kind of inclined-stayed wall connecting member and implementation method |
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