CN217840861U - Multi-angle template jacking bracket - Google Patents
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- CN217840861U CN217840861U CN202221012795.4U CN202221012795U CN217840861U CN 217840861 U CN217840861 U CN 217840861U CN 202221012795 U CN202221012795 U CN 202221012795U CN 217840861 U CN217840861 U CN 217840861U
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Abstract
Description
技术领域technical field
本申请涉及建筑施工领域,尤其是涉及一种多角度模板顶托支架。The present application relates to the field of building construction, in particular to a multi-angle formwork jacking bracket.
背景技术Background technique
顶托支架是一种用于支撑上层楼板或楼顶模板,以便于工人对上层楼板或楼顶进行水泥浇筑的建筑器材。相关技术中,在上层楼板或楼顶浇筑施工前,需要在下层楼板处支撑起顶托支架,从而对上层楼板或楼顶进行支撑,然后再进行水泥浇筑。The jacking bracket is a construction equipment used to support the upper floor or roof formwork so that workers can pour cement on the upper floor or roof. In the related art, before the upper floor or roof is poured, it is necessary to support the jacking bracket at the lower floor, so as to support the upper floor or roof, and then perform cement pouring.
然而,传统的顶托支架一般只能支撑规则形状的上层楼板或楼顶模板,已经满足不了人们对于上层楼板或楼顶的多样化需求。对于异形的上层楼板或楼顶模板例如弧形的上层楼板或楼顶模板,由于传统的顶托支架为直立型支撑,难以调整支撑角度,不便于工人对异形的上层楼板或楼顶模板进行施工。However, traditional jacking brackets generally can only support regular-shaped upper floors or roof formworks, which cannot meet people's diverse needs for upper floors or roofs. For irregular-shaped upper floor or roof formwork, such as curved upper floor or roof formwork, because the traditional jacking bracket is a vertical support, it is difficult to adjust the support angle, and it is not convenient for workers to construct the irregular-shaped upper floor or roof formwork .
实用新型内容Utility model content
为了改善传统的顶托支架为直立型支撑,难以调整支撑角度,不便于工人对异形的上层楼板或楼顶模板进行施工的缺陷,本申请提供一种多角度模板顶托支架。In order to improve the defects that the traditional jacking bracket is upright support, it is difficult to adjust the supporting angle, and it is inconvenient for workers to construct the irregular-shaped upper floor or roof formwork, the application provides a multi-angle formwork jacking bracket.
本申请提供的一种多角度模板顶托支架采取如下的技术方案:A multi-angle formwork jacking bracket provided by this application adopts the following technical solutions:
一种多角度模板顶托支架,包括支撑杆,所述支撑杆的顶端设置有球头座,所述球头座开设有球形槽,所述球形槽内活动设置有球头,所述球头的侧壁设置有承接杆,所述承接杆穿出所述球头座的一端设置有用于与上层楼板或楼顶模板连接的顶托,相邻的两根所述支撑杆之间设置有多组连接组件。A multi-angle formwork jacking bracket, comprising a support rod, the top of the support rod is provided with a ball seat, and the ball seat is provided with a spherical groove, and a ball head is movably arranged in the spherical groove, and the ball head The side wall of the side wall is provided with a receiving rod, and one end of the receiving rod passing through the ball head seat is provided with a jacking bracket for connecting with the upper floor or the roof formwork, and there are multiple supporting rods between adjacent two supporting rods. Group connection components.
通过采用上述技术方案,当需要对异形的上层楼板或楼顶模板浇筑施工前,工作人员需要在下层楼板处支撑起顶托支架,并调节顶托支架的支撑角度, 以适配上层楼板或楼顶模板的形状弧度。支撑起顶托支架后,当需要调整顶托支架的支撑角度,工作人员旋转顶托,使得球头相对于球头座中旋转至所需要的角度,从而调节顶托支架的支撑角度,再将顶托固定连接于上层楼板或楼顶模板的位置,最后对上层楼板或楼顶模板进行水泥浇筑,从而在需要调节上层楼板或楼顶模板的角度时,通过旋转顶托至所需要的角度从而调节顶托支架的支撑角度,以便于工人对异形的上层楼板或楼顶模板进行施工By adopting the above-mentioned technical scheme, when it is necessary to pour construction on the irregular upper floor or roof formwork, the staff need to support the jacking bracket at the lower floor and adjust the supporting angle of the jacking bracket to adapt to the upper floor or roof formwork. The shape of the top template is radian. After supporting the jacking bracket, when it is necessary to adjust the supporting angle of the jacking bracket, the staff rotates the jacking bracket so that the ball head rotates to the required angle relative to the ball head seat, thereby adjusting the supporting angle of the jacking bracket, and then The jacking bracket is fixedly connected to the position of the upper floor or roof formwork, and finally the upper floor or roof formwork is poured with cement, so that when the angle of the upper floor or roof formwork needs to be adjusted, the jacking bracket can be rotated to the required angle to Adjust the support angle of the jacking bracket so that workers can construct the irregularly shaped upper floor or roof formwork
优选的,所述连接组件包括设置于所述支撑杆的连接盘以及设置于相邻的两根所述支撑杆之间的横杆,所述横杆的两端分别连接于相邻的两根所述支撑杆的连接盘。Preferably, the connecting assembly includes a connecting plate arranged on the supporting rods and a cross bar arranged between two adjacent supporting rods, and the two ends of the cross bar are respectively connected to the adjacent two supporting rods. The connection plate of the support rod.
通过采用上述技术方案,当工作人员组装顶托支架时,通过横杆与连接盘之间的连接,从而将相邻的两根支撑杆相互固定。By adopting the above technical solution, when the worker assembles the jacking bracket, the two adjacent support bars are fixed to each other through the connection between the cross bar and the connecting plate.
优选的,所述连接盘上开设有若干个贯穿所述连接盘的上下表面的插槽,所述横杆的端部设置有上卡勾和下卡勾,所述上卡勾与所述下卡勾相对设置,所述上卡勾与下卡勾形成有供连接盘的边沿插入的间隙。Preferably, the connection plate is provided with a plurality of slots penetrating the upper and lower surfaces of the connection plate, and the end of the cross bar is provided with an upper hook and a lower hook, and the upper hook and the lower The hooks are set opposite to each other, and the upper hook and the lower hook form a gap for inserting the edge of the connection plate.
通过采用上述技术方案,以便于连接盘的边沿插入间隙,从而令上卡勾或下卡勾勾持并卡接于支撑杆与连接盘之间的空隙。By adopting the above technical solution, the edge of the connection plate is inserted into the gap, so that the upper hook or the lower hook is hooked and engaged with the gap between the support rod and the connection plate.
优选的,所述上卡勾和所述下卡勾均开设有相对应的插孔,所述插孔穿设有插销。Preferably, both the upper hook and the lower hook are provided with corresponding sockets, and the sockets are pierced with pins.
通过采用上述技术方案,以便于插销依次穿过上卡勾和下卡勾的插孔,从而使得横杆与连接盘相互固定。By adopting the above-mentioned technical solution, it is convenient for the bolts to pass through the sockets of the upper hook and the lower hook in turn, so that the cross bar and the connection plate are fixed to each other.
优选的,所述插销呈楔形设置,插销的宽度自一端向另一端逐渐减小。Preferably, the pin is arranged in a wedge shape, and the width of the pin gradually decreases from one end to the other end.
通过采用上述技术方案,楔形设置的插销以便于插销依次穿过上卡勾和下卡勾的插孔后,不易因重力作用而脱离插孔。By adopting the above-mentioned technical solution, the wedge-shaped bolt is arranged so that after the bolt passes through the sockets of the upper hook and the lower hook in sequence, it is not easy to break away from the socket due to the action of gravity.
优选的,相邻的两根所述支撑杆之间还设置有斜撑杆。Preferably, a diagonal brace is further arranged between two adjacent support rods.
通过采用上述技术方案,斜撑杆作为横杆的加强杆,使得相邻的两根支撑杆加固连接。By adopting the above technical solution, the diagonal brace serves as the reinforcing rod of the cross bar, so that two adjacent supporting rods are connected through reinforcement.
优选的,所述支撑杆包括外筒与设置于外筒内的内杆,所述外筒外设置有第一抱箍,所述内杆外设置有用于与第一抱箍相抵接配合的第二抱箍,所述第一抱箍和所述第二抱箍之间通过螺栓相互连接固定。Preferably, the support rod includes an outer cylinder and an inner rod arranged in the outer cylinder, the outer cylinder is provided with a first hoop, and the inner rod is provided with a first hoop for abutting and fitting with the first hoop. Two hoops, the first hoop and the second hoop are connected and fixed by bolts.
通过采用上述技术方案,当需要调节支撑杆的高度时,工作人员可卸除第一抱箍和第二抱箍之间的螺栓,再将第二抱箍的螺栓拧松,将内杆从外筒内拉出至一定长度,接着将第二抱箍的螺栓拧紧,最后将第一抱箍和第二抱箍之间的螺栓拧紧固定,从而调节支撑杆的高度。By adopting the above technical scheme, when the height of the support bar needs to be adjusted, the staff can remove the bolts between the first hoop and the second hoop, and then loosen the bolts of the second hoop to pull the inner rod from the outside Pull out the barrel to a certain length, then tighten the bolts of the second hoop, and finally tighten and fix the bolts between the first hoop and the second hoop, thereby adjusting the height of the support rod.
优选的,所述支撑杆的底端设置有固定座,所述固定座包括底板以及设置于底板上的套管,所述外筒的底端插入所述套管内。Preferably, the bottom end of the support rod is provided with a fixing seat, and the fixing seat includes a bottom plate and a sleeve provided on the bottom plate, and the bottom end of the outer cylinder is inserted into the sleeve.
通过采用上述技术方案,当工人用支撑杆支撑上层楼板或楼顶模板时,将固定座固定在地面上,外筒的底端插接在套管内,套管与支撑杆通过螺栓固定,以使得支撑杆固定。By adopting the above technical scheme, when the workers support the upper floor slab or the roof formwork with the support rod, the fixing seat is fixed on the ground, the bottom end of the outer cylinder is inserted into the sleeve, and the sleeve and the support rod are fixed by bolts, so that The support rod is fixed.
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. 当需要调整顶托支架的支撑角度,工作人员旋转顶托,使得球头相对于球头座中旋转至所需要的角度,从而调节顶托支架的支撑角度,有效地方便了工人对异形的上层楼板或楼顶模板进行施工;1. When it is necessary to adjust the supporting angle of the jacking bracket, the staff rotates the jacking bracket, so that the ball head rotates to the required angle relative to the ball head seat, thereby adjusting the supporting angle of the jacking bracket, which effectively facilitates the workers to check the abnormal shape. construction of the upper floor or roof formwork;
2.通过在相邻的两根支撑杆之间设置横杆以及斜撑杆,从而使得顶托支架的牢固性得到增强,尽可能地保证了工人对上层楼板或楼顶模板进行施工的安全。2. The firmness of the jacking bracket is enhanced by arranging a cross bar and a diagonal bracing bar between two adjacent support bars, so as to ensure the safety of workers working on the upper floor or roof formwork as much as possible.
附图说明Description of drawings
图1是本申请实施例的整体结构示意图。FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application.
图2是本申请实施例中固定座的结构示意图。Fig. 2 is a schematic structural view of the fixing seat in the embodiment of the present application.
图3是本申请实施例中用于体现连接盘与横杆的装配关系的爆炸示意图。Fig. 3 is an exploded schematic diagram for illustrating the assembly relationship between the connection plate and the cross bar in the embodiment of the present application.
图4是本申请实施例中相邻的两根支撑杆的装配关系图。Fig. 4 is an assembly relationship diagram of two adjacent support rods in the embodiment of the present application.
图5是本申请实施例中球头座的剖视结构示意图。Fig. 5 is a schematic cross-sectional structure diagram of a ball socket in an embodiment of the present application.
附图标记说明:Explanation of reference signs:
1、支撑杆;11、外筒;12、内杆;2、固定座;21、底板;22、套管;23、加固板;3、连接盘;31、插槽;4、横杆;41、上卡勾;42、下卡勾;43、插孔;44、插销;5、斜撑杆;6、第一抱箍;7、第二抱箍;8、球头座;81、球头槽;9、球头;10、承接杆;13、顶托;14、上层楼板或楼顶模板;15、地面。1. Support rod; 11. Outer cylinder; 12. Inner rod; 2. Fixing seat; 21. Bottom plate; 22. Sleeve; 23. Reinforcement plate; 3. Connecting plate; 31. Slot; 4. Cross bar; 41 , upper hook; 42, lower hook; 43, jack; 44, latch; 5, diagonal brace; 6, first hoop; 7, second hoop; 8, ball seat; 81, ball Groove; 9, ball head; 10, receiving rod; 13, jacking; 14, upper floor or roof formwork; 15, ground.
具体实施方式Detailed ways
以下结合附图1-5对本申请进一步详细说明。The present application will be further described in detail below in conjunction with accompanying drawings 1-5.
参照图1和图2,本申请公开的一种多角度模板顶托支架,包括多根竖直设置且中空的支撑杆1,支撑杆1为可伸缩的钢管。Referring to Fig. 1 and Fig. 2, a multi-angle formwork jacking bracket disclosed in the present application includes a plurality of vertically arranged and hollow support rods 1, and the support rods 1 are telescopic steel pipes.
参照图1和图2,支撑杆1的底端连接有固定座2,固定座2包括用于支撑于地面15的底板21以及与底板21一体成型的套管22,套管22呈圆柱状设置且套管22竖直设置于底板21上,套管22的侧壁开设有用于穿设螺栓的螺孔。套管22的侧壁还设置有四块加固板23,四块加固板23沿套管22的周向方向分布,加固板23、套管22以及底板21通过焊接的方式连接固定。当工人用支撑杆1支撑上层楼板或楼顶模板时,将固定座2通过螺栓固定在地面15上,支撑杆1的底端插接在套管22内,套管22与支撑杆1通过螺栓固定,以使得支撑杆1固定。Referring to Fig. 1 and Fig. 2, the bottom end of the support rod 1 is connected with a
参照图3和图4,相邻的两根支撑杆1之间设置有多组连接组件,多组连接组件用于连接固定相邻的两根支撑杆1。具体的,连接组件包括通过螺栓固定于支撑杆1的连接盘3以及连接于相邻的两根支撑杆1的连接盘3的横杆4,横杆4为截面呈圆形的钢管。Referring to FIG. 3 and FIG. 4 , multiple sets of connecting assemblies are arranged between two adjacent support rods 1 , and multiple sets of connecting assemblies are used to connect and fix two adjacent support rods 1 . Specifically, the connection assembly includes a connecting
参照图3和图4,连接盘3上开设有贯穿连接盘3的上下表面的插槽31,插槽31的数量为四个,且四个插槽31沿连接盘3的周向方向开设。横杆4的端部设置有上卡勾41与下卡勾42,上卡勾41与下卡勾42相对设置,且上卡勾41与下卡勾42之间形成的间隙宽度大于连接盘3的厚度,以便于连接盘3的边沿插入间隙,从而令上卡勾41或下卡勾42勾持并卡接于支撑杆1与连接盘3之间的空隙。Referring to FIGS. 3 and 4 , the
参照图3和图4,上卡勾41和下卡勾42均开设有相对应的插孔43,插孔43穿设有呈楔形设置的插销44。本实施例中,插销44的宽度自一端向另一端逐渐减小,以便于插销44依次穿过上卡勾41和下卡勾42的插孔43后,不易因重力作用而脱离插孔43。Referring to FIG. 3 and FIG. 4 , the
此外,相邻的两根支撑杆1之间还连接有斜撑杆5,斜撑杆5为截面呈圆形的钢管,并且斜撑杆5作为横杆4的加强杆,使得相邻的两根支撑杆1加固连接。In addition, a
参照图3和图4,具体的,支撑杆1包括中空设置的外筒11与穿设于外筒11内的内杆12,外筒11的内径略大于内杆12的直径,且内杆12可相对外筒11滑移。外筒11外通过螺栓固定套设有第一抱箍6,内杆12外通过螺栓固定套设有第二抱箍7,第一抱箍6与第二抱箍7相互抵接,且第一抱箍6和第二抱箍7之间通过螺栓相互连接固定,从而限制内杆12相对外筒11的上升和下滑高度,由此固定支撑杆1的长度。当需要调节支撑杆1的高度时,工作人员可卸除第一抱箍6和第二抱箍7之间的螺栓,再将第二抱箍7的螺栓拧松,将内杆12从外筒11内拉出至一定长度,接着将第二抱箍7的螺栓拧紧,最后将第一抱箍6和第二抱箍7之间的螺栓拧紧固定,从而调节支撑杆1的高度。3 and 4, specifically, the support rod 1 includes a hollow
参照图1和图5,内杆12远离外筒11的一端固定设置有球头座8,球头座8开设有球头槽81,球头槽81贯穿球头座8的一侧。球形槽内活动设置有球头9,球形槽可供球头9相对于球头座8多角度旋转。Referring to FIG. 1 and FIG. 5 , the end of the
参照图1和图5,球头9的侧壁焊接有承接杆10,承接杆10穿出球头座8外。承接杆10穿出球头座8的一端连接有顶托13,顶托13用于与上层楼板或楼顶模板的连接。当需要调节顶托13支架的支撑角度,以适配施工模板的形状弧度时,工人可以通过旋转顶托13,使得球头9相对于球头座8旋转,从而调整顶托13的角度,再将顶托13固定连接于上层楼板或楼顶的施工模板,以调节顶托13支架的支撑角度。Referring to FIG. 1 and FIG. 5 , a receiving
本申请实施例的实施原理为:当需要对异形的上层楼板或楼顶模板浇筑施工时,工作人员需要在下层楼板处支撑起顶托13支架,并调节顶托13支架的支撑角度, 以适配上层楼板或楼顶模板的形状弧度。工作人员先将所需调节的支撑杆1上第一抱箍6和第二抱箍7之间的螺栓卸除,再将第二抱箍7的螺栓拧松,将内杆12从外筒11内拉出至一定长度,接着将第二抱箍7的螺栓拧紧,最后将第一抱箍6和第二抱箍7之间的螺栓拧紧固定,从而调节支撑杆1至所需的高度。接着,工作人员旋转顶托13,使得球头9相对于球头座8中旋转至所需要的角度,从而调节顶托13支架的支撑角度,再将顶托13固定连接于上层楼板或楼顶模板的位置,最后对上层楼板或楼顶模板进行水泥浇筑。The implementation principle of the embodiment of the present application is: when it is necessary to pour construction on a special-shaped upper floor or roof formwork, the staff needs to support the jacking 13 brackets at the lower floor, and adjust the supporting angle of the jacking 13 brackets to suit It is matched with the shape radian of the upper floor slab or roof formwork. The staff first removes the bolts between the
以上均为本申请的较佳实施例,并非依此限制本申请的保护范围,故:凡依本申请的结构、形状、原理所做的等效变化,均应涵盖于本申请的保护范围之内。All of the above are preferred embodiments of the application, and are not intended to limit the protection scope of the application. Therefore, all equivalent changes made according to the structure, shape, and principle of the application should be covered by the protection scope of the application. Inside.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116220352A (en) * | 2023-03-09 | 2023-06-06 | 中国五冶集团有限公司 | Adjustable anchor ear structure for reinforcing vertical member template and construction method thereof |
| CN119177771A (en) * | 2024-11-04 | 2024-12-24 | 中国建筑第八工程局有限公司 | Angle-adjustable jacking device for inclined or curved template and using method thereof |
-
2022
- 2022-04-25 CN CN202221012795.4U patent/CN217840861U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116220352A (en) * | 2023-03-09 | 2023-06-06 | 中国五冶集团有限公司 | Adjustable anchor ear structure for reinforcing vertical member template and construction method thereof |
| CN119177771A (en) * | 2024-11-04 | 2024-12-24 | 中国建筑第八工程局有限公司 | Angle-adjustable jacking device for inclined or curved template and using method thereof |
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