CN221878822U - Corner supporting structure of shear wall template and floor template - Google Patents
Corner supporting structure of shear wall template and floor template Download PDFInfo
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Abstract
本实用新型涉及模板支撑结构技术领域,且公开了一种剪力墙模板与楼板模板的转角支撑结构,包括底板,所述底板的外壁转动连接有顶板,所述底板的内壁固定装配有一号内撑杆,所述底板的外壁开设有安装孔,所述顶板的内腔固定装配有二号支撑杆,所述顶板的外壁固定装配有顶部转动座,所述底板的顶部固定装配有底部转动座。该剪力墙模板与楼板模板的转角支撑结构,通过设置的底板和顶板,由高碳钢制备而成的底板和顶板具备更好的强度,且在底板和顶板的内壁上设置的内撑杆,进一步地提升顶板和底板的整体强度,从而更好的实现支撑的作用,保障剪力墙在浇筑的过程中不会出现涨模,达到更好的浇筑效果。
The utility model relates to the technical field of formwork support structure, and discloses a corner support structure of a shear wall formwork and a floor slab formwork, comprising a bottom plate, the outer wall of the bottom plate is rotatably connected to a top plate, the inner wall of the bottom plate is fixedly equipped with a No. 1 inner support rod, the outer wall of the bottom plate is provided with a mounting hole, the inner cavity of the top plate is fixedly equipped with a No. 2 support rod, the outer wall of the top plate is fixedly equipped with a top rotating seat, and the top of the bottom plate is fixedly equipped with a bottom rotating seat. The corner support structure of the shear wall formwork and the floor slab formwork has better strength through the bottom plate and the top plate, and the bottom plate and the top plate made of high-carbon steel have better strength, and the inner support rods arranged on the inner walls of the bottom plate and the top plate further improve the overall strength of the top plate and the bottom plate, thereby better realizing the supporting function, ensuring that the shear wall will not expand during the casting process, and achieving a better casting effect.
Description
技术领域Technical Field
本实用新型涉及模板支撑结构技术领域,具体为一种剪力墙模板与楼板模板的转角支撑结构。The utility model relates to the technical field of formwork support structures, in particular to a corner support structure of a shear wall formwork and a floor slab formwork.
背景技术Background Art
剪力墙又称抗风墙、抗震墙或结构墙。房屋或构筑物中主要承受风荷载或地震作用引起的水平荷载和竖向荷载的墙体,防止结构受剪切力破坏。一般用钢筋混凝土做成。Shear wall is also called wind-resistant wall, earthquake-resistant wall or structural wall. It is a wall in a house or structure that mainly bears horizontal and vertical loads caused by wind load or earthquake to prevent the structure from being damaged by shear force. It is usually made of reinforced concrete.
传统的支撑设备在使用时,由于木质支撑结构安装方便,现场安装时针对不同规格尺寸的构件加工制作、安装及可操作性较高,施工技术较为成熟,传统支撑结构往往是采用木质结构来对剪力墙模板进行支撑,但木质支撑结构强度较差,在剪力墙浇筑过程中剪力墙模板和楼层模板容易造成转角处涨模、两墙面不顺直等质量缺陷,从而影响到整体的建筑安全。When using traditional supporting equipment, wooden supporting structures are easy to install, and the processing, manufacturing, installation and operability of components of different specifications and sizes during on-site installation are high, and the construction technology is relatively mature. Traditional supporting structures often use wooden structures to support shear wall formworks, but the strength of wooden supporting structures is poor. During the shear wall casting process, the shear wall formworks and floor formworks are prone to quality defects such as mold expansion at corners and unevenness of the two walls, which affects the overall building safety.
实用新型内容Utility Model Content
针对现有技术的不足,本实用新型提供了一种剪力墙模板与楼板模板的转角支撑结构,具备剪力墙模板与楼板模板的转角支撑结构、剪力墙模板与楼板模板的转角支撑结构的优点,解决了上述背景技术所提出的问题。In view of the deficiencies in the prior art, the utility model provides a corner support structure for a shear wall formwork and a floor slab formwork, which has the advantages of a corner support structure for a shear wall formwork and a floor slab formwork and a corner support structure for a shear wall formwork and a floor slab formwork, and solves the problems raised by the above-mentioned background technology.
本实用新型提供如下技术方案:一种剪力墙模板与楼板模板的转角支撑结构,包括底板,所述底板的外壁转动连接有顶板,所述底板的内壁固定装配有一号内撑杆,所述底板的外壁开设有安装孔,所述顶板的内腔固定装配有二号支撑杆,所述顶板的外壁固定装配有顶部转动座,所述底板的顶部固定装配有底部转动座,所述顶部转动座的内腔转动连接有固定筒,所述底部转动座的内腔转动连接有螺纹筒,所述固定筒的内腔螺纹连接有支撑螺杆,所述支撑螺杆的外壁固定装配有调节杆。The utility model provides the following technical solutions: a corner support structure of a shear wall formwork and a floor slab formwork, comprising a bottom plate, the outer wall of the bottom plate is rotatably connected to a top plate, the inner wall of the bottom plate is fixedly equipped with a No. 1 inner support rod, the outer wall of the bottom plate is provided with a mounting hole, the inner cavity of the top plate is fixedly equipped with a No. 2 support rod, the outer wall of the top plate is fixedly equipped with a top rotating seat, the top of the bottom plate is fixedly equipped with a bottom rotating seat, the inner cavity of the top rotating seat is rotatably connected to a fixing cylinder, the inner cavity of the bottom rotating seat is rotatably connected to a threaded cylinder, the inner cavity of the fixing cylinder is threadedly connected to a supporting screw, and the outer wall of the supporting screw is fixedly equipped with an adjusting rod.
作为本实用新型的一种优选技术方案:所述底板的顶部开设有插孔,所述顶板的底部固定装配有限位孔,且限位孔的外壁直径与插孔的内壁直径大小相等。As a preferred technical solution of the utility model: a plug hole is opened on the top of the bottom plate, a limiting hole is fixedly assembled on the bottom of the top plate, and the outer wall diameter of the limiting hole is equal to the inner wall diameter of the plug hole.
作为本实用新型的一种优选技术方案:所述支撑螺杆外壁的两端分别开设的有外螺纹,且两端外螺纹的方向相反。As a preferred technical solution of the utility model: both ends of the outer wall of the support screw are respectively provided with external threads, and the directions of the external threads at the two ends are opposite.
作为本实用新型的一种优选技术方案:所述螺纹筒的内壁开设有内螺纹,所述支撑螺杆的外壁与螺纹筒的内壁之间螺纹连接。As a preferred technical solution of the utility model: the inner wall of the threaded barrel is provided with an internal thread, and the outer wall of the support screw is threadedly connected to the inner wall of the threaded barrel.
作为本实用新型的一种优选技术方案:所述底板和顶板均由高碳钢制备而成,所述二号支撑杆和一号内撑杆为碳素钢管。As a preferred technical solution of the utility model: the bottom plate and the top plate are both made of high carbon steel, and the No. 2 support rod and the No. 1 inner support rod are carbon steel pipes.
作为本实用新型的一种优选技术方案:所述固定筒和螺纹筒的数量均有两个,且两个固定筒和螺纹筒分别设置在底板和顶板的外壁两侧。As a preferred technical solution of the utility model: the number of the fixed cylinder and the threaded cylinder is two, and the two fixed cylinders and the two threaded cylinders are respectively arranged on both sides of the outer wall of the bottom plate and the top plate.
与现有技术对比,本实用新型具备以下有益效果:Compared with the prior art, the utility model has the following beneficial effects:
1、该剪力墙模板与楼板模板的转角支撑结构,通过设置的底板和顶板,由高碳钢制备而成的底板和顶板具备更好的强度,且在底板和顶板的内壁上设置的内撑杆,进一步地提升顶板和底板的整体强度,从而更好的实现支撑的作用,保障剪力墙在浇筑的过程中不会出现涨模,达到更好的浇筑效果。1. The corner support structure of the shear wall formwork and the floor slab formwork has better strength through the bottom plate and top plate. The bottom plate and top plate made of high-carbon steel have better strength, and the inner support rods arranged on the inner walls of the bottom plate and top plate further improve the overall strength of the top plate and the bottom plate, thereby better realizing the supporting function and ensuring that the shear wall will not expand during the pouring process, thereby achieving a better pouring effect.
2、该剪力墙模板与楼板模板的转角支撑结构,通过在顶板和底板的外壁上设置的固定筒和螺纹筒,通过转动杆支撑螺杆,在支撑螺杆的作用下能够实现对顶板和底板之间角度的调整,操作方便,能够快速地展开,实现对剪力墙模板的支撑,且通过调整支撑螺杆,能够进一步缩小顶板和底板之间的角度,从而缩小占地面积,更好地进行收纳和运输。2. The corner support structure of the shear wall formwork and the floor slab formwork can adjust the angle between the top plate and the bottom plate through the fixed tube and the threaded tube arranged on the outer walls of the top plate and the bottom plate, and the supporting screw is supported by the rotating rod. The structure is easy to operate and can be quickly deployed to support the shear wall formwork. Moreover, the angle between the top plate and the bottom plate can be further reduced by adjusting the supporting screw, thereby reducing the floor space and enabling better storage and transportation.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为本实用新型立体结构示意图;FIG1 is a schematic diagram of the three-dimensional structure of the utility model;
图2为本实用新型仰视结构示意图;Figure 2 is a schematic diagram of the structure of the utility model when viewed from above;
图3为本实用新型顶板结构示意图;Figure 3 is a schematic diagram of the top plate structure of the utility model;
图4为本实用新型底板结构示意图。FIG4 is a schematic diagram of the bottom plate structure of the utility model.
图中:1、底板;2、顶板;3、一号内撑杆;4、安装孔;5、二号支撑杆;6、顶部转动座;7、底部转动座;8、固定筒;9、螺纹筒;10、支撑螺杆;11、调节杆。In the figure: 1. bottom plate; 2. top plate; 3. inner support rod No. 1; 4. mounting hole; 5. support rod No. 2; 6. top rotating seat; 7. bottom rotating seat; 8. fixing cylinder; 9. threaded cylinder; 10. support screw; 11. adjusting rod.
具体实施方式DETAILED DESCRIPTION
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 following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
请参阅图1-4,一种剪力墙模板与楼板模板的转角支撑结构,包括底板1,底板1的外壁转动连接有顶板2,底板1的内壁固定装配有一号内撑杆3,底板1的外壁开设有安装孔4,顶板2的内腔固定装配有二号支撑杆5,顶板2的外壁固定装配有顶部转动座6,底板1的顶部固定装配有底部转动座7,顶部转动座6的内腔转动连接有固定筒8,底部转动座7的内腔转动连接有螺纹筒9,固定筒8的内腔螺纹连接有支撑螺杆10,支撑螺杆10的外壁固定装配有调节杆11。Please refer to Figures 1-4, a corner support structure of a shear wall formwork and a floor formwork, including a base plate 1, the outer wall of the base plate 1 is rotatably connected to the top plate 2, the inner wall of the base plate 1 is fixedly equipped with a No. 1 inner support rod 3, the outer wall of the base plate 1 is provided with a mounting hole 4, the inner cavity of the top plate 2 is fixedly equipped with a No. 2 support rod 5, the outer wall of the top plate 2 is fixedly equipped with a top rotating seat 6, the top of the base plate 1 is fixedly equipped with a bottom rotating seat 7, the inner cavity of the top rotating seat 6 is rotatably connected to a fixing cylinder 8, the inner cavity of the bottom rotating seat 7 is rotatably connected to a threaded cylinder 9, the inner cavity of the fixing cylinder 8 is threadedly connected to a support screw 10, and the outer wall of the support screw 10 is fixedly equipped with an adjusting rod 11.
通过在底板1的外壁转动连接的顶板2,在需要使用设备对剪力墙模板与楼板进行支撑的时候,只需要先将底板1的底部与楼板模板进行连接,随后再转动调节杆11,使得支撑螺杆10旋转,在支撑螺杆10转动的过程中即可将顶板2撑起,随后即可在底板1和顶板2的作用下对剪力墙起到支撑的作用。By rotating the top plate 2 connected to the outer wall of the bottom plate 1, when the equipment is needed to support the shear wall formwork and the floor slab, it is only necessary to first connect the bottom of the bottom plate 1 with the floor slab formwork, and then rotate the adjusting rod 11 to rotate the supporting screw 10. During the rotation of the supporting screw 10, the top plate 2 can be propped up, and then the shear wall can be supported under the action of the bottom plate 1 and the top plate 2.
在一个优选的实施方式中:底板1的顶部开设有插孔,顶板2的底部固定装配有限位孔,且限位孔的外壁直径与插孔的内壁直径大小相等。In a preferred embodiment: a plug hole is provided on the top of the bottom plate 1, a limiting hole is fixedly assembled on the bottom of the top plate 2, and the outer wall diameter of the limiting hole is equal to the inner wall diameter of the plug hole.
通过在底板1的顶部开设的插孔,在顶板2的外壁上安装的限位杆,在限位杆和插孔的作用下使得顶板2能够在限位杆的作用下出现角度的偏转,从而在支撑螺杆10的作用下使得顶板2的外壁能够与剪力墙的外壁紧贴,从而起到支撑的作用。By opening a socket at the top of the base plate 1 and installing a limit rod on the outer wall of the top plate 2, the top plate 2 can be deflected at an angle under the action of the limit rod and the socket, so that the outer wall of the top plate 2 can be tightly attached to the outer wall of the shear wall under the action of the support screw 10, thereby playing a supporting role.
在一个优选的实施方式中:支撑螺杆10外壁的两端分别开设的有外螺纹,且两端外螺纹的方向相反。In a preferred embodiment, two ends of the outer wall of the support screw rod 10 are respectively provided with external threads, and the directions of the external threads at the two ends are opposite.
通过在支撑螺杆10外壁的两端分别设置的外螺纹,使得支撑螺杆10的两端分别与固定筒8的内壁和螺纹筒9的内壁直接均螺纹连接,从而使得在转动支撑螺杆10的时候,能够使得支撑螺杆10同时进入到固定筒8和螺纹筒9的内腔中,或者同时从固定筒8和螺纹筒9的内腔中移动出来,从而实现对底板1和顶板2之间角度的调整。By respectively arranging external threads at both ends of the outer wall of the support screw 10, the two ends of the support screw 10 are directly threadedly connected to the inner wall of the fixed cylinder 8 and the inner wall of the threaded cylinder 9, respectively. Therefore, when the support screw 10 is rotated, the support screw 10 can simultaneously enter the inner cavity of the fixed cylinder 8 and the threaded cylinder 9, or simultaneously move out of the inner cavity of the fixed cylinder 8 and the threaded cylinder 9, thereby realizing the adjustment of the angle between the bottom plate 1 and the top plate 2.
在一个优选的实施方式中:螺纹筒9的内壁开设有内螺纹,支撑螺杆10的外壁与螺纹筒9的内壁之间螺纹连接。In a preferred embodiment, the inner wall of the threaded barrel 9 is provided with an internal thread, and the outer wall of the support screw 10 is threadedly connected to the inner wall of the threaded barrel 9 .
通过在螺纹筒9的内壁上开设的内螺纹,支撑螺杆10的两端分别与固定筒8和螺纹筒9的内壁螺纹连接,从而使得固定筒8和螺纹筒9之间能够通过支撑螺杆10来调整距离,进而在将底板1固定到楼板的地面上后能够在固定筒8和螺纹筒9、支撑螺杆10的作用下,使得顶板2对剪力墙模板进行固定。Through the internal thread opened on the inner wall of the threaded tube 9, the two ends of the support screw 10 are threadedly connected to the inner walls of the fixed tube 8 and the threaded tube 9 respectively, so that the distance between the fixed tube 8 and the threaded tube 9 can be adjusted by the support screw 10, and then after the base plate 1 is fixed to the ground of the floor, the top plate 2 can be fixed to the shear wall formwork under the action of the fixed tube 8, the threaded tube 9 and the support screw 10.
在一个优选的实施方式中:底板1和顶板2均由高碳钢制备而成,二号支撑杆5和一号内撑杆3为碳素钢管。In a preferred embodiment: the bottom plate 1 and the top plate 2 are both made of high carbon steel, and the second support rod 5 and the first inner support rod 3 are carbon steel pipes.
通过由高碳钢制备而成的底板1和顶板2,使得底板1和顶板2在使用的过程中能够具备更好的支撑性稳定性,且在底板1和顶板2的内腔中设置的二号支撑杆5和一号内撑杆3,在二号支撑杆5和一号内撑杆3的作用下将底板1和顶板2的内腔中分成多个三角形,从而提高稳定性。By making the bottom plate 1 and the top plate 2 of high carbon steel, the bottom plate 1 and the top plate 2 can have better supporting stability during use, and the No. 2 support rod 5 and the No. 1 inner support rod 3 arranged in the inner cavity of the bottom plate 1 and the top plate 2 divide the inner cavity of the bottom plate 1 and the top plate 2 into multiple triangles under the action of the No. 2 support rod 5 and the No. 1 inner support rod 3, thereby improving stability.
在一个优选的实施方式中:固定筒8和螺纹筒9的数量均有两个,且两个固定筒8和螺纹筒9分别设置在底板1和顶板2的外壁两侧。In a preferred embodiment, there are two fixed cylinders 8 and two threaded cylinders 9 , and the two fixed cylinders 8 and two threaded cylinders 9 are respectively arranged on both sides of the outer walls of the bottom plate 1 and the top plate 2 .
通过在底板1和顶板2的外壁两侧设置的固定筒8和螺纹筒9,在两侧的固定筒8和螺纹筒9的内腔中设置的支撑螺杆10,从而在两侧的支撑螺杆10和固定筒8、螺纹筒9的支撑作用下,使得底板1和顶板2在使用的过程中能够具备更好的稳定性,从而对剪力墙模板进行支撑。By setting the fixed cylinder 8 and the threaded cylinder 9 on both sides of the outer wall of the bottom plate 1 and the top plate 2, and setting the supporting screw 10 in the inner cavity of the fixed cylinder 8 and the threaded cylinder 9 on both sides, the bottom plate 1 and the top plate 2 can have better stability during use under the supporting effect of the supporting screw 10 and the fixed cylinder 8 and the threaded cylinder 9 on both sides, so as to support the shear wall formwork.
工作原理:上述设备在使用的过程中,当需要使用到设备对剪力墙模板进行支撑的时候,先将底板1的底部与楼板模板的顶部接触,并推动底板1,使得底板1的外壁与剪力墙模板的外壁接触,随后再使用固定螺栓从安装孔4处对底板1进行固定,将底板1固定到楼板模板上后,再转动调节杆11,使得调节杆11带动支撑螺杆10的旋转,在支撑螺杆10旋转的过程,支撑螺杆10的两端外壁会分别从固定筒8和螺纹筒9的内腔中向外移动,进而改变底板1和顶板2之间的角度,持续转动支撑螺杆10,使得顶板2的外壁与剪力墙的外壁接触后即可,此时即可在底板1和顶板2的作用下能够实现对剪力墙模板与楼板模板之间的转角支撑。Working principle: During the use of the above-mentioned equipment, when the equipment is needed to support the shear wall formwork, first make the bottom of the bottom plate 1 contact with the top of the floor formwork, and push the bottom plate 1 so that the outer wall of the bottom plate 1 contacts the outer wall of the shear wall formwork, and then use the fixing bolts to fix the bottom plate 1 from the mounting hole 4. After the bottom plate 1 is fixed to the floor formwork, the adjusting rod 11 is rotated so that the adjusting rod 11 drives the rotation of the supporting screw 10. During the rotation of the supporting screw 10, the outer walls of the two ends of the supporting screw 10 will move outward from the inner cavities of the fixing tube 8 and the threaded tube 9 respectively, thereby changing the angle between the bottom plate 1 and the top plate 2. The supporting screw 10 is continuously rotated so that the outer wall of the top plate 2 contacts the outer wall of the shear wall. At this time, the corner support between the shear wall formwork and the floor formwork can be achieved under the action of the bottom plate 1 and the top plate 2.
尽管已经示出和描述了本实用新型的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本实用新型的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本实用新型的范围由所附权利要求及其等同物限定。Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.
Claims (6)
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| CN202420427671.5U CN221878822U (en) | 2024-03-06 | 2024-03-06 | Corner supporting structure of shear wall template and floor template |
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