CN217734952U - Nearly modern building antidetonation reinforcing apparatus based on structural performance optimizes - Google Patents
Nearly modern building antidetonation reinforcing apparatus based on structural performance optimizes Download PDFInfo
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Abstract
本申请涉及建筑施工设备技术领域,且公开了一种基于结构性能优化的近现代建筑抗震加固装置,包括底座,底座顶部焊接有第一支撑架,第一支撑架内侧转动连接有第一连接板,第一连接板底部设置有调节机构,第一连接板两侧设置有加固机构,调节机构包括第一连接板远离第一支撑架的一端转动连接的第二支撑架,第二支撑架远离第一连接板的一侧焊接有第一加固板,第一连接板内表面滑动连接有调节杆,调节杆顶部焊接有第一转动块。该基于结构性能优化的近现代建筑抗震加固装置,通过调节第一加固板的支撑角度,让第一加固板压紧墙壁,使得墙体发生细微的歪斜时,通过第一加固板可以对墙体进行调整,让建筑更加稳定,提高墙体的抗震能力。
The present application relates to the technical field of construction equipment, and discloses an anti-seismic reinforcement device for modern buildings based on structural performance optimization. The bottom of the first connecting plate is provided with an adjusting mechanism, and the two sides of the first connecting plate are provided with a reinforcing mechanism. A first reinforcing plate is welded on one side of a connecting plate, an adjusting rod is slidably connected on the inner surface of the first connecting plate, and a first rotating block is welded on the top of the adjusting rod. The anti-seismic reinforcement device for modern buildings based on structural performance optimization, by adjusting the support angle of the first reinforcement plate, the first reinforcement plate is pressed against the wall, so that when the wall is slightly skewed, the first reinforcement plate can be used for the wall. Adjustments were made to make the building more stable and to improve the earthquake resistance of the walls.
Description
技术领域technical field
本申请涉及建筑施工设备技术领域,具体为一种基于结构性能优化的近现代建筑抗震加固装置。The application relates to the technical field of building construction equipment, in particular to a modern building anti-seismic strengthening device based on structural performance optimization.
背景技术Background technique
建筑包括房屋和构建物两大类,目前对建筑墙体进行加固时,通常采用的方法是使用架体对墙体的侧面进行支撑加固,建筑墙体在长时间的使用后,墙体的外侧可以能会发生细微的歪斜,造成建筑的不稳定,而现有的固定架体不便调节,导致固定架体不能对墙体进行很好的支撑。Buildings include houses and structures. At present, when building walls are reinforced, the usual method is to use frames to support and reinforce the side of the wall. After a long period of use, the outside of the building wall will Slight skewing may occur, resulting in instability of the building, and the existing fixing frame body is inconvenient to adjust, resulting in the fixing frame body not being able to support the wall well.
因此,亟需一种基于结构性能优化的近现代建筑抗震加固装置,来解决固定架体不便调节的问题。Therefore, there is an urgent need for a modern building anti-seismic strengthening device based on structural performance optimization to solve the problem of inconvenient adjustment of the fixing frame.
实用新型内容Utility model content
针对现有技术的不足,本申请提供了一种基于结构性能优化的近现代建筑抗震加固装置,具备调节固定架支撑角度的优点,解决了固定架体不便调节的问题。Aiming at the deficiencies of the existing technology, the present application provides a modern building anti-seismic strengthening device based on structural performance optimization, which has the advantage of adjusting the support angle of the fixing frame and solves the problem of inconvenient adjustment of the fixing frame body.
为实现上述目的,本申请提供如下技术方案:一种基于结构性能优化的近现代建筑抗震加固装置,包括底座,所述底座顶部焊接有第一支撑架,所述第一支撑架内侧转动连接有第一连接板,所述第一连接板底部设置有调节机构,所述第一连接板两侧设置有加固机构;In order to achieve the above purpose, the present application provides the following technical solutions: a modern building anti-seismic strengthening device based on structural performance optimization, including a base, the top of the base is welded with a first support frame, and the inner side of the first support frame is rotatably connected with a The first connecting plate, the bottom of the first connecting plate is provided with an adjustment mechanism, and the two sides of the first connecting plate are provided with reinforcing mechanisms;
所述调节机构包括第一连接板远离第一支撑架的一端转动连接的第二支撑架,所述第二支撑架远离第一连接板的一侧焊接有第一加固板,所述第一连接板内表面滑动连接有调节杆,所述调节杆顶部焊接有第一转动块,所述调节杆外表面焊接有两组限位块,所述调节杆底部螺纹连接有螺纹座,所述螺纹座底部焊接于底座顶部。The adjustment mechanism includes a second support frame that is rotatably connected to one end of the first connection plate away from the first support frame, and a first reinforcement plate is welded on the side of the second support frame away from the first connection plate. The inner surface of the plate is slidingly connected with an adjustment rod, the top of the adjustment rod is welded with a first rotating block, the outer surface of the adjustment rod is welded with two sets of limit blocks, the bottom of the adjustment rod is threaded with a threaded seat, and the threaded seat The bottom is welded to the top of the base.
通过两组限位块带动第一连接板向下转动,第一连接板下移时通过第二支撑架带动第一加固板压紧墙壁,使得墙体发生细微的歪斜时,通过第一加固板可以对墙体进行调整,让建筑更加稳定。The two sets of limit blocks drive the first connecting plate to rotate downward. When the first connecting plate moves down, the second support frame drives the first reinforcing plate to press against the wall, so that when the wall is slightly skewed, the first reinforcing plate The walls can be adjusted to make the building more stable.
优选的,两组所述限位块分别位于第一连接板的上下两侧。Preferably, the two groups of limit blocks are respectively located on the upper and lower sides of the first connecting plate.
优选的,所述底座顶部焊接有四组固定柱,所述固定柱底部焊接有卡块。Preferably, four sets of fixing columns are welded on the top of the base, and clamping blocks are welded on the bottom of the fixing columns.
优选的,所述加固机构包括第一连接板两侧焊接的连接套,所述连接套内表面转动连接有第二转动块,所述第二转动块外侧焊接有第二连接板,所述第二连接板内表面转动连接有螺纹套,所述螺纹套一侧螺纹连接有螺纹杆,所述螺纹杆远离螺纹套的一端焊接有第二加固板。Preferably, the reinforcing mechanism includes connecting sleeves welded on both sides of the first connecting plate, the inner surface of the connecting sleeve is rotatably connected with a second rotating block, the outer side of the second rotating block is welded with a second connecting plate, the first The inner surface of the two connecting plates is rotatably connected with a threaded sleeve, one side of the threaded sleeve is threaded with a threaded rod, and the end of the threaded rod away from the threaded sleeve is welded with a second reinforcing plate.
施工人员可以转动转动盘,转动盘带动螺纹套旋转,螺纹套旋转时改变螺纹杆的伸缩长度,螺纹杆伸长时按压第二加固板,使得第二加固板压紧墙面,使得墙体在施工加固时,稳定墙体的底部,使得墙体不会因承受过大的压力而歪斜。The construction personnel can turn the rotating disk, and the rotating disk drives the threaded sleeve to rotate. When the threaded sleeve rotates, the telescopic length of the threaded rod is changed. When the threaded rod is extended, the second reinforcing plate is pressed, so that the second reinforcing plate is pressed against the wall, so that the wall During construction and reinforcement, stabilize the bottom of the wall so that the wall will not be skewed due to excessive pressure.
优选的,所述螺纹杆外表面焊接有第三连接板,所述第三连接板固定连接两组螺纹杆。Preferably, a third connecting plate is welded on the outer surface of the threaded rod, and the third connecting plate is fixedly connected to two sets of threaded rods.
优选的,所述螺纹套远离螺纹杆的一端焊接有转动盘。Preferably, the end of the threaded sleeve away from the threaded rod is welded with a rotating disc.
综上所述,本申请包括以下至少一种有益效果:In summary, the present application includes at least one of the following beneficial effects:
1、该基于结构性能优化的近现代建筑抗震加固装置,使得第一加固板在支撑墙体的外侧时,通过调节第一加固板的支撑角度,让第一加固板压紧墙壁,使得墙体发生细微的歪斜时,通过第一加固板可以对墙体进行调整,让建筑更加稳定,提高墙体的抗震能力。1. The anti-seismic reinforcement device for modern buildings based on structural performance optimization enables the first reinforcement board to press against the wall by adjusting the support angle of the first reinforcement board when the first reinforcement board is supporting the outside of the wall, so that the wall When a slight skew occurs, the wall can be adjusted through the first reinforcing plate, making the building more stable and improving the seismic capacity of the wall.
2、该基于结构性能优化的近现代建筑抗震加固装置,通过调节第二加固板的长度,使得第二加固板可以压紧墙面的底部,使得墙体在施工加固时,稳定墙体的底部,使得墙体不会因承受过大的压力而歪斜,让墙体更加的稳定。2. The anti-seismic reinforcement device for modern buildings based on structural performance optimization, by adjusting the length of the second reinforcement plate, the second reinforcement plate can be pressed against the bottom of the wall, so that the bottom of the wall can be stabilized during construction and reinforcement , so that the wall will not be skewed due to excessive pressure, making the wall more stable.
附图说明Description of drawings
图1为本申请抗震加固装置正视图;Fig. 1 is the front view of the anti-seismic reinforcing device of the present application;
图2为本申请抗震加固装置整体结构图;Fig. 2 is the overall structural diagram of the anti-seismic reinforcing device of the present application;
图3为本申请抗震加固装置仰视结构图;Fig. 3 is the bottom view structural diagram of the anti-seismic reinforcing device of the present application;
图4为本申请结构抗震加固装置俯视示意图。Fig. 4 is a schematic top view of the anti-seismic strengthening device of the structure of the present application.
其中:1、底座;111、固定柱;112、卡块;2、第一支撑架;3、第一连接板;311、第二支撑架;312、第一加固板;313、调节杆;314、第一转动块;315、限位块;316、螺纹座;411、连接套;412、第二转动块;413、第二连接板;414、螺纹套;415、螺纹杆;416、第二加固板;417、第三连接板;418、转动盘。Among them: 1. base; 111. fixed column; 112. block; 2. first support frame; 3. first connecting plate; 311. second support frame; 312. first reinforcement plate; 313. adjustment rod; 314 , the first rotating block; 315, the limit block; 316, the threaded seat; 411, the connecting sleeve; 412, the second rotating block; 413, the second connecting plate; 414, the threaded sleeve; 415, the threaded rod; 416, the second Reinforcing plate; 417, the third connecting plate; 418, rotating disk.
具体实施方式Detailed ways
下面将结合本申请实施例中的附图,对本申请实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本申请一部分实施例,而不是全部的实施例。基于本申请中的实施例,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,都属于本申请保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the application with reference to the drawings in the embodiments of the application. Apparently, the described embodiments are only some of the embodiments of the application, not all of them. Based on the embodiments in this application, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of this application.
请参阅图1-4,一种基于结构性能优化的近现代建筑抗震加固装置包括底座1,底座1顶部焊接有第一支撑架2,第一支撑架2内侧转动连接有第一连接板3,第一连接板3底部设置有调节机构,第一连接板3两侧设置有加固机构。Please refer to Figures 1-4, a modern building anti-seismic strengthening device based on structural performance optimization includes a base 1, a
通过上述技术方案,通过调节第一连接板3的支撑角度,使得墙体发生细微的歪斜时对墙体进行支撑,从而提高了建筑的稳定性。Through the above technical solution, by adjusting the support angle of the first connecting
具体的,调节机构包括第一连接板3远离第一支撑架2的一端转动连接的第二支撑架311,第二支撑架311远离第一连接板3的一侧焊接有第一加固板312,第一连接板3内表面滑动连接有调节杆313,调节杆313顶部焊接有第一转动块314,调节杆313外表面焊接有两组限位块315,两组限位块315分别位于第一连接板3的上下两侧,调节杆313底部螺纹连接有螺纹座316,螺纹座316底部焊接于底座1顶部。Specifically, the adjustment mechanism includes a
通过上述技术方案,施工人员可以转动第一转动块314,第一转动块314转动时带动调节杆313旋转,调节杆313旋转在螺纹座316内部下移时,通过两组限位块315带动第一连接板3向下转动,第一连接板3下移时通过第二支撑架311带动第一加固板312压紧墙壁,使得墙体发生细微的歪斜时,通过第一加固板312可以对墙体进行调整,让建筑更加稳定,提高墙体的抗震能力。Through the above technical solution, construction workers can rotate the first rotating
具体的,底座1顶部焊接有四组固定柱111,固定柱111底部焊接有卡块112。Specifically, four sets of
通过上述技术方案,固定柱111插入到地面预设的槽孔中,再浇筑水泥,使得底座1被牢固的固定到地面,卡块112卡入地面中,防止固定柱111在长时间使用后脱离地面。Through the above technical solution, the
具体的,加固机构包括第一连接板3两侧焊接的连接套411,连接套411内表面转动连接有第二转动块412,第二转动块412外侧焊接有第二连接板413,第二连接板413内表面转动连接有螺纹套414,螺纹套414通过轴承与第二连接板413连接,螺纹套414一侧螺纹连接有螺纹杆415,螺纹杆415远离螺纹套414的一端焊接有第二加固板416,螺纹杆415外表面焊接有第三连接板417,第三连接板417固定连接两组螺纹杆415,螺纹套414远离螺纹杆415的一端焊接有转动盘418。Specifically, the reinforcement mechanism includes connecting
通过上述技术方案,工作人员可以转动第二连接板413,第二连接板413转动时第二转动块412在连接套411内部转动,从而调节第二连接板413上螺纹套414的位置,当螺纹套414转动到水平位置时,施工人员可以转动转动盘418,转动盘418带动螺纹套414旋转,螺纹套414旋转时改变螺纹杆415的伸缩长度,螺纹杆415伸长时按压第二加固板416,使得第二加固板416压紧墙面,使得墙体在施工加固时,稳定墙体的底部,使得墙体不会因承受过大的压力而歪斜,让墙体更加的稳定。Through the above technical scheme, the staff can rotate the second connecting
在使用时,通过调节第二加固板416的长度,使得第二加固板416可以压紧墙面的底部,使得墙体在施工加固时,稳定墙体的底部,使得墙体不会因承受过大的压力而歪斜。When in use, by adjusting the length of the second reinforcing
尽管已经示出和描述了本申请的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本申请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,本申请的范围由所附权利要求及其等同物限定。Although the embodiments of the present application have been shown and described, those skilled in the art can understand that various changes, modifications and substitutions can be made to these embodiments without departing from the principle and spirit of the present application. and modifications, the scope of the application is defined by the appended claims and their equivalents.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115822303A (en) * | 2022-12-16 | 2023-03-21 | 元启建设集团有限公司 | Adjustable anti-seismic reinforcing device and method for constructional engineering |
| CN116696049A (en) * | 2023-06-29 | 2023-09-05 | 中国建筑第四工程局有限公司 | A kind of aluminum alloy formwork anti-leakage slurry construction equipment and its use method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115822303A (en) * | 2022-12-16 | 2023-03-21 | 元启建设集团有限公司 | Adjustable anti-seismic reinforcing device and method for constructional engineering |
| CN116696049A (en) * | 2023-06-29 | 2023-09-05 | 中国建筑第四工程局有限公司 | A kind of aluminum alloy formwork anti-leakage slurry construction equipment and its use method |
| CN116696049B (en) * | 2023-06-29 | 2025-08-26 | 中国建筑第四工程局有限公司 | Aluminum alloy formwork anti-leakage slurry construction equipment and use method thereof |
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