CN211114196U - Building shock mounting - Google Patents

Building shock mounting Download PDF

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CN211114196U
CN211114196U CN201921812886.4U CN201921812886U CN211114196U CN 211114196 U CN211114196 U CN 211114196U CN 201921812886 U CN201921812886 U CN 201921812886U CN 211114196 U CN211114196 U CN 211114196U
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bearing column
vibration device
column
waist
building
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翁锦华
吴享
林秀英
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Fuzhou Architectural Design Institute Co ltd
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FUZHOU ARCHITECTURE DESIGN INS
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Abstract

本实用新型涉及一种建筑防震装置,该防震装置设于地基与承重柱之间,所述防震装置包括外承柱、主承柱、滑块、橡胶垫和若干个腰型支撑件,所述外承柱为桶形结构,且所述主承柱设置在外承柱内部,所述主承柱的底部固定设置滑块,所述滑块的底部固定设置橡胶垫,所述腰型支撑件固定设置在外承柱与主承柱之间的间隙中,所述外承柱固定在地基上,所述主承柱高于外承柱的高度,且与承重柱的底部固定连接。本实用新型整体结构紧凑,设计合理,防震效果好,有效延长了建筑的使用寿命,满足了人们的使用需求;设有腰型支撑件、滑块和橡胶垫相结合的结构,能够对水平方向上的破坏力进行遏制,使得在地震过程中,可以有效地对建筑进行最大的保护。

Figure 201921812886

The utility model relates to an anti-vibration device for buildings. The anti-vibration device is arranged between a foundation and a load-bearing column. The outer bearing column is a barrel-shaped structure, and the main bearing column is arranged inside the outer bearing column, the bottom of the main bearing column is fixed with a slider, the bottom of the slider is fixed with a rubber pad, and the waist-shaped support is fixed It is arranged in the gap between the outer bearing column and the main bearing column, the outer bearing column is fixed on the foundation, the main bearing column is higher than the height of the outer bearing column, and is fixedly connected with the bottom of the bearing column. The overall structure of the utility model is compact, the design is reasonable, the shockproof effect is good, the service life of the building is effectively prolonged, and the use requirements of people are met; The destructive force on the building is contained, so that the building can be effectively protected to the greatest extent during the earthquake.

Figure 201921812886

Description

一种建筑防震装置A building anti-vibration device

技术领域technical field

本实用新型涉及建筑防震技术领域,具体涉及一种建筑防震装置。The utility model relates to the technical field of building shockproof, in particular to a building shockproof device.

背景技术Background technique

地震是地壳快速释放能量过程中造成振动,期间会产生地震波的一种自然现象。地球上板块与板块之间相互挤压碰撞,造成板块边沿及板块内部产生错动和破裂,是引起地震的主要原因,现代化包括建筑的现代化,高楼林立,此起彼伏,但是由于防震技术远没有达到水泥钢筋承受抗震的范围,因此一旦发生地震后果不堪设想;地震的破坏力主要来自于水平方向上,如果水平方向上的破坏力得到遏制,防震效果将是十分明显,但目前防震装置始终不理想,且结构复杂。Earthquake is a natural phenomenon that causes vibration during the rapid release of energy from the earth's crust, during which seismic waves are generated. Plates and plates on the earth squeeze and collide with each other, causing dislocation and rupture at the edges of plates and inside plates, which are the main reasons for earthquakes. Modernization includes the modernization of buildings, and there are many high-rise buildings. The steel bars can withstand earthquakes, so once an earthquake occurs, the consequences are unimaginable; the destructive force of an earthquake mainly comes from the horizontal direction. If the destructive force in the horizontal direction is contained, the seismic effect will be very obvious, but the current seismic device is still not ideal, and complex structure.

实用新型内容Utility model content

为解决上述问题,本实用新型的目的在于提供一种建筑防震装置,其整体结构紧凑,设计合理,防震效果好,有效延长了建筑的使用寿命。In order to solve the above problems, the purpose of the present invention is to provide a building anti-vibration device, which has a compact overall structure, reasonable design, good anti-vibration effect, and effectively prolongs the service life of the building.

为实现上述目的,本实用新型采取的技术方案为:一种建筑防震装置,该防震装置设于地基与承重柱之间,其创新点在于:所述防震装置包括外承柱、主承柱、滑块、橡胶垫和若干个腰型支撑件,所述外承柱为桶形结构,且所述主承柱设置在外承柱内部,所述主承柱的底部固定设置滑块,所述滑块的底部固定设置橡胶垫,所述腰型支撑件固定设置在外承柱与主承柱之间的间隙中,所述外承柱固定在地基上,所述主承柱高于外承柱的高度,且与承重柱的底部固定连接。In order to achieve the above purpose, the technical scheme adopted by the present invention is: a building anti-vibration device, the anti-vibration device is arranged between the foundation and the load-bearing column, and its innovation is: the anti-vibration device comprises an outer bearing column, a main bearing column, A slider, a rubber pad and several waist-shaped supports, the outer bearing column is a barrel-shaped structure, and the main bearing column is arranged inside the outer bearing column, the bottom of the main bearing column is fixedly provided with a slider, the sliding The bottom of the block is fixedly provided with a rubber pad, the waist-shaped support is fixedly arranged in the gap between the outer bearing column and the main bearing column, the outer bearing column is fixed on the foundation, and the main bearing column is higher than the outer bearing column. height, and is fixedly connected to the bottom of the load-bearing column.

优选的,所述外承柱的底部镶嵌设置在地基内。Preferably, the bottom of the outer support column is inlaid in the foundation.

其中,所述承重柱的底部具有一凸起,所述凸起镶嵌设置在主承柱上,且凸起与主承柱之间设置缓冲层。Wherein, the bottom of the load-bearing column has a protrusion, the protrusion is inlaid on the main support column, and a buffer layer is arranged between the protrusion and the main support column.

其中,所述主承柱的顶部与凸起的底部具有间隙。Wherein, there is a gap between the top of the main support column and the bottom of the protrusion.

其中,所述腰型支撑件为弹性支撑件,且若干腰型支撑件以主承柱圆周的至少四等分线上分布。Wherein, the waist-shaped support member is an elastic support member, and a plurality of waist-shaped support members are distributed on at least a quarter line of the circumference of the main bearing column.

优选的,所述腰型支撑件上下等距分布。Preferably, the waist-shaped supports are equally spaced up and down.

其中,所述腰型支撑件内部设置若干个弹簧。Wherein, a plurality of springs are arranged inside the waist-shaped support.

其中,所述橡胶垫的外侧与外承柱内壁间隙配合。Wherein, the outer side of the rubber pad is in clearance fit with the inner wall of the outer bearing column.

与现有技术相比,本实用新型具有如下有益效果:本实用新型整体结构紧凑,设计合理,防震效果好,有效延长了建筑的使用寿命,满足了人们的使用需求;设有腰型支撑件、滑块和橡胶垫相结合的结构,能对水平方向上的破坏力进行遏制,使减震效果更佳,在地震过程中可以有效地对建筑进行最大的保护,有效提高了整体装置的实用性。Compared with the prior art, the utility model has the following beneficial effects: the overall structure of the utility model is compact, the design is reasonable, the anti-vibration effect is good, the service life of the building is effectively prolonged, and the use requirements of people are met; The combined structure of sliding block and rubber pad can restrain the destructive force in the horizontal direction, make the shock absorption effect better, and effectively protect the building to the greatest extent during the earthquake process, effectively improving the practicality of the overall device. sex.

附图说明Description of drawings

图1是本实用新型的结构示意图;Fig. 1 is the structural representation of the present utility model;

图2为图1中A处的剖视图。FIG. 2 is a cross-sectional view at A in FIG. 1 .

附图标记说明:Description of reference numbers:

1、地基;2、承重柱;21、凸起;22、缓冲层;3、防震装置;31、外承柱;32、主承柱;33、滑块;34、橡胶垫;35、腰型支撑件;4、间隙。1. Foundation; 2. Load-bearing column; 21. Protrusion; 22. Buffer layer; 3. Anti-vibration device; 31. Outer bearing column; 32. Main bearing column; 33. Slider; 34. Rubber pad; 35. Waist type Support; 4. Clearance.

具体实施方式Detailed ways

为使本实用新型要解决的技术问题、技术方案和优点更加清楚,下面将结合附图及具体实施例进行详细描述。In order to make the technical problems, technical solutions and advantages to be solved by the present invention more clear, the following will be described in detail with reference to the accompanying drawings and specific embodiments.

请参阅说明书附图1、图2所示,本实用新型为一种建筑防震装置,该防震装置3设于地基1与承重柱2之间,所述防震装置3包括外承柱31、主承柱32、滑块33、橡胶垫34和若干个腰型支撑件35,所述外承柱31为桶形结构,且主承柱32设置在外承柱31内部,所述主承柱32的底部固定设置滑块33,所述滑块33的底部固定设置橡胶垫34,所述腰型支撑件35固定设置在外承柱31与主承柱32之间的间隙中,所述外承柱31固定在地基1上,所述主承柱32高于外承柱31的高度,且与承重柱2的底部固定连接。Please refer to the accompanying drawings 1 and 2 of the description. The present invention is a building anti-vibration device. The anti-vibration device 3 is arranged between the foundation 1 and the load-bearing column 2. The anti-vibration device 3 includes an outer bearing column 31, a main bearing Column 32 , slider 33 , rubber pad 34 and several waist-shaped supports 35 , the outer bearing column 31 is a barrel-shaped structure, and the main bearing column 32 is arranged inside the outer bearing column 31 , the bottom of the main bearing column 32 is The slider 33 is fixedly arranged, the bottom of the slider 33 is fixedly arranged with a rubber pad 34, and the waist support 35 is fixedly arranged in the gap between the outer bearing column 31 and the main bearing column 32, and the outer bearing column 31 is fixed On the foundation 1 , the main bearing column 32 is higher than the outer bearing column 31 , and is fixedly connected with the bottom of the bearing column 2 .

具体的,在防震过程中,所述腰型支撑件35能够缓解来自水平方向的破坏力,同时主承柱32下端的橡胶垫34会随着承重柱2一起移动,滑块33会产生位移,进行一些缓冲,使得在地震过程中,可以有效的对承重柱2进行最大的保护,通过腰型支撑件35、滑块33和橡胶垫34相结合的结构,使得减震效果更佳。Specifically, in the anti-vibration process, the waist-shaped support 35 can relieve the destructive force from the horizontal direction, and at the same time, the rubber pad 34 at the lower end of the main bearing column 32 will move with the bearing column 2, and the slider 33 will be displaced. Some buffering is carried out to effectively protect the load-bearing column 2 to the greatest extent during the earthquake. The combination of the waist support 35, the slider 33 and the rubber pad 34 makes the shock absorption effect better.

所述外承柱31的底部镶嵌设置在地基1内。The bottom of the outer support column 31 is embedded in the foundation 1 .

所述承重柱2的底部具有一凸起21,所述凸起21镶嵌设置在主承柱32上,且凸起与主承柱32之间设置缓冲层22。缓冲层22能够对外承柱31的下压进行缓冲,减少一定的压力。缓冲层22为弹性材质,如橡胶垫。The bottom of the bearing column 2 has a protrusion 21 , the protrusion 21 is inlaid on the main bearing column 32 , and a buffer layer 22 is arranged between the protrusion and the main bearing column 32 . The buffer layer 22 can buffer the downward pressure of the outer support column 31 to reduce a certain pressure. The buffer layer 22 is an elastic material, such as a rubber pad.

所述主承柱32的顶部与凸起21的底部具有间隙4。间隙4能够在承重柱2发生倾斜时,具有一定的间隙用作缓冲,避免将外承柱31直接压住产生变形,再配合缓冲层22效果更好。There is a gap 4 between the top of the main support column 32 and the bottom of the protrusion 21 . The gap 4 can have a certain gap for buffering when the bearing column 2 is inclined, so as to avoid the deformation caused by directly pressing the outer bearing column 31 , and it is better to cooperate with the buffer layer 22 .

所述腰型支撑件35为弹性支撑件,且若干腰型支撑件以主承柱圆周的至少四等分线上分布。腰型支撑件35是具有弹性的金属,具有记忆恢复功能,当发生变形时,腰型支撑件35会通过弹力恢复到原始安装状态。The waist-shaped support member 35 is an elastic support member, and a plurality of waist-shaped support members are distributed on at least a quarter line of the circumference of the main bearing column. The waist-shaped support 35 is a metal with elasticity and has a memory recovery function. When deformation occurs, the waist-shaped support 35 will be restored to the original installation state through elastic force.

所述腰型支撑件35上下等距分布,使得腰型支撑件35能够对主承柱32进行全方面支撑,发挥最大作用。The waist-shaped support members 35 are equally spaced up and down, so that the waist-shaped support members 35 can fully support the main bearing column 32 and play a maximum role.

所述腰型支撑件35内部设置若干个弹簧,可增加腰型支撑件35的弹性和支撑力,确保腰型支撑件35不易变形。Several springs are arranged inside the waist-shaped support member 35 , which can increase the elasticity and support force of the waist-shaped support member 35 and ensure that the waist-shaped support member 35 is not easily deformed.

所述橡胶垫34的外侧与外承柱内壁间隙配合,确保橡胶垫34留有可移动的空间。The outer side of the rubber pad 34 is in clearance fit with the inner wall of the outer bearing column to ensure that the rubber pad 34 has a movable space.

本实用新型的工作原理为:在防震过程中,腰型支撑件35能够缓解来自水平方向的破坏力,同时主承柱32下端的橡胶垫34会随着承重柱2一起移动,滑块33会产生位移,进行一些缓冲,使得在地震过程中,可以有效的对承重柱2进行最大的保护,通过腰型支撑件35、滑块33和橡胶垫34相结合的结构,使得减震效果更佳。The working principle of the present invention is as follows: in the process of anti-vibration, the waist-shaped support 35 can relieve the destructive force from the horizontal direction, and at the same time, the rubber pad 34 at the lower end of the main bearing column 32 will move together with the bearing column 2, and the slider 33 will Displacement is generated, and some buffering is performed, so that during the earthquake process, the load-bearing column 2 can be effectively protected to the greatest extent. Through the combination of the waist support 35, the slider 33 and the rubber pad 34, the shock absorption effect is better. .

需要说明的是,在本文中,诸如第一和第二等之类的关系术语仅仅用来将一个实体或者操作与另一个实体或操作区分开来,而不一定要求或者暗示这些实体或操作之间存在任何这种实际的关系或者顺序。而且,术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下。由语句“包括一个......限定的要素,并不排除在包括要素的过程、方法、物品或者设备中还存在另外的相同要素”。It should be noted that, in this document, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any relationship between these entities or operations. any such actual relationship or sequence exists. Moreover, the terms "comprising", "comprising" or any other variation thereof are intended to encompass a non-exclusive inclusion such that a process, method, article or device that includes a list of elements includes not only those elements, but also includes not explicitly listed or other elements inherent to such a process, method, article or apparatus. without more restrictions. An element defined by the statement "comprising an... does not preclude the presence of additional identical elements in the process, method, article or apparatus comprising the element".

以上的具体实施方式仅为本创作的较佳实施例,并不用以限制本创作,凡在本创作的精神及原则之内所做的任何修改、等同替换、改进等,均应包含在本创作的保护范围之内。The above specific embodiments are only preferred embodiments of this creation, and are not intended to limit this creation. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of this creation shall be included in this creation. within the scope of protection.

Claims (8)

1.一种建筑防震装置,该防震装置设于地基与承重柱之间,其特征在于:所述防震装置包括外承柱、主承柱、滑块、橡胶垫和若干个腰型支撑件,所述外承柱为桶形结构,且所述主承柱设置在外承柱内部,所述主承柱的底部固定设置滑块,所述滑块的底部固定设置橡胶垫,所述腰型支撑件固定设置在外承柱与主承柱之间的间隙中,所述外承柱固定在地基上,所述主承柱高于外承柱的高度,且与承重柱的底部固定连接。1. An anti-vibration device for a building, the anti-vibration device is arranged between the foundation and the load-bearing column, and it is characterized in that: the anti-vibration device comprises an outer bearing column, a main bearing column, a slider, a rubber pad and several waist-shaped supports, The outer bearing column is a barrel-shaped structure, and the main bearing column is arranged inside the outer bearing column, the bottom of the main bearing column is fixedly arranged with a slider, the bottom of the slider is fixedly arranged with a rubber pad, and the waist-shaped support The component is fixedly arranged in the gap between the outer bearing column and the main bearing column, the outer bearing column is fixed on the foundation, the main bearing column is higher than the outer bearing column, and is fixedly connected with the bottom of the bearing column. 2.根据权利要求1所述的建筑防震装置,其特征在于:所述外承柱的底部镶嵌设置在地基内。2 . The building anti-vibration device according to claim 1 , wherein the bottom of the outer support column is embedded in the foundation. 3 . 3.根据权利要求1所述的建筑防震装置,其特征在于:所述承重柱的底部具有一凸起,所述凸起镶嵌设置在主承柱上,且凸起与主承柱之间设置缓冲层。3 . The building anti-vibration device according to claim 1 , wherein the bottom of the load-bearing column has a protrusion, the protrusion is inlaid on the main support column, and is arranged between the protrusion and the main support column. 4 . The buffer layer. 4.根据权利要求2所述的建筑防震装置,其特征在于:所述主承柱的顶部与凸起的底部具有间隙。4 . The building anti-vibration device according to claim 2 , wherein there is a gap between the top of the main support column and the bottom of the protrusion. 5 . 5.根据权利要求1所述的建筑防震装置,其特征在于:所述腰型支撑件为弹性支撑件,且若干腰型支撑件以主承柱圆周的至少四等分线上分布。5 . The building anti-vibration device according to claim 1 , wherein the waist-shaped support is an elastic support, and a plurality of waist-shaped supports are distributed on at least a quarter line of the circumference of the main bearing column. 6 . 6.根据权利要求1或5所述的建筑防震装置,其特征在于:所述腰型支撑件上下等距分布。6 . The anti-vibration device for buildings according to claim 1 or 5 , wherein the waist-shaped supports are equally spaced up and down. 7 . 7.根据权利要求1所述的建筑防震装置,其特征在于:所述腰型支撑件内部设置若干个弹簧。7 . The building anti-vibration device according to claim 1 , wherein a plurality of springs are arranged inside the waist-shaped support. 8 . 8.根据权利要求1所述的建筑防震装置,其特征在于:所述橡胶垫的外侧与外承柱内壁间隙配合。8 . The building anti-vibration device according to claim 1 , wherein the outer side of the rubber pad is in clearance fit with the inner wall of the outer bearing column. 9 .
CN201921812886.4U 2019-10-27 2019-10-27 Building shock mounting Active CN211114196U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113863403A (en) * 2021-10-25 2021-12-31 苏悦 Earthquake-resistant reinforcing device for building foundation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113863403A (en) * 2021-10-25 2021-12-31 苏悦 Earthquake-resistant reinforcing device for building foundation

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